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Home My WebLink About101760.00 VMC North Garage Expansion - Permit Set223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 SOUTH FACADE SHOWING FUTURE BRIDGE VICINITY PLAN PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" NORTH GARAGE EXPANSION RENTON, WA CONSTRUCTION DOCUMENTS 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS 18215 72ND AVE S KENT, WA 98032 811 FIRST AVE, STE 620 SEATTLE, WA 98104 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G0.00 COVER SHEET M 1.02S FLOOR PLAN FOUNDATION SOUTH - PLUMBING M1.03N FLOOR PLAN LEVEL 3 NORTH - MECHANICAL M1.03S FLOOR PLAN LEVEL 3 SOUTH - MECHANICAL M1.04N FLOOR PLAN LEVEL 4 NORTH - MECHANICAL M1.04S FLOOR PLAN LEVEL 4 SOUTH - MECHANICAL M1.05N FLOOR PLAN LEVEL 5 NORTH - MECHANICAL M1.05S FLOOR PLAN LEVEL 5 SOUTH - MECHANICAL M1.06N FLOOR PLAN LEVEL 6 NORTH - MECHANICAL M1.06S FLOOR PLAN LEVEL 6 SOUTH - MECHANICAL M1.07N FLOOR PLAN LEVEL 7 NORTH - MECHANICAL M1.07S FLOOR PLAN LEVEL 7 SOUTH - MECHANICAL M1.08N FLOOR PLAN LEVEL 8 NORTH - MECHANICAL M1.08S FLOOR PLAN LEVEL 8 SOUTH - MECHANICAL M1.09N FLOOR PLAN LEVEL 9 NORTH - MECHANICAL M1.09S FLOOR PLAN LEVEL 9 SOUTH - MECHANICAL M1.10 PARTIAL ROOF PLANS - MECHANICAL M2.03 FLOOR PLAN LEVEL 3 - FIRE PROTECTION M2.04 FLOOR PLAN LEVEL 4 - FIRE PROTECTION M2.05 FLOOR PLAN LEVEL 5 - FIRE PROTECTION M2.06 FLOOR PLAN LEVEL 6 - FIRE PROTECTION M2.07 FLOOR PLAN LEVEL 7 - FIRE PROTECTION M2.08 FLOOR PLAN LEVEL 8 - FIRE PROTECTION M2.09 FLOOR PLAN LEVEL 9 - FIRE PROTECTION M3.01 ENLARGED PLANS M3.02 ENLARGED EAST RAMP PLAN - MECHANICAL M3.03 ENLARGED WEST RAMP PLAN - MECHANICAL M3.04 ENLARGED PLANS M4.01 SECTIONS AND DETAILS M4.02 DETAILS AND DIAGRAMS M4.03 CONTROLS M4.04 SEQUENCE OF OPERATIONS ELECTRICAL E0.01 ELECTRICAL LEGEND AND ABBREVIATION ED1.01 SITE PLAN- DEMO E1.01 SITE PLAN-REMODEL E2.03N FLOOR PLAN LEVEL 3 NORTH - POWER E2.03S FLOOR PLAN LEVEL 3 SOUTH - POWER E2.04N FLOOR PLAN LEVEL 4 NORTH - POWER E2.04S FLOOR PLAN LEVEL 4 SOUTH - POWER E2.05N FLOOR PLAN LEVEL 5 NORTH - POWER E2.05S FLOOR PLAN LEVEL 5 SOUTH - POWER E2.06N FLOOR PLAN LEVEL 6 NORTH - POWER E2.06S FLOOR PLAN LEVEL 6 SOUTH - POWER E2.07N FLOOR PLAN LEVEL 7 NORTH - POWER E2.07S FLOOR PLAN LEVEL 7 SOUTH - POWER E2.08N FLOOR PLAN LEVEL 8 NORTH - POWER E2.08S FLOOR PLAN LEVEL 8 SOUTH - POWER E2.09N FLOOR PLAN LEVEL 9 NORTH - POWER E2.09S FLOOR PLAN LEVEL 9 SOUTH – POWER E3.03N FLOOR PLAN LEVEL 3 NORTH - SYSTEMS E3.03S FLOOR PLAN LEVEL 3 SOUTH - SYSTEMS E3.04N FLOOR PLAN LEVEL 4 NORTH - SYSTEMS E3.04S FLOOR PLAN LEVEL 4 SOUTH - SYSTEMS E3.05N FLOOR PLAN LEVEL 5 NORTH - SYSTEMS E3.05S FLOOR PLAN LEVEL 5 SOUTH - SYSTEMS E3.06N FLOOR PLAN LEVEL 6 NORTH - SYSTEMS E3.06S FLOOR PLAN LEVEL 6 SOUTH - SYSTEMS E3.07N FLOOR PLAN LEVEL 7 NORTH - SYSTEMS E3.07S FLOOR PLAN LEVEL 7 SOUTH - SYSTEMS E3.08N FLOOR PLAN LEVEL 8 NORTH - SYSTEMS E3.08S FLOOR PLAN LEVEL 8 SOUTH - SYSTEMS E3.09N FLOOR PLAN LEVEL 9 NORTH - SYSTEMS E3.09S FLOOR PLAN LEVEL 9 SOUTH – SYSTEMS E4.03N FLOOR PLAN LEVEL 3 NORTH - LIGHTING E4.03S FLOOR PLAN LEVEL 3 SOUTH - LIGHTING E4.04N FLOOR PLAN LEVEL 4 NORTH - LIGHTING E4.04S FLOOR PLAN LEVEL 4 SOUTH - LIGHTING E4.05N FLOOR PLAN LEVEL 5 NORTH - LIGHTING E4.05S FLOOR PLAN LEVEL 5 SOUTH - LIGHTING E4.06N FLOOR PLAN LEVEL 6 NORTH - LIGHTING E4.06S FLOOR PLAN LEVEL 6 SOUTH - LIGHTING E4.07N FLOOR PLAN LEVEL 7 NORTH - LIGHTING E4.07S FLOOR PLAN LEVEL 7 SOUTH - LIGHTING E4.08N FLOOR PLAN LEVEL 8 NORTH - LIGHTING E4.08S FLOOR PLAN LEVEL 8 SOUTH - LIGHTING E4.09N FLOOR PLAN LEVEL 9 NORTH - LIGHTING E4.09S FLOOR PLAN LEVEL 9 SOUTH – LIGHTING E5.01 ONE LINE DIAGRAM E5.02 ONE LINE DIAGRAM-VPCN E5.03 RISER DIAGRAM-POWER E5.04 RISER DIAGRAM-SYSTEMS E6.01 PANEL SCHEDULES E6.02 LV RESPONSIBILITY MATRIX E6.03 EQUIPMENT SCHEDULE E7.01 EAST RAMP E7.02 WEST RAMP E7.03 ENLARGED PLANS AND DETAILS E7.04 ELECTRICAL DETAILS S2.22 RAMP DETAILS - BID ALT #1 S2.23 RAMP DETAILS S2.24 RAMP DETAILS - BID ALT #1 S2.30 DETENTION VAULT FRAMING PLANS S2.31 DETENTION VAULT DETAILS S2.32 DETENTION VAULT DETAILS S2.33 DETENTION VAULT GENERAL NOTES S3.00 TYPICAL FOUNDATION DETAILS S3.01 TYPICAL SLAB ON GRADE DETAILS S3.10 TYPICAL COLUMN DETAILS S3.11 TYPICAL COLUMN DETAILS S3.12 CONCRETE DETAILS S3.13 CONCRETE DETAILS S3.20 CONCRETE MOMENT FRAME SCHEDULE S3.21 CONCRETE MOMENT FRAME SCHEDULE S3.30 POST-TENSIONED GIRDER SCHEDULE S3.40 POST-TENSIONED BEAM SCHEDULE S3.41 POST-TENSIONED BEAM SCHEDULE S3.42 POST-TENSIONED BEAM SCHEDULE S3.43 POST-TENSIONED BEAM SCHEDULE S3.50 GRADE BEAM SCHEDULE S3.51 GRADE BEAM SECTIONS S3.60 TYPICAL PT SLAB DETAILS S4.00 STEEL FRAMING DETAILS S4.01 STEEL FRAMING DETAILS S4.02 STEEL FRAMING DETAILS S4.03 STEEL FRAMING DETAILS S5.00 TYPICAL MASONRY DETAILS ARCHITECTURAL A0.01 SITE PLAN AD.01 DEMOLITION PLANS & SECTIONS AD.02 DEMOLITION ELEVATIONS A1.03N FLOOR PLAN LEVEL 3 NORTH A1.03S FLOOR PLAN LEVEL 3 SOUTH A1.04N FLOOR PLAN LEVEL 4 NORTH A1.04S FLOOR PLAN LEVEL 4 SOUTH A1.05N FLOOR PLAN LEVEL 5 NORTH A1.05S FLOOR PLAN LEVEL 5 SOUTH A1.06N FLOOR PLAN LEVEL 6 NORTH A1.06S FLOOR PLAN LEVEL 6 SOUTH A1.07N FLOOR PLAN LEVEL 7 NORTH A1.07S FLOOR PLAN LEVEL 7 SOUTH A1.08N FLOOR PLAN LEVEL 8 NORTH A1.08S FLOOR PLAN LEVEL 8 SOUTH A1.09N FLOOR PLAN LEVEL 9 NORTH A1.09S FLOOR PLAN LEVEL 9 SOUTH A1.10 ROOF PLAN NORTH AND SOUTH A1.20 EAST RAMP A1.21 WEST RAMP (ALTERNATE #1)A1.22 WEST RAMP (ALTERNATE #1)A3.01 ELEVATIONS - NORTH AND SOUTH A3.02 ELEVATIONS - EAST AND WEST A3.04 ENLARGED SOUTH ELEVATION A3.05 ENLARGED SOUTH ELEVATION - FINS A3.10 BUILDING SECTIONS A3.15 WALL SECTIONS A3.16 WALL SECTIONS A3.17 FLOOR 9 ELEVATIONS AND SECTION A4.01 ENLARGED RCPS LOBBY TYP, 5 & 9 A4.02 ENLARGED RCP LOBBY 7 A4.11 ENLARGED FINISH PLANS & FINISH SCHEDULE A4.12 ENLARGED FINISH PLANS A7.01 STAIR 7 - PLANS AND SECTIONS A7.02 STAIR 8 - PLANS AND SECTIONS A9.01 EXTERIOR DETAILS A9.02 EXTERIOR DETAILS A9.03 DETAILS A9.10 DOOR & FRAME TYPES LEGEND & SCHEDULE A9.11 DOOR DETAILS A9.12 PARTITION TYPES & FLOOR TRANSITION A9.13 CEILING DETAILS A9.14 STAIR & ELEV DETAILS A9.21 PARKING DETAILS MECHANICAL M0.01 LEGEND AND GENERAL NOTES M0.02 WSEC COMPLIANCE AND EQUIPMENT SCHEDULES M0.03 EQUIPMENT SCHEDULES MD1.01 EXISTING GARAGE MECHANICAL DEMOLITION M1.00 SITE PLAN - MECHANICAL M1.02N FLOOR PLAN FOUNDATION NORTH - PLUMBING GENERAL G0.00 COVER SHEET G0.01 GENERAL REQUIREMENTS NOTES G1.01 LIFE SAFETY LEVELS 1 & 2 G1.02 LIFE SAFETY LEVEL 3 G1.03 LIFE SAFETY LEVEL 4 G1.04 LIFE SAFETY LEVEL 5 G1.05 LIFE SAFETY LEVEL 6 G1.06 LIFE SAFETY LEVELS 7 & 8 G1.07 LIFE SAFETY LEVEL 9 G1.08 OPEN GARAGE CALCULATIONS G1.09 OPEN GARAGE CALCULATIONS G2.01 PHASING CIVIL C1 COVER SHEET C2 DEMOLITION PLAN C3 T.E.S.C PLAN C4 GRADING AND UTILITY PLAN C5 VAULT SECTIONS C6 CONSTRUCTION NOTES AND DETAILS S1 SEWER EXTENSION PLAN AND PROFILE W1 WATER EXTENSION PLAN AND PROFILE W2 WATER EXTENSION PLAN AND PROFILE W3 WATER EXTENSION PLAN AND PROFILE W4 WATER EXTENSION PLAN AND PROFILE W5 CONSTRUCTION NOTES AND DETAILS LANDSCAPE TR-1 TREE RETENTION PLAN TR-2 TREE RETENTION PLAN L-1 LANDSCAPE PLAN NORTH L-2 LANDSCAPE PLAN SOUTH L-3 LANDSCAPE PLAN NOTES AND DETAILS L-4 IRRIGATION PLAN NORTH L-5 IRRIGATION PLAN SOUTH L-6 IRRIGATION PLAN NOTES AND DETAILS L-7 IRRIGATION PLAN DETAILS STRUCTURAL S0.00 3D VIEWS S0.01 3D SECTIONS S0.02 PHASING S0.10 GENERAL NOTES S0.11 GENERAL NOTES S0.12 GENERAL NOTES S0.13 GENERAL NOTES S0.14 GENERAL NOTES S0.15 GENERAL NOTES S1.00 PLAN NOTES S1.02N FOUNDATION PLAN NORTH S1.02S FOUNDATION PLAN SOUTH S1.03N SLAB ON GRADE PLAN NORTH S1.03S SLAB ON GRADE PLAN SOUTH S1.04N LEVEL 4 FRAMING PLAN NORTH S1.04Nr LEVEL 4 REINFORCING PLAN SOUTH S1.04S LEVEL 4 FRAMING PLAN SOUTH S1.04Sr LEVEL 4 REINFORCING PLAN SOUTH S1.05N LEVEL 5 FRAMING PLAN NORTH S1.05S LEVEL 5 FRAMING PLAN SOUTH S1.06N LEVEL 6 FRAMING PLAN NORTH S1.06S LEVEL 6 FRAMING PLAN SOUTH S1.07N LEVEL 7 FRAMING PLAN NORTH S1.07S LEVEL 7 FRAMING PLAN SOUTH S1.08N LEVEL 8 FRAMING PLAN NORTH S1.08S LEVEL 8 FRAMING PLAN SOUTH S1.09N LEVEL 9 FRAMING PLAN NORTH S1.09S LEVEL 9 FRAMING PLAN SOUTH S1.10 ROOF FRAMING PLANS S2.00 RETAINING WALL PLAN S2.01 EAST RAMP FRAMING PLANS S2.02 WEST RAMP COLUMN PLAN - BID ALT #1 S2.03 WEST RAMP FRAMING PLAN - BID ALT #1 S2.10 RETAINING WALL SECTIONS S2.11 RETAINING WALL ELEVATIONS N/S S2.12 RETAINING WALL ELEVATIONS EAST S2.13 RETAINING WALL DETAILS S2.14 RETAINING WALL DETAILS S2.15 RETAINING WALL DETAILS S2.20 RAMP DETAILS S2.21 RAMP DETAILS DRAWING INDEX MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 1 1 1 1 1 1 1 1 1 ALUMINUM CONCRETE GLASS RIGID INSULATION BRICK IN SECTION CONCRETE MASONRY UNIT EARTH GYPSUM / PLASTER STEEL PEA GRAVEL STONE BATT INSULATION PRECAST GRAVEL SAND WOOD - SOLID PLYWOOD BRICK CULTURED STONE EXTERIOR COMPOSITE PANEL BLOCKING SHIM GRASS MATERIAL LEGENDSYMBOLOGY LEGEND BUILDING SECTION NUMBER SHEET ON WHICH SECTION IS DRAWN SHEET NUMBER SEQUENCE A -1 01 SHEET NUMBER SHEET TYPE DISCIPLINE EL: +10'-0" STAIR TAG SPOT ELEVATION LEVEL DATUM MATCHLINE REFERENCECENTERLINE TAG PARTITION TAG CEILING TAG REVISION CALLOUT AND CLOUD KEYNOTE TAG CODED NOTE TAG WINDOW TAGDOOR TAG FIXTURE AND EQUIPMENT TAG FURNITURE TAG FINISH TAGCASEWORK TAG ROOM TAG ROOM TAG WITH AREA NORTH ARROW GRID BUBBLES VIEW TITLE VIEW TITLE ON SHEET NUMBER ON SHEET EXISTING GRID BUBBLES SCALE GRAPHIC SCALE ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE BUILDING SECTION WALL SECTION DETAIL SECTION NUMBER DETAIL SECTION ALIGN SYMBOL 000 INDICATES SIMILAR OR OPPOSITE HAND CONDITION 0'8'16'32'64' SCALE: 1/16" = 1'-0" # ## # 1 VIEW TITLE 1/8" = 1'-0" AE101a 1 A101 1 Ref 1Ref 1 Ref 1 RefA101 1 SIM SHEET ON WHICH DETAIL IS DRAWN 101000 1001 ROOM NAME 1001 ROOM NAME 150 SF 1 ALIGN 1 CW-1 BUILDING SECTION NUMBER SHEET ON WHICH SECTION IS DRAWN /MATCHLINE SEE: 1 A101 ? A-3AB R @ 7 1/2"20 REF REFREF REF1 A101 SIM 1 A101 OH 1 A101 SIM DETAIL CALLOUT SHEET ON WHICH DETAIL IS DRAWN A101 1 SIM DETAIL SECTION NUMBER A Name Elevation NAME ELEVATION CPTT-01 ACP-1 1' - 0" A.F.F. GENERAL NOTES 1.DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" x 36". 2.HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. SHEATHING, CENTERLINE OF COLUMN GRIDLINE, OR F.O. FINISH (INTERIOR), UNLESS OTHERWISE NOTED. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, UNLESS OTHERWISE NOTED. 3.THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF NBBJ AND HAVE BEEN PREPARED FOR USE IN THE EXECUTION OF THE ENCLOSED PROJECT. USE OR REPRODUCTION FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF NBBJ IS PROHIBITED. PROJECT DESCRIPTION CONSTRUCTION OF A SEVEN STORY, 381,305 SF EXPANSION TO AN EXISTING GARAGE STUCTURE. PROJECT INFORMATION PROJECT NAME: PROJECT ADDRESS: LEGAL DESCRIPTION: SITE ZONING: PRESENT USE OF PROPERTY: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: FIRE RESISTANCE RATING REQUIREMENTS: ALLOWABLE BUILDING HEIGHT: NUMBER OF STORIES: ALLOWABLE AREA: AREA OF BUILDING: OCCUPANT LOAD FACTOR: OCCUPANT LOAD: CODE AUTHORITY: APPLICABLE CODES: VALLEY MEDICAL CENTER GARAGE EXPANSION 400 SOUTH 43RD STREET, RENTON, WA 98055 ALL THAT PORTION OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LYING NORTHERLY OF THE NORTHERLY MARGIN OF SOUTH 180TH STREET; WESTERLY OF WESTERLY MARGIN OF SPRINGBROOK ROAD (TALBOT HILL ROAD) (96th AVENUE SOUTH); EASTERLY OF THE PRIMARY STATE HIGHWAY NO. 5 (EAST VALLEY FREEWAY). LOCATED ON SOUTH 180th STREET BETWEEN VALLEY FREEWAY ON THE WEST AND 96th AVENUE SOUTH ON THE EAST COMMERCIAL OFFICE (CO) SURFACE PARKING OPEN PARKING GARAGE S-2 1B SPRINKLERED PRIMARY STRUCTURAL FRAME: 2-HR FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 2-HR ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 1-HR EXTERIOR WALL FIRE SEPARATION ADJACENT TO VPCN BUILDING: 1-HR MAXIMUM AREA OF EXTERIOR WALL OPENING ADJACENT TO VPCN BUILDING: 15% 18 TIERS 7 LEVELS UNLIMITED SF PER FLOOR LEVEL 3 55,590 SF LEVEL 4 54,400 SF LEVEL 5 54,370 SF LEVEL 6 54,370 SF LEVEL 7 54,020 SF LEVEL 8 54,020 SF LEVEL 9 54,535 SF TOTAL 381,305 SF 1 PER 200 SF GROSS LEVEL 3 278 OCCUPANTS LEVEL 4 272 OCCUPANTS LEVEL 5 272 OCCUPANTS LEVEL 6 272 OCCUPANTS LEVEL 7 271 OCCUPANTS LEVEL 8 271 OCCUPANTS LEVEL 9 273 OCCUPANTS TOTAL 1,909 OCCUPANTS RENTON DEVELOPMENT SERVICES - BUILDING 1055 SOUTH GRADY WAY RENTON, WA 98057 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2014 NATIONAL ELECTRIC CODE (NFPA 70) 2015 WASHINGTON STATE ENERGY CODE. ACCESSIBILITY: 2015 INTERNATIONAL BUILDING CODE, CHAPTER 11 2009 ICC / ANSI A117.1 (REFERENCED BY IBC) ACCESSIBLE STALLS REQUIRED: FUTURE: ACCESSIBLE AND OVERSIZE PARKING BREAK DOWN: BICYCLE PARKING BREAKDOWN: GARAGE EXPANSION TO SERVE ADJACENT MEDICAL OFFICE BUILDINGS. 20 SPACES FOR THE FIRST 1,000 SPACES IN GARAGE PLUS 1 SPACE FOR EVERY 100 SPACES OVER 1,000. FUTURE MEDICAL OFFICE BUILDING MEDICAL OFFICE: (+/- 5.0 x 1000SF) 160SF per NF x 5.0 = 800 STALLS * NO VAN ACCESSIBLE STALLS WILL BE PROVIDED IN GARAGE. ALL VAN ACCESSIBLE PARKING IS PROVIDED WITH ON-GRADE PARKING NEAR THE BUILDING BEING SERVED. NUMBER OF REQUIRED SPACES: 10% OF 1116 PARKING STALLS = 112 LEVEL 4: 44 LEVEL 3: 80 TOTAL: 124 PARKING ANALYSIS 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:51 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G0.01 GENERAL REQUIREMENTS NOTES ABBREVIATIONS MO MASONRY OPENING NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OPP OPPOSITE PL PLATE, PROPERTY LINE PT POINT R RADIUS, RISER REV REVISION RO ROUGH OPENING SF SQUARE FEET SIM SIMILAR SQ SQUARE STD STANDARD T TOP TO TOP OF TOC TOP OF CURB, TOP OF CONCRETE TOS TOP OF STEEL, TOP OF SLAB TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD WT WEIGHT YD YARD AFF ABOVE FINISHED FLOOR ALT ALTERNATE, ALTERATION BLDG BUILDING BOT BOTTOM BW BOTTOM OF WALL CL CENTERLINE CLR CLEAR CU CUBIC DEG DEGREE DIAG DIAGONAL DIAM DIAMETER DIM DIMENSION DN DOWN EL ELEVATION ELEV ELEVATOR, ELEVATION EQ EQUAL EXT EXTERIOR FIN FINISH FLR FLOORLINE, FLOOR FO FACE OF FT FOOT, FEET GA GAUGE HORIZ HORIZONTAL HT HEIGHT ID INSIDE DIAMETER IN INCH INT INTERIOR LF LINEAR FOOT MAX MAXIMUM MIN MINIMUM TOTAL 1072 22 1079 * 2173 564 508 -- 22 473 606 1037 1136 EXIST NEW LEVEL 9 -- 65 -- -- -- 70 * 135 LEVEL 8 -- 71 -- 6 -- 93 * 170 LEVEL 7 -- 66 -- 8 -- 93 * 167 LEVEL 6 109 81 -- -- 92 88 * 370 LEVEL 5 109 77 -- -- 92 88 * 366 LEVEL 4 107 62 -- 8 92 88 * 357 LEVEL 3 106 86 -- -- 91 86 * 369 LEVEL 2 107 -- -- -- 84 -- * 191 LEVEL 1 26 -- -- -- 22 -- * 48 EXIST NEW EXIST NEW EXIST NEW REGULAR ACCESSIBLE COMPACT VAN TOTAL ** ** LEVEL 6 ALTERNATE #1 ADD 8 REGULAR AND 8 COMPACT STALLS 1 1 1 1 2 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 04/26/17 ASI 02 UPLEVELDOWNLEVELTO SECOND FLOORCOMPACT ABCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTDOWNLEVELLEVELUPLEVELDOWNLEVELDOWNLEVELUPDOWNLEVELUPLEVELUPLEVELTO THIRD FLOOR TO FIRST FLOORTO THIRD FLOORCOMPACTCOMPACTCOMPACT COMPACT COMPACTCOMPACT COMPACTCOMPACT COMPACT COMPACTCOMPACT COMPACTCOMPACTCOMPACT COMPACT COMPACTCOMPACT COMPACTCOMPACTCOMPACT COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTRoll upDoorCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT22 STALLS4 STALLS22 STALLS26 REGULAR STALLS22 COMPACT STALLS14,180 200EXISTING GARAGES-271FECFECSTAIR 5STAIR 62503523036160' - 0" MAX TRAVEL DISTANCE - 400' ALLOWEDFECFEC22 STALLS19 STALLS19 STALLS21 STALLS19 STALLS21 STALLS19 STALLS21 STALLS8 STALLS8 STALLS2 STALLS64,076 200EXISTING GARAGES-2321STAIR 5STAIR 6ELEV 1STAIR 4FECFECFECSTAIR 3STPELEV 2275808 STALLS4 STALLS107 REGULAR STALLS 84 COMPACT STALLS200802008020081184' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED272' - 0" MAX TRAVEL DISTANCE - 400' ALLOWEDFECFECFECFECFECFECFECFECFECFECSTPSTORMECHELEVELECSPRINKLER RMSTORAGESTORAGEGENERAL SHEET NOTESCEILING MOUNTED,SINGLEEXIT SIGNSCEILING MOUNTED,DOUBLECEILING MOUNTED,DOUBLE DIRECTIONALCEILING MOUNTED,SINGLE DIRECTIONALWALL MOUNTED, SINGLEWALL MOUNTED,DOUBLEWALL MOUNTED,DOUBLE DIRECTIONAL150'-0"EXIT ROUTE: A147STAIR X100FECFEWMAXIMUM TRAVELDISTANCE FROMFURTHEST POINTFIRE EXTINGUISHER CABINETFIRE EXTINGUISHER WALL MOUTEDEGRESS CAPACITYREQUIREDEGRESS CAPACITYPROVIDEDEXIT NAMESTPSTANDPIPESYMBOLWALL TYPEFIRERESISTANCERATINGFIRE BARRIER(INCIDENTAL USE AREAREQUIRING PROTECTION)1-HOURFIRE BARRIER (SHAFT)AND EXIT PASSAGEWAY2-HOURINDICATES SQUAREFOOTAGE OF AREA LISTEDINDICATES OCCUPANT LOADFOR THE AREA LISTEDINDICATES OCCUPANCYGROUP AS DESCRIBED BYIBCRM NAME12,000 SFOCCUPANCY GROUP100120INDICATES OCCUPANTLOAD FACTOR PER IBCTABLE 1004.1.1147STAIR X100INDICATES EXITACCESSINDICATES ACCESS TOAN EXTERIOR EXIT OREXIT ENCLOSUREEXISTINGEXIT SIGN223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:PROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12345/26/2017 11:29:57 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004G1.01LIFE SAFETYLEVELS 1 & 2 1/16" = 1'-0"1LIFE SAFETY LEVEL 1 EXISTING 1/16" = 1'-0"2LIFE SAFETY LEVEL 2 EXISTINGMARK DATE DESCRIPTION FECFECFECFECFECFECFECFECFECFECFECFECTO FOURTH FLOORTO SECOND FLOOR TO SECOND FLOORTO FOURTH FLOORLEVELUPLEVELUPLEVELDOWNUPLEVELDOWNLEVELDOWNLEVELUPLEVELLEVELDOWNCOMPACT COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACT COMPACT COMPACT COMPACTCOMPACT COMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACT COMPACTCOMPACT22 STALLS19 STALLS19 STALLS21 STALLS6 STALLS4 STALLS20 STALLS18 STALLS19 STALLS19 STALLS6 STALLS8 STALLS8 STALLS6 STALLS2 STALLSEXISTING GARAGE106 REGULAR STALLS 91 COMPACT STALLSLEVEL 3 TOTAL STALLS192 REGULAR STALLS177 COMPACT STALLS369 TOTAL STALLS64,000 200EXISTING GARAGES-232154,359 200GARAGE EXPANSIONS-227219 STALLSSTAIR 5STAIR 6ELEV 1STAIR 4FECFECFECSTAIR 3STPELEV 2275162STAIR 8STAIR 7ELEV 4ELEV 5STPSTPEXISTING BRIDGE TOMEDICAL ARTSCENTERELECSPRINKLERROOM1659116591ELEV 3LOBBY200802008020080275L3EGRESS171EGRESS CONVERGENCEFROM LEVELS 2 & 4242' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED184' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED272' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED230' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED235' - 0" MAX TRAVEL DISTANCE - 400' ALLOWEDFECFECFECFECFECFECFECFECFECFECSTPBOILER RMIDFFIRE DEPARTMENT CONNECTION2 HR RATEDBOTTOM TOPLENUM ABOVESEE SHEET G1.01 FORLIFE SAFETY LEGEND223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:PROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12345/26/2017 11:30:00 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004G1.02LIFE SAFETYLEVEL 3GARAGE EXPANSION86 REGULAR STALLS86 COMPACT STALLSMARK DATE DESCRIPTION FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FECFEC DN TO FIFTH FLOORTO THIRD FLOOR TO THIRD FLOORTO FIFTH FLOOR LEVEL UP LEVEL UP LEVEL DOWN UP LEVEL DOWN LEVEL DOWN LEVEL UP LEVEL LEVEL DOWN COMPACT COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT COMPACT COMPACTCOMPACT22 STALLS19 STALLS19 STALLS21 STALLS4 STALLS25 STALLS19 STALLS19 STALLS19 STALLS6 STALLS8 STALLS 8 STALLS6 STALLS4 STALLS EXISTING GARAGE 107 REGULAR STALLS 92 COMPACT STALLS LEVEL 4 TOTAL STALLS 8 ACCESSIBLE STALLS 169 REGULAR STALLS 180 COMPACT STALLS 357 TOTAL STALLS 64,000 200 EXISTING GARAGES-2 321 53,382 200 GARAGE EXPANSIONS-2 26719 STALLSSTAIR 5 STAIR 6 ELEV 1 STAIR 4 FEC FEC FEC STAIR 3 STP ELEV 2 STP STP STAIR 8 STAIR 7 ELEV 4ELEV 5 STORAGE LOBBY STORAGE ELEV 3165 89 165 89 200 80 200 80 200 80 200 170 242' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED184' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED272' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED235' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED230' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC STP SEE SHEET G1.01 FOR LIFE SAFETY LEGEND 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:30:04 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G1.03 LIFE SAFETY LEVEL 4GARAGE EXPANSION 8 ACCESSIBLE STALLS 62 REGULAR STALLS 88 COMPACT STALLS MARK DATE DESCRIPTION FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FECFEC DN TO SIXTH FLOORTO FOURTH FLOOR TO FOURTH FLOORTO SIXTH FLOOR LEVEL UP LEVEL UP LEVEL DOWN UP LEVEL DOWN LEVEL DOWN LEVEL UP LEVEL LEVEL DOWN COMPACT COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT22 STALLS19 STALLS19 STALLS21 STALLS4 STALLS25 STALLS19 STALLS19 STALLS19 STALLS16 STALLS 8 STALLS6 STALLS4 STALLS EXISTING GARAGE 109 REGULAR STALLS 92 COMPACT STALLS LEVEL 5 TOTAL STALLS 186 REGULAR STALLS 180 COMPACT STALLS 366 TOTAL STALLS 64,000 200 EXISTING GARAGES-2 321 53,383 200 GARAGE EXPANSIONS-2 26719 STALLSSTAIR 5 STAIR 6 ELEV 1 STAIR 4 FEC FEC FEC STAIR 3 STP ELEV 2 STAIR 8 STAIR 7 ELEV 5 390 224 STP STP 3' - 3 1/4" 10' - 0" EXIST VPCN BLDG - CONST TYPE IIB LOBBY ELEV 4IMAGINARY LINE FOR FIRE SEPARATION DISTANCE. EXISTING BUILDING EXTERIOR WALL NON-RATED WITH UP TO 45% UNPROTECTED OPENINGS. GARAGE ADDITION EXTERIOR WALL RATED 1 HOUR WITH MAXIMUM 15% OPENINGS. FAN ROOM 1 FAN ROOM 2 FAN ROOM 3 ELEV 3EXIT PASSAGE WAY 225 L5 EGRESS 89 165 L5 EGRESS 89 200 80 200 80 200 80 200 171 EGRESS CONVERGENCE L3 & L7 EGRESS CONVERGENCE L3 & L7 225 223 FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC STP SEE SHEET G1.01 FOR LIFE SAFETY LEGEND 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:30:08 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G1.04 LIFE SAFETY LEVEL 5 GARAGE EXPANSION 77 REGULAR STALLS 88 COMPACT STALLS MARK DATE DESCRIPTION FEC FEC FEC FEC FEC FEC FEC FEC FEC FECFEC FEC TO UPPERTO FIFTH FLOOR TO FIFTH FLOORTO UPPER LEVEL UP LEVEL UP LEVEL DOWN UP LEVEL DOWN LEVEL DOWN LEVEL UP LEVEL LEVEL DOWN COMPACT COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTSIXTH FLOOR SIXTH FLOOR COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACT COMPACTCOMPACT22 STALLS19 STALLS19 STALLS21 STALLS4 STALLS25 STALLS19 STALLS19 STALLS19 STALLS16 STALLS 8 STALLS6 STALLS4 STALLS EXISTING GARAGE 109 REGULAR STALLS 92 COMPACT STALLS LEVEL 6 TOTAL STALLS 190 REGULAR STALLS 180 COMPACT STALLS 370 TOTAL STALLS 64,000 200 EXISTING GARAGES-2 321 53,385 200 GARAGE EXPANSIONS-2 26719 STALLSSTAIR 5 STAIR 6 ELEV 1 STAIR 4 FEC FEC FEC STAIR 3 STP ELEV 2 STAIR 8 STAIR 7 ELEV 4ELEV 5STP STP EXIST VPCN BLDG - CONST TYPE IIB IMAGINARY LINE FOR FIRE SEPARATION DISTANCE. EXISTING BUILDING EXTERIOR WALL NON-RATED WITH UP TO 45% UNPROTECTED OPENINGS. GARAGE ADDITION EXTERIOR WALL RATED 1 HOUR WITH MAXIMUM 15% OPENINGS.ELEV 3STORAGE LOBBY 165 89 165 89 200 80 200 80 200 80 200 170184' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED272' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED235' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED230' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED 242' - 0" MAX TRAVEL DISTANCE - 400' ALLOWEDFEC FEC FEC FEC FEC FEC FEC FEC FEC FEC STP 3' - 3 1/4"10' - 0" SEE SHEET G1.01 FOR LIFE SAFETY LEGEND 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:30:12 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G1.05 LIFE SAFETY LEVEL 6 GARAGE EXPANSION 81 REGULAR STALLS 88 COMPACT STALLS MARK DATE DESCRIPTION FEC FEC F E C FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FECFEC FEC FEC FEC STAIR 8 STAIR 7 ELEV 4ELEV 5STP STP 3' - 3 1/4"10' - 0" EXIST VPCN BLDG - CONST TYPE IIB FUTURE BRIDGE TO MOB STORAGE LOBBY STORAGE 52,919 200 GARAGE EXPANSIONS-2 265 IMAGINARY LINE FOR FIRE SEPARATION DISTANCE. EXISTING BUILDING EXTERIOR WALL NON-RATED WITH UP TO 45% UNPROTECTED OPENINGS. GARAGE ADDITION EXTERIOR WALL RATED 1 HOUR WITH MAXIMUM 15% OPENINGS.ELEV 3165 133 165 132 248' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED304' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED 52,944 200 GARAGE EXPANSIONS-2 265 STAIR 8 STAIR 7 ELEV 4ELEV 5STP STP EXIST VPCN BLDG - CONST TYPE IIB LOBBY STORAGE 3' - 3 1/4"10' - 0" IMAGINARY LINE FOR FIRE SEPARATION DISTANCE. EXISTING BUILDING EXTERIOR WALL NON-RATED WITH UP TO 45% UNPROTECTED OPENINGS. GARAGE ADDITION EXTERIOR WALL RATED 1 HOUR WITH MAXIMUM 15% OPENINGS. STORAGEELEV 3ALTERNATE #1: WEST RAMP FROM LEVEL 6 (EXISTING GARAGE) TO LEVEL 8 (GARAGE EXPANSION) 165 133 165 132 242' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED304' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED EAST RAMP 1 1 SEE SHEET G1.01 FOR LIFE SAFETY LEGEND 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:30:17 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G1.06 LIFE SAFETY LEVELS 7 & 8 1/16" = 1'-0"1 LIFE SAFETY LEVEL 7 1/16" = 1'-0"2 LIFE SAFETY LEVEL 8 GARAGE EXPANSION 8 ACCESSIBLE STALLS 66 REGULAR STALLS 93 COMPACT STALLS 167 TOTAL STALLS GARAGE EXPANSION 6 ACCESSIBLE STALLS 71 REGULAR STALLS 93 COMPACT STALLS 170 TOTAL STALLS MARK DATE DESCRIPTION 1 01/13/17 CHANGE PROPOSAL 1 FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC 47,096 200 GARAGE EXPANSIONS-2 236 STAIR 8 STAIR 7 ELEV 4ELEV 5STP STP ELEV MACH RMELEV 3165 118 165 118304' - 0" MAX TRAVEL DISTANCE - 400' ALLOWED LOBBY SEE SHEET G1.01 FOR LIFE SAFETY LEGEND 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:30:19 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G1.07 LIFE SAFETY LEVEL 9 1/16" = 1'-0"1 LIFE SAFETY LEVEL 9 GARAGE EXPANSION 65 REGULAR STALLS 70 COMPACT STALLS 135 TOTAL STALLS MARK DATE DESCRIPTION Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 2 57' - 4" Level 1 46' - 10" Level 9 130' - 10" 2 3 411.4 1.6 1.9 2.2 2.8 3.1 3.4 3.62.3 2.7 NEW GRADE TOP OF STEPPED SHORING WALL - 2'-0" BELOW NEW GRADE6' - 4" OPEN AREA3' - 8 1/2"5 1/2" PT SLABGARAGE ENTRANCESIDE WALK OPENING BRIDGE ENTRANCE 181' - 8 3/4" 14' - 6"14' - 6"14' - 6" 244' - 3 1/2" 5' - 2"24' - 0"11' - 10" 20' - 6"10' - 10"24' - 0"11' - 4"24' - 0" (97'- 9") (131' - 8") (40% OF SOUTH LENGTH = 72' - 10") TOTAL LENGTH OF OPENING ON THE SOUTH SIDE = 106'- 9" TOTAL SQ FT OF SOUTH ELEVATION OF FLOOR 5 = 1827.583333 SQ FT (10' - 1/2" * 182' - 0") 20% OF THE TOTAL SOUTH ELEVATION = 365.5166 SQ FT SOUTH ELEVATION OPENING OF FLOOR 5 = 611.95 SQ FT (6' - 4" * 66' - 3" + 4' - 9" * 40' -6") NEW GARAGE 3.5 14' - 6"26' - 0"14' - 6"8' - 0" NEW GARAGEEXISTING GARAGE 4' - 9 1/2"Level 9 H.P. 131' - 10" EX-L 1 46' - 10" EX-L 2 57' - 4" EX-L 3 67' - 10" EX-L 1.5 52' - 1" EX-L 2.5 62' - 7" EX-L 3.5 73' - 1" Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 2 57' - 4" Level 9 130' - 10" ABCDEFGHIJKLMNOP 330' - 0 5/16" 15' - 9"15' - 9"15' - 9"15' - 9"15' - 9" 15' - 9"15' - 9"15' - 9" 15' - 9"15' - 9"15' - 9"13' - 11 1/2"13' - 8 1/2"14' - 2 1/2"14' - 5 1/2" (132' - 0") 244' - 3"15' - 1 1/2" 4' - 0"6' - 6"3' - 8 1/2"6' - 4" OPEN AREA304' - 4" TOTAL LENGTH OF OPENING ON THE WEST SIDE FOR FLOOR 5= 10'- 6" NEW GARAGE TOTAL SQ FT OF WEST ELEVATION OF FLOOR 5 = 3056.01388 SQ FT (10' - 0 1/2" * 304' - 4") 20% OF THE TOTAL WEST ELEVATION = 611.2027 SQ FT WEST ELEVATION OPENING OF FLOOR 5 = 66.5 SQ FT (6' - 4" * 10' - 6") Level 9 H.P. 131' - 10" EX-L 1 46' - 10" EX-L 2 57' - 4" EX-L 3 67' - 10" EX-L 1.5 52' - 1" EX-L 2.5 62' - 7" EX-L 3.5 73' - 1" 3.18 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:30:23 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G1.08 OPEN GARAGE CALCULATIONS 1/16" = 1'-0"1 SOUTH ELEVATION 1/16" = 1'-0"2 WEST ELEVATION TOTAL SQ FT ELEVATION OF FLOOR 5 = 9767.19 SQ FT (1827.58 * 2 + 3056.014 * 2) 20% OF TOTAL SQ FT ELEVATION OF FLOOR 5 = 1953.4376 SQ FT TOTAL SQ FT OPENING OF FLOOR 5 = 2435.94 SQ FT (611.95 + 66.5 + 842.33 + 915.16) TOTAL PERMETER OF FLOOR 5 = 972.67' (182' - 0" * 2 + 304' - 4" * 2) 40% OF TOTAL PERIMETER OF FLOOR 5 = 389.07' TOTAL LINEAR FT OF OPENING OF FLOOR 5 = 394.75' (106' - 9" + 10' - 6" + 133' -0" + 144' - 6") MARK DATE DESCRIPTION Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" TO Steel Stair 7 141' - 1" A B C D E F G H I J K L M N O P 17' - 6"19' - 2"19' - 4"21' - 4"21' - 4"18' - 0"18' - 0"18' - 0"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6"10' - 3"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"30" X 90" EXHAUST DUCT, TYP 48" X 48" GRILLE, TYP 34" X 46" GRILLE, TYP0' - 5 1/2" PT SLAB3' - 8 1/2"6' - 4" OPEN AREALOUVER AREA, 3 PLACES PARTITION, 4 PLACES 5 1/2" CONCRETE SLAB, TYP 36" CONCRETE COLUMN, TYP 304' - 4" 18' - 4"5' - 4 3/8"15' - 0"15' - 0"18' - 4"8' - 8 3/8"18' - 4"18' - 4"18' - 4"8' - 10 3/8" 15' - 0"18' - 4"18' - 6" TOTAL SQ FT OF EAST ELEVATION OF FLOOR 5 = 3056.01385 SQ FT (10' - 0 1/2" * 304' - 4") 20% OF THE TOTAL EAST ELEVATION = 611.2028 SQ FT EAST ELEVATION OPENING OF FLOOR 5 = 915.16 SQ FT (6' - 4" * 144' - 6") (40% OF EAST LENGTH = 121' - 9") TOTAL LENGTH OF OPENING ON THE EAST SIDE = 144'- 6" TO Parapet Stair 7 145' - 1" TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" Level 9 H.P. 131' - 10" Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 1 46' - 10" Level 9 130' - 10" TO Steel Stair 7 141' - 1" 1.31.7233.33.74 12.32.7 10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"17' - 10"20' - 10"21' - 4"60' - 6"21' - 4"20' - 10"17' - 10" NEW GRADE0' - 5 1/2" PT SLAB3' - 8 1/2"6' - 4" OPEN AREA182' - 0" 3' - 9 3/8"16' - 10"17' - 4"16' - 2"16' - 2"16' - 2"17' - 4"16' - 10" 58' - 8"57' - 9"57' - 8"58' - 8" 232' - 8" 244' - 0"(97' - 8") TOTAL SQ FT OF NORTH ELEVATION OF FLOOR 5 = 1827.583333 SQ FT (10' - 1/2" * 182' - 0") 20% OF THE TOTAL NORTH ELEVATION = 365.5166 SQ FT NORTH ELEVATION OPENING OF FLOOR 5 = 842.33 SQ FT (6' - 4" * 133' - 0") NEW GARAGE (40% OF SOUTH LENGTH = 72' - 10") TOTAL LENGTH OF OPENING ON THE SOUTH SIDE OF FLOOR 5 = 133'- 0"3'-6" OPENING TYP12' - 7" EXISTING GARAGENEW GARAGETO Parapet Stair 7 145' - 1" Level 9 H.P. 131' - 10" EX-L 1 46' - 10" EX-L 2 57' - 4" EX-L 3 67' - 10" EX-L 1.5 52' - 1" EX-L 2.5 62' - 7" EX-L 3.5 73' - 1" 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:30:25 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G1.09 OPEN GARAGE CALCULATIONS 1/16" = 1'-0"2 EAST ELEVATION 1/16" = 1'-0"1 NORTH ELEVATION MARK DATE DESCRIPTION x x x x xPROPERTY LINE PROPERTY LINE WMA 36-L WMA 35-L WMA 34-L WMA 33-L WMA 32-L WMA 30-L WMA 31-L WMA 29-L WMA 28-L WMA 27-L WMA 26-L WMA 25-L WMA 24-L WMA 23-L WMA 22-L WMA 21-L WMA 20-L WMA 19-L WMA 18-L WMA 17-L WMA 16-L WMA 15-L WMA 14-L WMA 13-L WMA 12-L WMA 11-L WMA 10-L WMA 9-L WMA 8-L WMA 7-L WMA 6-L WMA 5-L WMA 4-L WMA 3-L WMA 2-L STREAM A LEFT BANK SURFACE ROCK FEATURE 3" GRAVEL FEATURE 1" GRAVEL - FRENCH DRAIN GRAVEL DRAINAGEFEATURE4' RAIL 4' RAIL4' RAIL 4' RAIL 4' RAILFF=54.18' CANOPY OVER LOADING ZONE CANOPY OVER DRIVE THROUGH PHARMACY CANOPY OVER WALK(9 5 )(90)(90)(95)(85)(80 ) (7 0 ) (7 5 ) (80)(95)(90)(85)(80)(75)(70)(65)(90) (95)(100)(95)(90)(95)(90)(95)(95)(60) (65) (70) (75) (80) (85) (90) (95) (60) (65) (70) (75) (80) (85) (90) (90) (55) (60) (65) (70) (75) (80) (85) (55) (60) (65) (70) (75) (80) (85) (8 0 ) (8 5 )(50)(5 0 ) (5 5 ) (6 0 ) (6 5 ) (7 0 ) (7 5 ) (50) (55) (60) (65) (70) (75)(75)(55) (5 5)(45)(55)(60)(55)(50) (45)(5 0 )(60)(55)(50)TO FOURTH FLOORTO SECOND FLOOR TO SECOND FLOORTO FOURTH FLOOR LEVEL UP LEVEL UP LEVEL DOWN UP LEVEL DOWN LEVEL DOWN LEVEL UP LEVEL LEVEL DOWN COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTTO FIFTH FLOORTO THIRD FLOOR TO THIRD FLOORTO FIFTH FLOOR LEVEL UP LEVEL UP LEVEL DOWN UP LEVEL DOWN LEVEL DOWN LEVEL UP LEVEL LEVEL DOWN COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTTO SIXTH FLOORTO FOURTH FLOOR TO FOURTH FLOORTO SIXTH FLOOR LEVEL UP LEVEL UP LEVEL DOWN UP LEVEL DOWN LEVEL DOWN LEVEL UP LEVEL LEVEL DOWN COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTTO UPPERTO FIFTH FLOOR TO FIFTH FLOORTO UPPER LEVEL UP LEVEL UP LEVEL DOWN UP LEVEL DOWN LEVEL DOWN LEVEL UP LEVEL LEVEL DOWN COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTSIXTH FLOOR SIXTH FLOOR COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTBB C'C D 3 2 E 1 EXIST GARAGE EXISTING VPCN BLDG FUTURE CLINICFUTURE BRIDGEJ H STAIR 3 TEMPORARY EXIT PATH TEMPORARY EXIT PATH EXISTING HR BLDGEAST RAMP1 GARAGE EXPANSION (LEVEL 3 SHOWN) 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4FOR REFERENCE ONLY5/26/2017 11:30:28 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1" = 30'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 G2.01 PHASING PHASING NARRATIVE MARK DATE DESCRIPTION 1 01/13/17 CHANGE PROPOSAL 1 DNUPDNUP 400LOBBY 401STORSTAIR 8STAIR 7ELEV 4ELEV 5 403STORAGE ELEV 3WU16-005901⅊⅊⅊Know what'sbelow.before you dig.CallRTED393701 R-393701 SBSBSBSBTALBOT ROAD S O U T H (SPRINGBROO K R O A D ) (DEDICATED PU B L I C R I G H T O F W A Y )S. 177TH STREET(DEDICATED PUBLIC RIGHT OF WAY)U16-005901TED393702 R-393702 U16-005901U16-005901 U16-005901TED393705R-393705 DN UP DN UP 400LOBBY 401STOR STAIR 8 STAIR 7 ELEV 4 ELEV 5 403STORAGE ELEV 3U16-005901TED393703R-393703 ,U16-005901TED393707 R-393707 U16-005901 U16-005901 U16-005901TED393706 R-393706 U16-005901TED393709 R-393709 U16-005901TED393711R-393711 U16-005901TED393712R-393712 U16-005901TED393713R-393713 U16-005901U16-005901 U16-005901U16-005901 U16-005901U16-005901 U16-005901WWP393701 S-393701 U16-005901WTR393701W-393701 U16-005901U16-005901 U16-005901WTR393703W-393703 U16-005901W-393704WTR393704 U16-005901 U16-005901 U16-005901WTR393707 W-393707 U16-005901 U16-005901 U16-005901 U16-005901 EGEGEGEGEGEGEGEGEGEGEG HeHeHeHeHeHeHeHe RDRDRD FGFGFGFGFGFGFGFGFGFGFGFG MeMeMeMeMeMe hebheb hebhebhebhebhebhebhebhebhebhebheb MeMeMeMeMeMeMeMeMeMe BRBRBRBRBRBRBRBRBRBRBRBRBRBR LHLHLHLHLHLHLHLHLH LLLLLLLLLLLLLL LLLL LLLLLLLLLL LHLH YJYJYJYJYJYJYJYJYJ BK BKBK BKBK RDFGhebBKBK Pin PinPinPinPin YJ BK Pin Pin BR BRBRBRBR EG EGEGEGEGEGEGEGEG He HeHeHe HeHeHeHeHeHeHe ElkElkElk ElkElkElkElkElkElkElkElkElkElk HeHe ElkElkElkElk Elk FGFGFGFGFGFGFGFGFG hebhebhebhebhebheb hebhebhebhebhebhebhebhebhebhebheb Elk heb YJ He EG EG DN UP 400 LOBBY 401 STOR STAIR 8 ELEV 4 ELEV 5 ELEV 3 EGEGEG EGEGHe HeHeHeBRBRPinPin BKBK YJYJ MeMeMe hebheb FGFGFG RDRD MeMeMeLH sf M OG MY RC EH Sn bhr heb Elk LL YJ Me He EG BK RD Pin LH FG BR EXISTING SIDEWALK EXISTING SIDEWALK 3 3 3 3 3 3 AREA TO REMAIN CLEAR FOR FIRE ACCESS 3 3 3 OIL/WATER SEPARATOR 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:22:02 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.00 3D VIEWS FOR REFERENCE ONLY - NOT ALL STRUCTURAL ELEMENTS ARE SHOWN IN THESE VIEWS 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:22:32 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.01 3D SECTIONS S0.01 1 3D N-S SECTION S0.01 2 3D E-W SECTION FOR REFERENCE ONLY - NOT ALL STRUCTURAL ELEMENTS ARE SHOWN IN THESE VIEWS 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:23:04 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.02 PHASING S0.02 1 PHASE I S0.02 2 PHASE II S0.02 3 PHASE III S0.02 4 PHASE I S0.02 5 PHASE I+ S0.02 6 PHASE I+II+ FOR REFERENCE ONLY - NOT ALL STRUCTURAL ELEMENTS ARE SHOWN IN THESE VIEWS INCLUDES BUT NOT LIMITED TO: 1.SITE PERMANENT RETAINING WALL. 2.DETENTION VAULT. 3.RETAINING WALL "LID" (G.C. TO COORDINATE SEQUENCE WITH PHASE II). INCLUDES BUT NOT LIMITED TO: 1.CONCRETE SLAB-ON-GRADE. 2.CONCRETE FOUNDATIONS. 3.CONCRETE ELEVATED FRAMING UP TO LEVEL 5. 4.CMU PARTITION AND INFILL WALLS UP TO UNDERSIDE OF LEVEL 5. INCLUDES BUT NOT LIMITED TO: 1.CONCRETE ELEVATED FRAMING UP TO LEVEL 9. 2.CMU PARTITION AND INFILL WALLS UP TO ROOF. 3.BIDDER DESIGN STEEL FRAMED STAIRS. 4.EAST ENTRANCE RAMP. 5.WEST ENTRANCE RAMP ON TOP OF EXISTING GARAGE - BID ALT. 6.STEEL FRAMED LOBBY ROOF. II III IN ORDER TO FACILITATE THE EARLY OCCUPANCY OF LEVEL 3, LEVEL 4 AND LEVEL 5 HAVE BEEN DESIGNED TO SUPPORT THE CONSTRUCTION LOADING FOR LEVEL 6 WITHOUT SHORING DOWN TO LEVEL 3. LEVEL 5 SHALL HAVE CURED FOR A MINIMUM OF 14 DAYS PRIOR TO POURING LEVEL 6. AREA DESIGN DEAD LOAD LIVE LOAD (1)PARTITION LOAD CONCENTRATED LOADS PENTHOUSE ROOF 25 PSF MECHANICAL ROOM 40 PSF +EQUIPMENT WITH A MAXIMUM DUST RATIO % PASSING U.S. NO. 200 SIEVE = 2/3 MAX. % PASSING U.S. NO. 40 SIEVE ROOF SURFACES 1 EFFECTIVE WIND AREA POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) ZONE 2 1 2 3 1 2 3 10 SF 16.0 16.0 16.0 -36.2 -56.8 -77.4 20 SF 16.0 16.0 16.0 -33.9 -54.5 -72.9 50 SF 16.0 16.0 16.0 -31.6 -49.9 -68.3 100 SF 16.0 16.0 16.0 -29.3 -47.7 -66.0 WALL SURFACES AND ROOF OVERHANGS 1 EFFECTIVE WIND AREA POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) ZONE 2 4 5 4 5 2 3 10 SF 24.7 26.7 -24.7 -45.4 - - 20 SF 24.7 24.7 -24.7 -45.4 - - 50 SF 22.5 22.5 -22.5 -40.8 - - 100 SF 21.3 21.3 -22.5 -36.2 - - 500 SF 17.9 17.9 -20.2 -27.0 - - THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. VERTICAL LOADS SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO MOMENT RESISTING FRAMES. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY FRAME ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. EAST RAMP: LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOOR TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WEST RAMP: THE 2015 INTERNATIONAL BUILDING CODE WAS USED FOR DESIGN OF NEW PORTIONS OF THE LATERAL FORCE RESISTING SYSTEM. EXISTING ELEMENTS WERE ANALYZED USING UNREDUCED FORCES FROM THE 2015 INTERNATIONAL BUILDING CODE. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO EXISTING SHEAR WALLS AND MOMENT FRAMES AT THE NEW RAMP AT THE TOP STORY OF THE EXISTING GARAGE. LOADS ARE THEN TRANSFERRED TO THE FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. (1) LIVE LOADS EXCEPT SNOW LOADS ARE REDUCED PER IBC SECTION 1607.10. (2) LIVE LOAD REDUCTION NOT PERMITTED EXCEPT AS NOTED IN IBC SECTION 1607.10. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7-10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED, (3 SEC. GUST), V = 110 MPH; V = 85 MPH - RISK CATEGORY PER TABLE 1.5-2 = II - TOPOGRAPHIC FACTOR K = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: ULT PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. FOUNDATION DESIGN CRITERIA (REFER TO GEOTECHNICAL REPORT BY GEOENGINEERS: "GEOTECHNICAL ENGINEERING SERVICES FOR VALLEY MEDICAL CENTER FY 2016 PROPOSED PARKING GARAGE"). ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH. NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c=2000 PSI). AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER-SOFTENED FOOTINGS. FREE DRAINING BACKFILL MATERIAL FOR RETAINING & BASEMENT WALLS A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5%, SEISMIC IMPORTANCE FACTOR, e = 1.0 RISK CATEGORY OF BUILDING PER TABLE 1.5-2 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.405 S = 0.523 SITE CLASS PER TABLE 20.3-1 = C DESIGN SPECTRAL RESPONSE ACCELERATIONS S = 0.937 & S = 0.453 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = 41,470k ANALYSIS PROCEDURE USED = MODAL RESPONSE SPECTRUM ANALYSIS RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 8 Cs = 0.0575 DESIGN BASE SHEAR V = 2,386k EAST RAMP: W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = 582k ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 5 Cs = 0.187 DESIGN BASE SHEAR, V = 109k WEST RAMP: W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = 17,255k (1,015k RAMP ONLY) ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 6 Cs = 0.156 DESIGN BASE SHEAR, V = 2,692k I 1 DS D1 SOIL BEARING PRESSURE: GARAGE: 10,000 PSF* EAST RAMP: 6,000 PSF* ACTIVE PRESSURE - RESTRAINED: 55 PCF +14H SEISMIC SURCHARGE ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +14H SEISMIC SURCHARGE PASSIVE RESISTANCE: 390 PCF (INCLUDES F.O.S. = 1.5) COEFFICIENT OF FRICTION: .4 (INCLUDES F.O.S. = 1.5) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING Cs =SDS ( )R Ie SEISMIC: (ASCE 7-10) V = CsW Cs MINIMUM = 0.044 S ≥ 0.01 ;WHERE SD1 Ie RT( ) FOR T ≤ TL OR Cs MAXIMUM = WITH 1. VALUES SHOWN IN TABLE ARE GROSS ULTIMATE WIND PRESSURES. 2. ZONES ARE AS DEFINED BY FIGURE 30.5-1 IN ASCE 7-10. Cs MINIMUM = FOR S > 0.6g1 0.5S1 Ie R OR SD1TL Ie RT ( ) FOR T > TLCs MAXIMUM =2 GENERAL NOTES DESIGN CRITERIA 300# ASD ZT DS EI PASSENGER VEHICLE GARAGES 40 PSF (2)3,000# ACI: 1. ACI-117 'SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION, MATERIALS AND COMMENTARY'. 2. ACI-301 'STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE'. 3. ACI-302.1 'GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION'. 4. ACI-304 'GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE'. 5. ACI-305.1 'SPECIFICATIONS FOR HOT WEATHER CONCRETING'. 6. ACI-306.1 'STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING'. 7. ACI-308.1 'STANDARD SPECIFICATION FOR CURING CONCRETE'. 8. ACI-309 'GUIDE FOR CONSOLIDATION OF CONCRETE'. 9. ACI-311.4 'GUIDE FOR CONCRETE INSPECTION'. 10. ACI-315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. 11. ACI-318 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 12. ACI-506.2 'SPECIFICATION FOR SHOTCRETING'. 13. ACI 347 'GUIDE TO FORMWORK FOR CONCRETE'. 14. ACI 303.1 'STANDARD SPECIFICATION FOR CAST-IN PLACE/ARCHITECTURAL CONCRETE'. ASTM: 1. ASTM C33 'STANDARD SPECIFICATION FOR CONCRETE AGGREGATES'. 2. ASTM C94 'STANDARD SPECIFICATION FOR READY-MIX CONCRETE'. 3. ASTM C150 'STANDARD SPECIFICATION FOR PORTLAND CEMENT'. 4. ASTM C260 'STANDARD SPECIFICATION FOR AIR-ENTRAINED ADMIXTURES FOR CONCRETE'. 5. ASTM C309 'STANDARD SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE'. 6. ASTM C494 'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR CONCRETE'. 7. ASTM C595 'STANDARD SPECIFICATION FOR BLENDED HYDRAULIC CEMENTS'. 8. ASTM C618 'STANDARD SPECIFICATION FOR ... FLY-ASH...'. 9. ASTM C989 'STANDARD SPECIFICATION FOR SLAG...'. 10. ASTM C1017 'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR USE IN PRODUCING FLOWING CONCRETE'. 11. ASTM C-1116 'STANDARD SPECIFICATION FOR FIBER-REINFORCED CONCRETE'. 12. ASTM C-1218 'STANDARD TEST METHOD FOR WATER-SOLUBLE CHLORIDE IN MORTAR AND CONCRETE'. 13. ASTM C-1315 'STANDARD SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS HAVING SPECIAL PROPERTIES FOR CURING AND SEALING', CAST-IN-PLACE CONCRETE CODES, SPECIFICATIONS, AND STANDARDS. CONCRETE WORK SHALL CONFORM TO THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, AND THE STANDARDS AND SPECIFICATIONS THEY REFERENCE. THE CONTRACTOR SHALL OBTAIN AND HAVE READILY AVAILABLE ON SITE THE LATEST VERSION OF THE "ACI MANUAL OF CONCRETE PRACTICE": CONCRETE 1 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:02 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.10 GENERAL NOTES 1 02/24/17 CP-03 CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS MIXED FOR WEATHER INDICATED, DEGREES F. ABOVE 30° F. 0° TO 30° F. BELOW 0° F. 60° 65° 70° 55° 60° 65° MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F. 55° 50° MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F.50° 40° REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE, Fy=60 KSI (UNLESS NOTED OTHERWISE) BAR SIZE MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld")MINIMUM EMBEDMENT LENGTH FOR STANDARD END HOOKS ("Ldh")TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS #3 2'-4" 1'-10" 1'-10" 1'-5" 0'-6" #4 3'-2" 2'-5" 2'-5" 1'-10" 0'-8" #5 3'-11" 3'-0" 3'-0" 2'-4" 0'-10" #6 4'-8" 3'-7" 3'-7" 2'-9" 1'-0" #7 6'-9" 5'-3" 5'-3" 4'-0" 1'-1" #8 7'-9" 6'-0" 6'-0" 4'-7" 1'-3" #9 8'-9" 6'-9" 6'-9" 5'-2" 1'-5" #10 9'-10" 7'-7" 7'-7" 5'-10" 1'-7" #11 10'-11" 8'-5" 8'-5" 6'-6" 1'-9" #14 10'-1" 7'-9" 2'-1"FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O.A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWISE B ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C ITEM DESIGN f'c (PSI) (AT 28 DAYS U.N.O.) MAX. W/C RATIO MIN. FLYASH OR SLAG (PCY) AGGREGATE GRADING ASTM AASHTO NOTES SLAB ON GRADE 5000 0.40 100 57 OR 67 1 STEM WALLS AND OTHER WALLS EXPOSED TO EARTH OR WEATHER 4500 0.45 100 57 OR 67 ELEVATED PT BEAMS AND SLABS 3000 AT 3 DAYS 5000 AT 56 DAYS 0.40 100 57 OR 67 CLOSURE STRIPS 5000 @ 56 DAYS 0.40 100 57 OR 67 COLUMNS 4000 0.50 -- 7 OR 8 SLAB OVER METAL DECK 4500 0.40 100 57 OR 67 ITEM CONCRETE CURING NOTES SLABS EXPOSED TO EARTH OR WEATHER OR VEHICLE OR FORKLIFT TRAFFIC INCLUDING LOADING DOCKS 1, (3 OR 4 OR 5), 6 ALL OTHER SLABS 1, (3 OR 4 OR 5) FORMED SURFACES EXCLUDING FOUNDATIONS 2 SHOTCRETE WALLS 4 ALL OTHER CONCRETE NONE AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST-FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 19. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE-APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND - 1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. SHOTCRETE: SHALL CONFORM TO IBC SECTION 1908. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. CONTROL AND CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6 SHALL BE SATISFIED BY ITEM 6 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS: 1. SLABS ON GRADE: PROVIDE CONSTRUCTION AND/OR CONTROL JOINTS AT 16 FEET O.C. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET O.C. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. 2. WALLS AND COLUMNS: COORDINATE CONSTRUCTION JOINTS WITH ARCHITECTURAL REVEALS. 3. BONDING AGENT: WHERE BONDING AGENT IS SPECIFICALLY CALLED OUT ON THE STRUCTURAL DRAWINGS USE "WELD CRETE" BY LARSON PRODUCTS CORPORATION OR PRE-APPROVED EQUAL. FOLLOW ALL MANUFACTURERS RECOMMENDATIONS. 4. ATTACHMENT OF NEW CONCRETE TO EXISTING: WHERE SHOWN, ROUGHEN CONCRETE TO A MINIMUM AMPLITUDE OF 1/4" USING IMPACT HAMMER. REMOVE ALL LOOSE OR DAMAGED CONCRETE, THOROUGHLY FLUSH ALL SURFACES WITH POTABLE WATER, AIR BLAST WITH OIL FREE COMPRESSED AIR TO REMOVE ALL WATER. 5. SLAB ON METAL DECK: SHALL NOT BE SAW CUT UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS. HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN O.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100°F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. ASTM A615 GRADE 75 WHERE NOTED AS Fy = 75 ON DRAWINGS. ASTM A615 GRADE 80 WHERE NOTED AS Fy = 80 ON DRAWINGS. ASTM A615 GRADE 40 WHERE NOTED AS Fy = 40 ON DRAWINGS, HIGHER GRADES MAY NOT BE SUBSTITUTED. ASTM A706 GRADE 60 FOR ALL MOMENT FRAME HORIZONTAL BEAM BARS, MOMENT FRAME VERTICAL COLUMN BARS, VERTICAL SHEAR WALL BARSAND ALL COUPLING BEAM BARS (EXCEPT TIES). PER ACI 318, ASTM A615 GRADE 60 MAY BE SUBSTITUTED FOR THESE MEMBERS IF THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18 KSI, THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25, AND IF THE ELONGATION OVER AN 8" GAGE LENGTH MEETS THE FOLLOWING: BAR SIZE MINIMUM ELONGATION #3 - #6 14% #7 - #11 12% #14, #18 10% ASTM A706 GRADE 60 FOR ALL WELDED BARS. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. EPOXY COATED BARS SHALL CONFORM TO ASTM A775. BARS SHOULD BE HANDLED CAREFULLY, AVOIDING DAMAGE TO THE COATING. IN THE EVENT THAT THE COATING INCURS MINOR CHIPS OR CRACKS, FIELD REPAIRS MAY BE DONE WITH A TWO PART EPOXY. GALVANIZED BARS SHALL CONFORM TO ASTM A767. BARS SHOULD BE HANDLED CAREFULLY, AVOIDING DAMAGE TO THE COATING. IN THE EVENT THAT THE COATING INCURS MINOR DAMAGE, FIELD REPAIRS MAY BE DONE WITH A COLD APPLIED ZINC GALVANIZING PAINT HAVING A MINIMUM OF 65% ZINC DUST IN THE DRY FILM. SPLICE TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER-VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FORMWORK STRIPPING: COLUMNS & WALLS: COLUMNS AND WALLS NOT SUPPORTING FRAMING WEIGHT MAY BE STRIPPED AS SOON AS FORMS CAN BE REMOVED WITHOUT DAMAGING THE CONCRETE AND THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 500 PSI. FORMED SURFACES: EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. 5. EMBEDDED CONDUIT IS NOT PERMITTED IN CONCRETE SLABS ON METAL DECK UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. 6. EMBEDDED FLEXIBLE CONDUIT IS PERMITTED IN OTHER CAST IN PLACE CONCRETE SLABS WITH A THICKNESS GREATER OR EQUAL TO 5-1/2 INCHES. WHERE PERMITTED IT MAY BE PLACED ON TOP OF THE BOTTOM MAT OF REINFORCING. THE OUTSIDE DIAMETER OF THE CONDUIT SHALL NOT BE GREATER THAN 1-INCH. A MINIMUM OF 2-INCHES CLEAR SHALL BE PROVIDED BETWEEN CONDUIT AND PARALLEL REINFORCING. SPACE CONDUITS A MINIMUM OF 12-INCHES APART, WHERE THIS IS NOT POSSIBLE NOTIFY ENGINEER FOR ADDITIONAL REINFORCING REQUIREMENTS. CONCRETE MIX NOTES: 1. MAXIMUM WATER CONTENT 240 PCY. 2. MAXIMUM WATER SOLUBLE CHLORIDE ION CONCENTRATION 0.06 PERCENT BY WEIGHT OF CEMENTITIOUS MATERIAL. 3. THIS MIX SHALL CONTAIN 1 GALLON PER CY OF 'ECLIPSE' SHRINKAGE REDUCING ADD MIXTURE BY W.R. GRACE OR APPROVED ALTERNATE. FOR CONCRETE REQUIRING AN AIR ENTRAINMENT ADMIXTURE, 'ECLIPSE PLUS' SHALL BE USED. GROUT NON-SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 928" OR PRE-APPROVED EQUAL. GROUT SHALL CONFORM TO CRD-C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD-C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST-TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS. CONCRETE CURING NOTES: 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FINAL FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS. 3. PROVIDE PRE-APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 5. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. 6. APPLY A SILANE SEALER WITH MINIMUM SOLIDS CONTENT OF 40% PER MANUFACTURER'S RECOMMENDATIONS. MECHANICAL COUPLERS: "LENTON" BY ERICO, "CADWELD" BY ERICO, "BAR-LOCK" BY DAYTON SUPERIOR L-SERIES, OR PRE-APPROVED EQUAL. COUPLERS SHALL BE TYPE 2 PER ACI 318 SECTION 18.2.7.1. WELDED HALF COUPLERS: "LENTON" BY ERICO WELDABLE HALF COUPLERS TYPE C2/C3J OR APPROVED EQUAL. TERMINATORS: "LENTON" BY ERICO THREADED TERMINATORS TYPE D6 OR APPROVED EQUAL. FORM SAVERS: "LENTON" BY ERICO THREADED FORM SAVERS TYPE FS OR APPROVED EQUAL. REINFORCING STEEL COLD WEATHER PLACEMENT: 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE-APPROVED EQUAL. FOUNDATIONS - UNO 4000 0.50 -- 57 OR 67 1,2 1,2,3 ALL OTHER CONCRETE 4000 0.50 -- 57 OR 67 FLOATING & FINISHING OPERATIONS WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE- APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. CONTROLLED DENSITY FILL (CDF)300 -- SAND-- BEAMS & SLABS: BEAMS AND SLABS MAY BE STRIPPED AND BECOME SELF SUPPORTING AS SOON AS THEIR COMPRESSIVE STRENGTH REACHES 75% OF THE SPECIFIED DESIGN STRENGTH. RESHORING SHALL BE PROVIDED FOR ALL CONSTRUCTION LOADS THEREAFTER PER THE GENERAL CONTRACTOR. ≥ ≥ ≥ MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. 13'-1" 10'-1" #18 13'-5" 10'-4" 2'-10"17'-5" 13'-5" WALLS 4000 -- -- -- SHOTCRETE WALLS 5000 0.45 30 7 OR 8 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:48:34 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.11 GENERAL NOTES 1 01/13/17 CP-01 MINIMUM LAP SPLICE LENGTHS "L d " FOR TYPICAL CONDITIONS (1) BAR SIZE CORNER BARS FOUNDATION DOWELS (3) VERTICAL WALL REINFORCING HORIZONTAL WALL REINFORCING LONG. LINTEL REINFORCING #3 12" 12" 12" 12" 12" #4 20" 20" 20" 20" 20" #5 30" 30" 30" 30" 30" #6 40" 40" 54" 40" 60" MILL CERTIFICATES: SUBMIT MILL CERTS FOR EACH COIL OF STRAND USED. MILL CERTS SHALL INCLUDE: TYPE OF MATERIAL, HEAT NUMBER, DIAMETER, EFFECTIVE AREA, CHEMICAL ANALYSIS, YIELD STRESS AT 1% ELONGATION, TENSILE STRENGTH, ELONGATION AT FAILURE, AND MODULUS OF ELASTICITY. ENCAPSULATION: THE ENCAPSULATION REQUIREMENTS OF PTI SPECIFICATION SECTION 2.2.6.2 SHALL BE MET FOR ALL ANCHORAGES AND COUPLERS. WHERE GREASE TUBES ARE USED THE DEAD END ANCHORS SHALL BE GREASED IN THE SHOP AND STRESSING END ANCHORS SHALL BE GREASED IN THE FIELD. ALL SLEEVES AND CAPS SHALL BE TRANSLUCENT TO ALLOW FOR VISUAL INSPECTION OF GREASE REQUIREMENTS. SLEEVES SHALL BE COMPLETELY FILLED WITH GREASE AND VOID FREE. CALCULATIONS: THE MINIMUM NUMBER OF TENDONS ARE SHOWN ON THE STRUCTURAL DRAWINGS. STRUCTURAL DESIGN IS BASED ON AN AVERAGE FINAL EFFECTIVE FORCE OF 26.8 KIPS PER TENDON UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. THE SUPPLIER SHALL PROVIDE CALCULATIONS INDICATING FINAL EFFECTIVE FORCE FOR ALL TENDON CONDITIONS. ADDITIONAL TENDONS WILL BE REQUIRED IF THE PROPOSED SYSTEM DOES NOT MEET THE FINAL EFFECTIVE FORCE REQUIREMENTS. CALCULATIONS SHALL BE SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE STRUCTURE WILL BE CONSTRUCTED. SUBMITTALS SHEATHING: UNBONDED STRANDS SHALL BE ENCASED IN SHEATHING PER PTI SPECIFICATION SECTION 2.3 AND NOT BE LESS THAN 50 MILS IN THICKNESS. TEARS IN THE SHEATHING SHALL BE REPAIRED PRIOR TO CONCRETE PLACEMENT. SHOP DRAWINGS: SUPPLIER SHALL SUBMIT SHOP DRAWINGS SHOWING TENDON LAYOUT, DEAD END, AND STRESSING END LOCATIONS, STRESSING SEQUENCE, AND TENDON SUPPORT LAYOUTS WITH DETAILS NECESSARY FOR INSTALLATION. SHOP DRAWINGS SHALL BE SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE STRUCTURE WILL BE CONSTRUCTED. TENDON STRESSING STRESSING: STRESSING SHALL NOT START UNTIL FIELD CURED CYLINDER TESTS INDICATE THE CONCRETE IN PLACE HAS REACHED THE SPECIFIED COMPRESSIVE STRENGTH (F'CI) = 3,000 PSI. FORCE AT JACKING END SHALL NOT EXCEED 33 KIPS. CONTINUOUS INSPECTION AND RECORDING OF ELONGATIONS IS REQUIRED DURING ALL STRESSING OPERATIONS. THE OBSERVED ELONGATIONS SHALL BE WITHIN (-) 7% OR (+) 7% OF THAT PREDICTED, EXCEPT AS APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT ELONGATION REPORT TO ENGINEER AND SUPPLIER FOR APPROVAL PRIOR TO CUTTING TENDONS. STRESS SEQUENCE: 1. DISTRIBUTED SLAB TENDONS 2. BANDED OR BEAM TENDONS AND TEMPERATURE TENDONS 3. GIRDER TENDONS PLACEMENT TENDON PLACEMENT: CARE SHALL BE TAKEN THAT TENDONS ARE LOCATED AND HELD IN THEIR DESIGNED POSITIONS. TOLERANCES FOR LOCATION OF PRESTRESSING STEEL SHALL NOT BE MORE THAN ±1/4" VERTICALLY, EXCEPT AS NOTED OR APPROVED BY THE STRUCTURAL ENGINEER. ACCESS TO STRESSING ENDS SHALL BE MAINTAINED WHERE SHOWN. MANUFACTURED CHAIRS SHALL BE USED TO SUPPORT TENDONS. TENDONS SHALL BE SUPPORTED AT 4'-0" MAX. ADJUSTMENTS: SLIGHT DEVIATIONS IN THE SPACING OF THE SLAB TENDONS WILL BE PERMITTED WHEN REQUIRED TO AVOID OPENINGS, INSERTS, AND DOWELS THAT ARE SPECIFICALLY LOCATED. WHERE LOCATIONS OF TENDONS INTERFERE WITH EACH OTHER, ONE TENDON MAY BE MOVED HORIZONTALLY IN ORDER TO AVOID THE INTERFERENCE. ANCHORAGES: SHALL BE RECESSED 1-1/2" UNLESS NOTED OTHERWISE. POST-TENSIONING MATERIAL POST-TENSIONING TENDONS SHALL BE STRESS-RELIEVED, LOW RELAXATION STRAND AND SHALL CONFORM TO THE FOLLOWING: SEVEN WIRE STRAND ASTM DESIGNATION A416 1/2" DIAMETER TENDON AREA 0.153 SQ. IN. ULTIMATE STRENGTH (FPU) 270 KSI CUTTING: TENDONS SHALL NOT BE CUT UNTIL THE CONTRACTOR HAS OBTAINED WRITTEN APPROVAL TO DO SO BY THE STRUCTURAL ENGINEER AND SUPPLIER. IMMEDIATELY AFTER CUTTING TENDON INSTALL TRANSLUCENT GREASE CAP TO ENSURE NO WATER IS ALLOWED TO COLLECT ON TENDON TAIL, ANCHOR, OR WEDGES. MASONRY ASSEMBLIES: SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 21 OF THE IBC, AND SHALL BE TESTED PER SECTION 2105.1 OF THE IBC FOR COMPLIANCE WITH f'm. MINIMUM SPECIFIED COMPRESSIVE STRENGTH, f'm, SHALL BE 1900 PSI FOR CONCRETE MASONRY ASSEMBLIES AND 2500 PSI FOR HOLLOW CLAY MASONRY ASSEMBLIES. HOLLOW CONCRETE MASONRY UNITS (CMU): SHALL CONFORM TO ASTM C90. MINIMUM FACE SHELL THICKNESS AS DEFINED BY ASTM C90, SECTION 5.3.1. PROVIDE GRADE N, MEDIUM WEIGHT BLOCK WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS NOTED ABOVE. CMU CONSTRUCTION SHALL BE SOLID GROUTED UNLESS NOTED OTHERWISE. MORTAR: SHALL BE TYPE S PER IBC. CONFORM TO ASTM C270. MINIMUM COMPRESSIVE STRENGTH = 1800 PSI. GROUT: GROUT FOR POURING SHALL BE A FLUID CONSISTENCY. CONFORM TO ASTM C476 AND ACI 530. f'g=2500 PSI MINIMUM AT 28 DAYS. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT AND BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED, OR PUDDLED. COVER AND KEEP DRY ALL MASONRY WORK DURING CONSTRUCTION AND PREVENT MOISTURE ABSORPTION INTO MASONRY UNTIL THE ROOFING IS COMPLETE. MISCELLANEOUS PT ITEMS GROUTING STRESSING POCKETS: STRESSING POCKETS SHALL BE GROUTED WITH NON-SHRINK, NON CORROSIVE, GROUT WITH MAXIMUM SOLUBLE CHLORIDE ION CONTENT OF 0.06% WITHIN 5 DAYS OF CUTTING AND CAPPING TENDONS. PROVIDE A BONDING AGENT PER THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO GROUTING. DRILLING IN PT CONCRETE: DRILLING INTO POST-TENSIONED CONCRETE IS NOT ALLOWED EXCEPT AS APPROVED BY THE STRUCTURAL ENGINEER. AT APPROVED LOCATIONS POWDER DRIVEN FASTENERS AND DRILLED ANCHORS SHALL NOT PENETRATE INTO POST-TENSIONED ELEMENT A DISTANCE GREATER THAN THE MINIMUM COVER OF THE TENDONS. DE-SHORING: SLAB OR BEAMS MAY BE DE-SHORED WHEN ALL TENDONS HAVE BEEN STRESSED AND ELONGATIONS APPROVED, UNLESS SHORING IS REQUIRED TO CARRY FLOORS ABOVE. SEISMIC SLIP JOINT BEARING PADS: WHERE NOTED, PROVIDE "FABREEKA--PTFE/SBX" STRUCTURAL EXPANSION BEARING AS MANUFACTURED BY FABREEKA, CO., OR PRE-APPROVED EQUAL. POLYTETRAFLUORETHYLENE (PTFE) SURFACE BEARING ELEMENT SHALL BE COMPOSED OF 100 PERCENT VIRGIN (UNFILLED) PTFE POLYMER AND CONFORM TO ASTM D1457. BEARING PAD SHALL CONFORM TO AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 18.4.9.1, PREFORMED FABRIC PAD. EPOXY BOND PER MIL-A 14042, STAINLESS STEEL SHALL BE MINIMUM 20 GA, ASTM A-240, TYP 304, MAXIMUM 10 MICRO INCH RMS FINISH. ATTACHMENT PLATES SHALL BE A MINIMUM 10 GA ASTM A36. REQUIREMENTS FOR ALL-WEATHER MASONRY CONSTRUCTION: HOT AND COLD WEATHER CONSTRUCTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH TMS 602-13 / ACI 530.1-13 / ASCE 6-13 "SPECIFICATION FOR MASONRY STRUCTURES", ARTICLES 1.8C AND 1.8D. REINFORCING STEEL (MASONRY): REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60 (GRADE A706 FOR WELDED BARS UNLESS NOTED OTHERWISE). DETAIL, FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE AS NOTED BELOW. (1) FOR SPECIAL SPLICE CONDITIONS, REFER TO STRUCTURAL DRAWINGS FOR LAP LENGTH REQUIREMENTS. (2) FOR LAP SPLICES OF FOUNDATION DOWELS IN CANTILEVERED WALLS, USE LAP SPLICE LENGTHS FOR VERTICAL WALL REINFORCING. VERTICAL BAR POSITIONERS: VERTICAL REINFORCING SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY LOCK RITE "VRP" VERTICAL BAR POSITIONERS FOR SINGLY AND DOUBLY REINFORCED CELLS BY LOCK RITE OR PRE-APPROVED EQUAL. MASONRY WALL REINFORCING DRAWINGS: DETAIL, FABRICATE AND PLACE PER ACI 315. REINFORCING SHOP DRAWINGS SHALL SHOW ALL VERTICAL AND HORIZONTAL REINFORCING LAYOUTS; SPECIAL REINFORCEMENT AT LINTELS AND JAMBS AT DOORS, WINDOWS, MECHANICAL OPENINGS, AND AS CALLED OUT ON THE STRUCTURAL DRAWINGS. POST-TENSIONED CONCRETE MASONRY GENERAL REQUIREMENTS POST-TENSIONED CONCRETE WORK SHALL, IN ADDITION TO CAST-IN-PLACE CONCRETE REQUIREMENTS, CONFORM TO THE FOLLOWING POST-TENSIONING INSTITUTE STANDARDS AND SPECIFICATIONS AND THE STANDARDS AND SPECIFICATIONS THEY REFERENCE. THE CONTRACTOR SHALL OBTAIN AND MAKE AND HAVE READILY AVAILABLE ON SITE THE LATEST VERSION OF THESE STANDARDS: PTI: 1. FIELD PROCEDURES MANUAL FOR UNBONDED SINGLE STRAND TENDONS. 2. SPECIFICATIONS FOR UNBONDED SINGLE STRAND TENDONS. 3. POST-TENSIONING MANUAL. 14. WHERE CLEANOUTS ARE NOT PERMITTED FOR EXPOSED MASONRY: GROUT POUR HEIGHTS SHALL BE 1/2 THAT PERMITTED WITH CLEANOUTS. COVER THE TOP OF WALL TO DEFLECT WATER AND DEBRIS. TEMPORARY BLEED INDICATOR HOLES SHALL BE PROVIDED AT EACH VERTICAL BAR BUT NOT EXCEEDING 32 INCHES ON CENTER AND AT 48 INCHES ON CENTER VERTICALLY. MAKE A HOLE PLUG USING A 16d NAIL OR SIMILAR. THE PLUG SHALL BE INSTALLED IN BED JOINTS AND SHALL CONNECT TO AN OPEN MAIN CELL WITHOUT OBSTRUCTION. INSTALL THE PLUG AFTER GROUT HAS BLED FROM THE HOLE. AFTER THE GROUT HAS CURED, REMOVE THE PLUG AND FILL THE HOLE WITH MATCHING MORTAR. 15. PROVIDE LATERAL SHORING CAPABLE OF RESISTING FORCES DEFINED BY SEI/ASCE STANDARD NO. 37-02, "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." REPAIR MORTAR: BASF "ZERO-C VERTICAL OVERHEAD MORTAR" OR PRE-APPROVED EQUAL. TREAT ALL REBAR IN PATCH AREA WITH BASF "ZINCRICH REPAIR PRIMER" OR PRE-APPROVED EQUAL. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. POST-INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST- INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER ALONG WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED IN THE STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT UNREINFORCED MASONRY - NO HAMMER TOOLS). POST-INSTALLED ANCHORS CONCRETE ANCHORS: - ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187) *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER-DRILLED ONLY. *HOLE SHALL BE DRY AT TIME OF INSTALLATION. *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. - EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY HILTI, INC., OR STRONG-BOLT 2 (ICC ESR-3037) BY SIMPSON STRONG TIE, INC. MASONRY ANCHORS (SOLID GROUTED MASONRY): - ADHESIVE ANCHORS: HILTI HIT-HY 70 (ICC-ESR-2682) OR SIMPSON SET-XP (IAPMO ER-265) - EXPANSION ANCHORS: KWIKBOLT III (ICC ESR-1385) BY HILTI, INC., OR STRONG-BOLT 2 (IAPMO ER-240) BY SIMPSON STRONG TIE, INC. 6. FINE AND COURSE GROUT LIMITATION ON POUR HEIGHT SHALL BE DETERMINED BY CALCULATION AND/OR ACI 530, TABLE 3.2.1. 7. DESIGN MIX SHALL BE SUBMITTED LISTING ALL MATERIALS, PROPORTIONS AND PRODUCT NAMES FOR THE PLACING MIX. READY MIX SUPPLIED DESIGNS SHALL NOT BE SUPPLEMENTED WITH SITE ADDED ADMIXTURES WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL. 8. MID RANGE WATER REDUCER PLASTICIZER ADDITIVE SHALL BE IN THE GROUT. 9. MORTAR SHALL BE PARGED FLUSH WITH THE INNER WALLS OF THE CELLS. 10. MORTAR SHALL CURE ADEQUATELY ACCOUNTING FOR GROUT PRESSURES AT THE LOWER LEVELS OF THE WALL PRIOR TO GROUTING. THE MORTAR PLACED LAST SHALL CURE AT LEAST 24 HOURS. USE MORTAR STRENGTH TESTS TO VERIFY CURING. 11. CLEANOUTS AT EACH VERTICAL BAR, BUT NOT EXCEEDING 32" ON CENTER. MINIMUM DIMENSION OF A CLEANOUT SHALL BE 3". 12. MECHANICAL VIBRATION REQUIRED THROUGHOUT THE LIFT HEIGHT. 13. HORIZONTAL LENGTH OF A GROUTING OPERATION SHALL BE LIMITED TO 24 FEET. HIGH LIFT GROUTING: HIGH LIFT GROUTING SHALL ONLY BE ALLOWED WITH PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER AND THE LOCAL BUILDING OFFICIAL. THE MASONRY CONTRACTOR SHALL REQUEST WRITTEN APPROVAL A MINIMUM OF (10) DAYS PRIOR TO PROCEEDING SITE MOBILIZATION. THIS SHALL APPLY TO UNIT MASONRY GROUTED IN POURS HIGHER THAN 5 FEET 4 INCHES. THE MASONRY CONTRACTOR SHALL SUBMIT QUALIFICATIONS TO PERFORM HIGH POUR GROUTING ADDRESSING EACH OF THE FOLLOWING ITEMS AND OTHERS THEY DEEM IMPORTANT WITHIN THE WRITTEN SUBMISSION: 1. REFERENCE: IBC SECTION 2104, ACI 530 AND ACI 530.1. 2. UNIT AND GROUTING CREWS SHALL HAVE A MINIMUM 5 YEARS SUCCESSFUL COMMERCIAL BUILDING EXPERIENCE WITH HIGH POUR GROUTING PROJECTS SIMILAR OR MORE ELABORATE THAN THIS PROJECT. LIST THREE PROJECTS WITH A CONTACT. 3. SOLID GROUT ONLY. NO PARTIAL GROUT IS PERMITTED. 4. A POUR SHALL NOT EXCEED ONE STORY LEVEL, OR 16 FEET MAXIMUM. 5. PLACE GROUT IN 5 FOOT 4 INCH HIGH LIFTS MAXIMUM ALLOWING MINIMUM OF 30 MINUTES AND MAXIMUM OF 1 HOUR BEFORE POURING NEXT LIFT. GROUT SHALL BE CONSOLIDATED BY PUDDLING OR VIBRATING AT TIME OF POURING AND THEN RECONSOLIDATED BEFORE PLASTICITY IS LOST. RECONSOLIDATION MAY OCCUR AS NEXT LIFT IS POURED. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH ------------ 3" EXPOSED TO WEATHER OR EARTH ------------ 2" TIES ON BEAMS AND COLUMNS ------------- 1-1/2" WALLS AND SLABS NOT EXPOSED TO WEATHER---- 3/4" CONCRETE INSERTS: THREADED DOWEL BAR SUBSTITUTIONS SHALL BE MANUFACTURED BY RICHMOND SCREW ANCHOR CO., INC., OR PRE-APPROVED EQUAL AND SHALL BE CAPABLE OF DEVELOPING THE FULL TENSILE CAPACITY OF THE BAR. DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. NON-AISC CERTIFIED STEEL ERECTORS SHALL HAVE FIVE YEARS MINIMUM EXPERIENCE ON SIMILAR PROJECTS OF EQUAL OR LARGER COMPLEXITY AND SCOPE. QUALIFICATIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO BID. MATERIAL PROPERTIES WIDE FLANGE SECTIONS: ASTM A992 (Fy = 50 KSI) OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) ROUND - ASTM A500 GRADE B (Fy = 42 KSI) STRUCTURAL STEEL PIPES: ASTM A53, GRADE B, TYPE E OR S (Fy = 35 KSI) MACHINE BOLTS (M.B.): ASTM A307, GRADE A HIGH-STRENGTH BOLTS: A325-ASTM F1852, A490-ASTM F2280 ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 36, UNLESS OTHERWISE NOTED, ASTM F1554, GRADE 105 WHERE INDICATED. WIDE FLANGE STRUCTURAL MEMBERS WHICH ARE ASTM A6 GROUP 3 SHAPES WITH FLANGE THICKNESS 1-1/2" THICK AND THICKER, AND ALL ASTM A6 GROUP 4 AND 5 SHAPES AND PLATE THAT IS 1-1/2" THICK OR THICKER SHALL HAVE A CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FT-LBS @ 70 DEG F. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. STRUCTURAL STEEL ALL STEEL FABRICATION SHALL BE PERFORMED BY A FABRICATOR CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. THE FABRICATOR SHALL BE DESIGNATED AN AISC CERTIFIED PLANT, CATEGORY STD AT THE TIME OF BID AND SHALL MAINTAIN THIS CERTIFICATION FOR THE DURATION OF THE PROJECT. NON-AISC CERTIFIED STEEL FABRICATORS SHALL HAVE FIVE YEARS MINIMUM EXPERIENCE ON SIMILAR PROJECTS OF EQUAL OR LARGER COMPLEXITY AND SCOPE. QUALIFICATIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO BID. STEEL FABRICATORS ALL STEEL ERECTION SHALL BE PERFORMED BY AN ERECTOR CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. THE ERECTOR SHALL BE DESIGNATED AN AISC CERTIFIED ERECTOR, CATEGORY CSE AT THE TIME OF BID AND SHALL MAINTAIN THIS CERTIFICATION FOR THE DURATION OF THE PROJECT. STEEL ERECTORS STEEL DETAILERS ALL STEEL DETAILING SHALL BE PERFORMED BY A DETAILER WITH FIVE YEARS MINIMUM EXPERIENCE ON SIMILAR PROJECTS OF EQUAL OR LARGER COMPLEXITY AND SCOPE. QUALIFICATIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO BID. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:23:35 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.12 GENERAL NOTES WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI ----- PARTIAL PENETRATION 70 KSI ----- COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI 20 FT-LBS @ -20 DEG F PARTIAL PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F AND 40 FT-LBS @ 70 DEG F STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. STRUCTURAL STEEL LATERAL FRAME: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE SEISMIC SUPPLEMENT" AWS D1.8. REINFORCING STEEL: WELD IN ACCORDANCE WITH "REINFORCING STEEL WELDING CODE" AWS D1.4. WELD ONLY WITH SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER. IN NO CASE SHALL A WELD BE MADE WITHIN 6 BAR DIAMETERS OF A "COLD BEND". CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V-NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME LATERAL FRAME WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. 2. ALL FULL PENETRATION WELDS TO MEMBERS WHICH FORM A PORTION OF THE LATERAL LOAD RESISTING FRAME SHALL BE CHECKED 100 PERCENT BY ULTRASONIC TESTING. 3. THE CONTRACTOR SHALL SUBMIT A WRITTEN WELDING PROCEDURE SPECIFICATION FOR SHOP AND FIELD WELDING OF ALL LATERAL LOAD RESISTING FRAME CONNECTIONS FOR APPROVAL TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR HIGH-STRENGTH BOLTS: ALL A325 HIGH-STRENGTH BOLTS (HSB) SHALL BE ASTM F1852, UNLESS OTHERWISE DESIGNATED AS A490. ALL HSB DESIGNATED AS A490 SHALL BE ASTM F2280. ALL HSB SHALL BE BY "LEJEUNE BOLT COMPANY" OR PRE-APPROVED EQUAL AND SHALL BE INSTALLED PER SECTION 8.2 OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", JUNE 2004 BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC SPECIFICATION). ALL BOLT HOLES SHALL BE STANDARD ROUND HOLES UNLESS NOTED OTHERWISE. THE FAYING SURFACES OF ALL PLIES WITHIN THE GRIP OF SLIP-CRITICAL BOLTS (A325SC OR A490SC) SHALL MEET THE REQUIREMENTS FOR A CLASS A SURFACE PER SECTION 3.2 OF THE RCSC SPECIFICATION. BOLTED CONNECTIONS INSPECTION: CONNECTIONS MADE WITH BEARING TYPE BOLTS SHALL BE INSPECTED PER SECTION 9.1 AND CONNECTIONS MADE WITH SLIP-CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL BE INSPECTED PER SECTION 9.3 OF RCSC SPECIFICATION. EPOXY GROUTED ANCHORS: ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE. HEADED STUDS: SHALL BE "H4L HEADED CONCRETE ANCHORS" FOR STUDS 5/8" DIAMETER AND SMALLER AND "S3L SHEAR CONNECTORS" FOR STUDS 3/4" DIAMETER AND LARGER AS MANUFACTURED BY NELSON STUD WELDING, INC. OR PRE-APPROVED EQUAL AND SHALL CONFORM TO AWS D1.1. ALL HEADED STUDS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS USING A NELSON WELD GUN, UNLESS NOTED OTHERWISE ON DETAILS. ALL WELDS SHALL BE MADE AND INSPECTED IN ACCORDANCE WITH AWS D1.1. DEFORMED BAR ANCHORS: SHALL BE "D2L DEFORMED BAR ANCHORS" AS MANUFACTURED BY NELSON STUD WELDING, INC. OR PRE-APPROVED EQUAL AND SHALL CONFORM TO AWS D1.1. ALL DEFORMED BAR ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS USING A NELSON WELD GUN, UNLESS NOTED OTHERWISE ON DETAILS. ALL WELDS SHALL BE MADE AND INSPECTED IN ACCORDANCE WITH AWS D1.1. FINISH: STRUCTURAL STEEL SHALL BE PAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC- SP1. ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP-CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH-UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. EXTERIOR WALL AND BEARING WALL COLD-FORMED STEEL FRAMING: COLD-FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE AND THICKNESS AS INDICATED ON THE STRUCTURAL PLANS AND SPECIFICATIONS. INTERIOR NON-BEARING WALL, CEILING, SOFFIT, AND OTHER MISC. COLD-FORMED STEEL FRAMING: COLD-FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE, AND THICKNESS AS INDICATED IN THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS, AND SHALL CONFORM TO THE MINIMUM PERSCRIPTIVE REQUIREMENTS OF THE GYPSUM CONSTRUCTION HANDBOOK BY CGC, INC. FRAMING CONDITIONS THAT EXCEED THE WEIGHT, SPAN OR HEIGHT LIMITATIONS SHALL BE CONSTRUCTED USING APPLICABLE DETAILS ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF ALL COLD- FORMED FRAMING NOT SPECIFICALLY DETAILED IN THE GYPSUM CONSTRUCTION HANDBOOK OR ON THE STRUCTURAL DRAWINGS. THE DESIGN AND DETAILING OF THE COLD-FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF PROJECT AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. COLD-FORMED STEEL FRAMING SUBSTITUTION: AT THE CONTRACTOR'S OPTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING, FABRICATION AND ERECTION OF THE INTERIOR NON-BEARING COLD- FORMED STEEL FRAMING NOT OCCURING AT BRICK VENEER AND THE CONNECTION OF THE COLD-FORMED STEEL FRAMING TO THE STRUCTURE. THE DESIGN AND DETAILING OF THE COLD-FORMED STEEL FRAMING AND CONNECTION TO THE STRUCTURE SHALL BE PREPARED UNDER THE DIRECTION OF AND STAMPED BY A <STRUCTURAL/PROFESSIONAL> ENGINEER LICENSED IN THE STATE OF PROJECT AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO CONSTRUCTION. POWDER ACTUATED FASTENERS: SHALL BE X-U UNIVERSAL KNURLED SHANK FASTENER BY HILTI OR PRE- APPROVED EQUAL. INSTALL PER ALL MANUFACTURER'S PUBLISHED RECOMMENDATIONS. COLD-FORMED STEEL TO STRUCTURAL STEEL: UNLESS NOTED OTHERWISE, PROVIDE 0.157" SHANK DIAMETER X-U LOW-VELOCITY FASTENER - FASTENER TIP SHALL PENETRATE STRUCTURAL STEEL. COLD-FORMED STEEL TO CONCRETE: UNLESS NOTED OTHERWISE, PROVIDE 0.157" SHANK DIAMETER X-U LOW-VELOCITY FASTENER - EMBED 1-1/2" MINIMUM INTO CONCRETE, UNLESS NOTED OTHERWISE. SLIP CONNECTIONS: THE STEEL NETWORK "VERTICLIP" OR PRE-APPROVED EQUAL. MATCH CLIP WITH STUD SIZE AND THICKNESS. ATTACH PER MANUFACTURER'S REQUIREMENTS. METAL-BACKED GWB STRUCTURAL PANELS: SHALL BE "SURE-BOARD SERIES 200" STRUCTURAL PANELS BY CALIFORNIA EXPANDED METAL PRODUCTS CO. (CEMCO), OR APPROVED EQUAL. PANELS ARE TO BE INSTALLED VERTICALLY WITH ALL EDGES BLOCKED. WELDING GENERAL REQUIREMENTS COMPOSITE FLOOR DECK: SHALL CONTAIN THE MINIMUM PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE "FORMLOCK" AS MANUFACTURED BY VERCO MANUFACTURING CO., "W COMPOSITE" AS MANUFACTURED BY ASC STEEL DECK, "EPICORE" AS MANUFACTURED BY EPIC METALS, OR PRE-APPROVED EQUAL. THE FLOOR UNITS SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A653, AND GALVANIZED PER ASTM A924 (G90 MINIMUM). SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND FASTENING PATTERN. ALL ACCESSORIES INCLUDING EDGE FORMS, CLOSURE, ETC. SHALL BE PROVIDED TO COMPLETE THE INSTALLATION OF THE COMPOSITE FLOOR. METAL ROOF DECK: SHALL CONTAIN THE MINIMUM PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE MANUFACTURED BY VERCO MANUFACTURING CO., ASC STEEL DECK, EPIC METALS, OR PRE-APPROVED EQUAL. THE ROOF DECK SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A611 OR A653, AND SHALL BE GALVANIZED PER ASTM A924. THE ROOF DECK SHALL BE PLACED ON THE SUPPORTING FRAMEWORK WITH A MINIMUM END LAP OF TWO INCHES. SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND FASTENING PATTERN. ALL ACCESSORIES SHALL BE PROVIDED TO COMPLETE THE ERECTION OF THE STEEL DECK. COLD-FORMED STEEL FRAMING CONSTRUCTION: THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON OR LOW-ALLOY STEEL, STRUCTURAL AND NON-STRUCTURAL STEEL FRAMING, SHALL BE IN ACCORDANCE WITH IBC SECTION 2211 AND AMERICAN IRON AND STEEL INSTITUTE (AISI) STANDARD S100-07/S1-10 AND S200-07 AND SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA), OR PRE-APPROVED EQUAL, IN ACCORDANCE WITH SSMA ICC ER-4943P ANS S200-07. ALL 54 MIL AND HEAVIER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 50, CLASS 1, FY=50 KSI. ALL 43 MIL AND LIGHTER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 33, FY=33 KSI. BRIDGING PER MANUFACTURER'S REQUIREMENTS AND AS SHOWN IN THE STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO PLACING OF ANY CONSTRUCTION LOADS. ALL RUNS SHALL BE RIGIDLY ANCHORED TO END WALLS. PREFABRICATED METAL STAIR & LANDING: SHALL BE DESIGNED PER AISC AND IBC REQUIREMENTS. STRINGERS AND LANDINGS SHALL BE DESIGNED FOR A MINIMUM OF 100 PSF LIVE LOAD. INDIVIDUAL TREADS SHALL BE DESIGNED FOR 300 POUND CONCENTRATED LOAD. THE STAIR DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER SHOWING THE COMPLETE ASSEMBLY AND ATTACHMENTS TO THE SURROUNDING STRUCTURE. THE ATTACHMENTS SHALL BE DETAILED SUCH THAT NO TORQUE IS APPLIED TO THE SURROUNDING STRUCTURAL MEMBERS. THE CALCULATIONS AND SHOP DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER LICENSED IN THE STATE OF PROJECT. STEEL SAFETY GRATING: SHALL BE "GRIP-STRUT" BY COOPER B-LINE, INC., OR APPROVED EQUAL. GRATING SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS. PROVIDE SHOP AND INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF PROJECT. DETAIL DRAWINGS TO INDICATE TYPES, SIZE, SPACING, CONNECTIONS, ANCHORING AND OTHER PERTINENT DETAILS. BAR GRATING: SHALL BE RYERSON "RY-WELD" STEEL GRATING OR PRE-APPROVED EQUAL AND DESIGNED TO OSHA STANDARDS. GRATING SHALL BE DESIGNED TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLAN. PROVIDE SHOP AND INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF PROJECT. DETAIL DRAWINGS TO INDICATE TYPES, SIZE, SPACING, CONNECTIONS, ANCHORING AND OTHER PERTINENT DETAILS. SEISMIC SLIP JOINT BEARING PADS: WHERE NOTED, PROVIDE "FABREEKA-PTFE/SBX" STRUCTURAL EXPANSION BEARINGS AS MANUFACTURED BY FABREEKA CO., OR PRE-APPROVED EQUAL. POLYTETRAFLUORETHYLENE (PTFE) SURFACE BEARING ELEMENT SHALL BE COMPOSED OF 100 PERCENT VIRGIN (UNFILLED) PTFE POLYMER AND CONFORM TO ASTM D1457. BEARING PAD SHALL CONFORM TO AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 18.4.9.1, PREFORMED FABRIC PAD. EPOXY BOND PER MIL-A 14042, STAINLESS STEEL SHALL BE MINIMUM 20 GA, ASTM A-240, TYPE 304, MAXIMUM 10 MICRO INCH RMS FINISH. ATTACHMENT PLATES SHALL BE A MINIMUM 10 GA ASTM A36. EMBEDDED STEEL ITEMS: ALL STEEL ITEMS EMBEDDED IN CONCRETE AND EXPOSED TO EARTH OR WEATHER SHALL BE HOT DIPPED GALVANIZED. STRUCTURAL ENGR. BLDG. DEPT. 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X 3. FORMWORK AND RESHORING PROCEDURE X X X 4. MASONRY WALL REINFORCING DRAWINGS X X X X X X 5. STRUCTURAL STEEL X X X X 6. METAL DECK X X 7. LIGHT-GAUGE METAL FRAMING 8. PREFABRICATED METAL STAIRS & LANDING 9. MISCELLANEOUS STEEL CONDUIT EMBEDDED IN CONCRETE10. CONTRACTOR'S STATEMENT OF RESPONSIBILITY SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. MISCELLANEOUS: PRE-APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. 11. X X 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:23:39 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.13 GENERAL NOTES STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES MASONRY A. PROPORTIONS OF SITE-PREPARED MORTAR AND GROUT X ACI 530.1, ARTS 2.1, 2.6A, 2.6B, 2.6C, 2.4G.1.b ACI 530.1, ARTS 3.2D, 3.2F J. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F (4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F (32.2°C)) X ACI 530.1, ARTS 1.8C, 1.8D OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS X VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X ACI 530.1, ART 1.5 COLD-FORMED STEEL FRAMING SCREW ATTACHMENT, WELDING, BOLTING, ANCHORING AND FASTENING OF ELEMENTS OF SEISMIC RESISTING SYSTEM INCLUDING SHEAR WALLS, BRACES, DIAPHRAGMS, COLLECTORS (DRAG STRUTS) AND HOLDOWNS X IBC 1705.12.3, 1705.11.3 AWS D1.3 EXTERIOR WALLS X IBC 1705.10.3, 1705.11.5 EMERGENCY OR STANDBY POWER SYSTEMS ANCHORAGE OF EQUIPMENT TO STRUCTURE X IBC 1705.12.6 PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING HAZARDOUS MATERIALS ANCHORAGE AND BRACING OF EQUIPMENT TO STRUCTURE X IBC 1705.12.6 HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS ANCHORAGE AND BRACING OF DUCTWORK TO STRUCTURE X IBC 1705.12.6 VIBRATION ISOLATION SYSTEMS INSTALLATION OF SYSTEMS REQUIRING ≤ 1/4 INCH CLEARANCE BETWEEN EQUIPMENT SUPPORT FRAME AND RESTRAINT X IBC 1705.12.6, 1705.12.8 CLADDING, AND NON-BEARING WALLS ERECTION AND FASTENING NOT REQUIRED FOR STRUCTURES ≤ 30 FT OR CLADDING OR VENEER ≤ 5 PSF OR INTERIOR NON-BEARING WALLS ≤ 15 PSF X IBC 1705.12.6 VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X IBC 1705.6 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X STEEL CONSTRUCTION MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS X AISC 360 CHAPTER N5 HIGH-STRENGTH BOLTING A. SNUG-TIGHT JOINTS B. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITH MATCHMARKING, TWIST OFF BOLTS OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION X X AISC 360 CHAPTER N5 AISC 341 CHAPTER J7 MATERIAL VERIFICATION OF STRUCTURAL STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS X X MANUFACTURER TO PROVIDE CERTIFIED MILL TEST REPORTS AISC 360 CHAPTER N5 AISC 341 CHAPTER J6 MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE X X MANUFACTURER TO PROVIDE CERTIFICATE OF COMPLIANCE AISC 360 CHAPTER N5 INSPECTION OF WELDING A. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS B. MULTI-PASS FILLET WELDS C. SINGLE-PASS FILLET WELDS > 5/16" D. PLUG AND SLOT WELDS E. SINGLE-PASS FILLET WELDS ≤ 5/16" F. FIELD-INSTALLED WELDED STUDS G. WELDING OF STAIRS AND RAILING SYSTEMS X X AISC 360 CHAPTER N5 AISC 341 CHAPTER J6 AWS D1.1 INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS CONCRETE INSPECT REINFORCEMENT, INCLUDING PRE-STRESSING TENDONS, AND VERIFY PLACEMENT X SPECIAL INSPECTIONS NOT REQUIRED FOR THE FOLLOWING CONDITIONS: NON-STRUCTURAL SLAB ON GRADE CONCRETE FOUNDATION WALLS WITH F'c ≤ 2500 PSI ISOLATED SPREAD FOOTINGS FOR BUILDINGS THREE-STORIES AND LESS ABOVE GRADE PLANE CONTINUOUS FOOTINGS SUPPORTING WALLS OF THREE-STORIES AND LESS ABOVE GRADE PLANE WHERE WALLS ARE LIGHT-FRAME CONSTRUCTION AND STRUCTURAL DESIGN IS BASED ON F'c ≤ 2500 PSI ACI 318: CH 20, 25.2, 25.3, 26.6-1 TO 26.6-3, IBC 1908.4 ANCHORS CAST IN CONCRETE-PRIOR TO AND DURING PLACEMENT OF CONCRETE ACI 318: 17.8.2 AISC 360 SECTION N7 VERIFY USE OF REQUIRED DESIGN MIX X ACI 318, CH 19 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X ASTM C172, C31 ACI 318: 26.4, 26.12 IBC 1908.10 CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X ACI 318: 26.5 IBC 1908.6, 1908.7, 1908.8 MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X ACI 318: 26.5.3 TO 26.5.5 IBC 1908.9 STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. SPECIAL INSPECTIONS IN THIS SECTION ARE WAIVED WHERE FABRICATION IS PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED IN ACCORDANCE WITH IBC SECTION 1704.2.5 X X X X X X ANCHORS POST-INSTALLED IN HARDENED CONCRETE (MECHANICAL ANCHORS AND ADHESIVE ANCHORS INSTALLED DOWNWARD)X ACI 318: 17.8.2 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS PRESTRESSED CONCRETE APPLICATION OF PRESTRESSING FORCES X ACI 318: 26.10 GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE-RESISTING-SYSTEM X ACI 318: 26.10 CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS X ACI 318: 26.10.2 STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS B. MANUFACTURER'S CERTIFIED TEST REPORTS X X APPLICABLE ASTM MATERIAL STANDARDS INSPECTION OF WELDING A. COLD-FORM STEEL DECK WELDS B. REINFORCING STEEL: 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706 2. REINFORCING STEEL IN MOMENT FRAMES AND BOUNDARY ELEMENTS 3. SHEAR REINFORCEMENT 4. OTHER REINFORCING STEEL 5. OPEN WEB STEEL JOISTS & JOIST GIRDERS A. END CONNECTIONS - WELDING OR BOLTED B. BRIDGING - HORIZONTAL OR DIAGONAL 1. STANDARD BRIDGING 2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 X X X X X X X X AWS D1.3 AWS D1.4 ACI 318 SECTION 26.6.4 IBC 1705.2.3 SJI SPECIFICATIONS LISTED IN SECTION 2207.1 SJI SPECIFICATIONS LISTED IN SECTION 2207.1 X B. GRADE TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS X C. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS X D. PLACEMENT OF REINFORCEMENT AND CONNECTORS X ACI 530 SEC 6.1, ACI 530.1, ARTS 2.4, 3.4 ACI 530.1, ARTS 3.3B ACI 530 SEC 6.1, 6.2.1, 6.2.6, 6.2.7, ACI 530.1, ARTS 3.2E, 3.4, 3.6A PERIODIC INSPECTION PERMITTED FOR RISK CATEGORY I, II, AND III STRUCTURES E. GROUT SPACE PRIOR TO GROUTING X F. PLACEMENT OF GROUT X G. SIZE AND LOCATION OF STRUCTURAL ELEMENTS H. TYPE, SIZE, AND LOCATION OF ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION X I. WELDING OF REINFORCEMENT X ACI 530.1, ARTS 3.5, 3.6C ACI 530.1, ARTS 3.3F ACI 530 SEC 1.2.1(e), 6.1.4.3, 6.2.1 ACI 530 SEC 8.1.6.7.2, 9.3.3.4(c), 11.3.3.4(b) ACI 530.1, ARTS 1.4B.2.a.3, 1.4B.2.b.3, 1.4B.2.c.3, 1.4B.3, 1.4B.4 SPRAYED FIRE-RESISTANT MATERIALS X IBC 1705.14 MASTIC AND INTUMESCENT COATINGS X IBC 1705.15 FIRE-RESISTANT MATERIALS X PERIODIC INSPECTION TO INCLUDE A QUANTITY OF 10% WITH A MINIMUM OF (5) ANCHORS INSPECTED PER INSTALLER ON A DAILY BASIS. ANCHORS POST-INSTALLED IN HARDENED CONCRETE (MECHANICAL & ADHESIVE ANCHORS INSTALLED HORIZONTAL OR UPWARDLY INCLINED) ACI 318: 17.8.2 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS X ANCHORS POST-INSTALLED IN MASONRY IBC 1704 & 1705 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS X ELECTRICAL EQUIPMENT ANCHORAGE OF EQUIPMENT TO STRUCTURE X IBC 1705.12.6SPECIAL INSPECTION ONLY REQUIRED IN SEISMIC DESIGN CATEGORY E OR F CONCRETE (CONT.) PERIODIC INSPECTION PERMITTED FOR RISK CATEGORY I, II, AND III STRUCTURES PERIODIC INSPECTION PERMITTED FOR RISK CATEGORY I, II, AND III STRUCTURES PERIODIC INSPECTION PERMITTED FOR RISK CATEGORY I, II, AND III STRUCTURES NOT REQUIRED WHERE SHEATHING IS GYPSUM BOARD OR FIBERBOARD OR WHEN THE SHEATHING IS WOOD STRUCTURAL PANEL OR STEEL SHEETS ON (1) SIDE AND WITH SCREWS SPACED GREATER THAN 4" O.C. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED X ACI 318: 26.11.1.2(b) MATERIAL VERIFICATION OF REINFORCEMENT STEEL FOR ASTM A615 REINFORCING MANUFACTURER SHALL PROVIDE MILL TEST REPORTS. CONTINUOUS INSPECTION FOR ALL WELDS GREATER THAN 5/16" FILLET. PERIODIC INSPECTION FOR FILLET WELD 5/16" AND SMALLER ACI 318: 26.6.4 AWS D1.4 IBC 1705.3.1X TESTING OF MATERIALS IBC 1705.3.2X VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X ACI 318: 26.11.2 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:23:42 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.14 GENERAL NOTES TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. » REVIEW OF TESTING AND INSPECTION REPORTS. » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. ABBREVIATION LIST HGR HANGER A.B. ANCHOR BOLT HDR HEADER A.F.F. ABOVE FINISH FLOOR HT HEIGHT ALT. ALTERNATE HORIZ.HORIZONTAL ARCH. ARCHITECTURAL HSS HOLLOW STRUCTURAL SECTION @ AT INT.INTERIOR BM BEAM JST JOIST BRG BEARING JT JOINT BTWN BETWEEN L ANGLEBLK'G BLOCKING LLH LONG LEG HORIZONTAL BOT. BOTTOM LLV LONG LEG VERTICAL B.O.F. BOTTOM OF FOOTING L.L.LIVE LOAD BLD'G BUILDING LOC.LOCATION B.U. BUILT UP LSL LAMINATED STRAND LUMBER (C= ) CAMBER LVL CANT. CANTILEVER MAX.MAXIMUM C.J. CONTROL/CONSTRUCTION JOINT M.B.MACHINE BOLT MFR MANUFACTURER! CENTERLINE MECH.MECHANICAL CLR. CLEARANCE MTL METALCOL. COLUMN MEZZ.MEZZANINE CONC. CONCRETE MIN.MINIMUM MISC.MISCELLANEOUSCMU CONCRETE MASONRY UNIT N.S.NEAR SIDECONN. CONNECTION NTS NOT TO SCALECONST. CONSTRUCTION O.C.ON CENTERCONT. CONTINUOUS OPN'G OPENINGCONTR. CONTRACTOR OPP.OPPOSITECOORD. COORDINATE #PLATE CTR'D CENTERED P.A.F.POWDER ACTUATED FASTENER PERP.PERPENDICULAR C.Y. CUBIC YARD P.P.PARTIAL PENETRATION D.L. DEAD LOAD P.S.F.POUNDS PER SQUARE FOOTDIA. OR % DIAMETER PSL PARALLAMDIAG. DIAGONAL P.P.T.PRESERVATIVE PRESSURE TREATED DIM. DIMENSION PW.PLYWOOD DBL. DOUBLE REINF.REINFORCING D.F. DOUGLAS FIR REQ'D REQUIRED DWG DRAWING SCHED.SCHEDULE DWL DOWEL S.C.L.SHT'G STRUCTURAL COMPOSITE LUMBEREA. EACH SIM.SIMILAREL. ELEVATION S.O.G.SLAB ON GRADEELEV. ELEVATOR SQ.SQUAREENGR. ENGINEER STD STANDARDEQ. EQUAL STL STEEL (E) EXISTING STIFF.STIFFENER E.F. EACH FACE STRUCT.STRUCTURAL E.W. EACH WAY T&B TOP & BOTTOM EXP. EXPANSION T&G TONGUE AND GROOVE EXT. EXTERIOR THR'D THREADED FTG FOOTING T.O.F.TOP OF FOOTING FDN FOUNDATION T.O.S.TOP OF STEEL FLR FLOOR TRT'D TREATED F.O.M. FACE OF MASONRY TYP.TYPICAL F.O.S. FACE OF STUD U.N.O.UNLESS NOTED OTHERWISEF.S. FAR SIDE U.T.ULTRASONIC TESTED FRM'G FRAMING VERT.VERTICAL GALV. GALVANIZED W.P.WORK POINT GA. GAGE/GAUGE WT WEIGHT GL. GLULAM W.W.R.WELDED WIRE REINFORCING GR. GRADE W/WITH GWB GYPSUM WALL BOARD F.F. FAR FACE N.F.NEAR FACE ADD'L ADDITIONAL C.F.S. COLD-FORMED STEEL C.P. COMPLETE PENETRATION F.R.T. FIRE RETARDANT TREATED LAMINATED VENEER LUMBER P.T.POST TENSION SHT'G SHEATHING 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:23:46 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S0.15 GENERAL NOTES FOUNDATION NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. "F_"INDICATES CONCRETE SPREAD FOOTING. FOR SCHEDULE SEE 2/S3.00. TOP OF FOOTING ELEVATIONS = -0-9" PERIMETER GRADE BEAMS -1'-6" INTERIOR SPREAD FOOTINGS 2. 1. UNLESS NOTED OTHERWISE ON PLANS & DETAILS. 3. "GB_"INDICATES GRADE BEAM. SEE S3.50.4. GRADE LEVEL FRAMING NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. INDICATES 6" CMU WALL UNLESS NOTED OTHERWISE. FOR TYPICAL MASONRY DETAILS AND REINFORCING SEE SHEET S5.00. 1. TOP OF SLAB = 0'-0" ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE.2. 3. 1 FLOOR FRAMING NOTES INDICATES PENETRATION IN FLOOR STRUCTURE. SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL FOR ADDITIONAL OPENINGS. FOR TYPICAL REINFORCING AROUND OPENINGS SEE 4/S3.60. INDICATES CMU WALL EXTENDING ABOVE THE FLOOR STRUCTURE UNLESS NOTED OTHERWISE. FOR TYPICAL MASONRY DETAILS SEE SHEET S5.00.1. 2. 3. INDICATES MECHANICAL UNIT AND MAXIMUM WEIGHT. SEE MECHANICAL FOR OPENINGS IN FLOOR. SEE ARCHITECTURAL FOR ADDITIONAL INFORMATION INCLUDING PERIMETER WALL FRAMING. 1500#7. PTB_ INDICATES POST-TENSIONED BEAM SEE SHEET S3.40 FOR TYPICAL DETAILS AND SCHEDULES. 4.PTG_ INDICATES POST-TENSIONED BEAM SEE SHEET S3.30 FOR TYPICAL DETAILS AND SCHEDULES. 5.FC-_ AND C-_ SEE SHEET S3.11 & S3.12 FOR COLUMN SCHEDULE. 6. INDICATES POUR-STRIP, CAST NO EARLIER THAN 28 DAYS AFTER FINAL DECK OR RAMP POUR ASSOCIATED WITH FLAT DECK. ROOF FRAMING NOTES INDICATES TYPE OF CONTINUOUS COLUMN FROM LEVEL BELOW AND CONTINUING ON TO LEVEL ABOVE. INDICATES LIGHT GAUGE METAL STUD WALL EXTENDING ABOVE ROOF TO FORM A PARAPET. INDICATES WALL BELOW EXTENDING TO ROOF STRUCTURE. INDICATES MECHANICAL UNIT BELOW HUNG FROM ROOF JOISTS WITH MAXIMUM WEIGHT SHOWN. FOR SUPPORT DETAIL SEE 2/S4.00. FOR CLARITY, ONLY LARGE (OVER 600#) UNITS ARE SHOWN. FOR SUPPORT FRAMING AT MECHANICAL UNITS AND FANS (LESS THAN 600#) SEE 3/S4.00. SEE MECHANICAL FOR LOCATIONS. INDICATES DIRECTION OF SPAN FOR METAL DECK. FOR TYPICAL METAL DECK SEE SHEET S/4.00. INDICATES PENETRATION IN ROOF. NOT ALL OPENINGS ARE SHOWN, FOR ADDITIONAL MISCELLANEOUS OPENINGS IN ROOF SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE XX/SX.X FOR TYPICAL SUPPORT AROUND OPENINGS. INDICATES STEEL COLUMN DISCONTINUING AT ROOF LEVEL. INDICATES STRUCTURAL WT SECTION IN ROOF PLANE. SEE APPLICABLE DETAIL ON PLANS FOR SIZE AND ORIENTATION. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNLESS NOTED OTHERWISE. 1500#W_HSS_"WT" 1. 2. 3. 4. 5. 6. 7. 8. 9. MARK CALLOUT REMARKS SLAB REINFORCING SCHEDULE A B C D F G H #4 x 15'-0" @ 15" O.C. BOT. #4 x 10'-0" @ 15" O.C. TOP I #4 x 10'-0" @ 15" O.C. TOP J #4 x 15'-0" @ 15" O.C. BOT. #4 x 4'-4" W/ STD 90° HOOK @ 15" O.C. TOP #5 x 12'-0" @ 15" O.C. BOT. #5 x 20'-0" @ 15" O.C. TOP #4 TOP & BOT. CONT. #5 x 6'-0" @ 15" O.C. TOP & BOT. E #4 x 6'-10" W/ STD 90° HOOK @ 15" O.C. TOP K (3) #6 TOP & BOT.SPLICE 3'-0" TYP. AT POUR STRIP L ADD'L #4 x 15'-0" @ 60" O.C. TOP M TYPICAL AT SLAB EDGES - SPLICE 2'-0" TYPICAL EA. SIDE OF POUR STRIP TYPICAL EA. SIDE OF POUR STRIP TYPICAL @ C.J.'s PROVIDE 2" COVER W/ SLAB, SKEW HOOK AS REQ'D EMBED 20" INTO SUPPORT, ALT. STAGGER 2'-0" EMBED 6" INTO SUPPORT, ALT. ADD'L #4 x 10'-0" @ 60" O.C. TOP NOTES: 1.INDICATES C.G.S. OF POST-TENSIONING TENDONS AT CONTROL POINT MEASURED FROM SLAB SOFFIT - TYPICAL. SEE DETAIL 1/S3.60 FOR TYPICAL LAYOUT OF CONTROL POINTS. 2. TYPICAL SLAB POST-TENSIONING PROFILES =1.0" AT SLAB MID-SPAN U.N.O. =3.75" CENTERED OVER SUPPORTS U.N.O. =2.75" AT ANCHORS AND STRESSING POINTS U.N.O. N (3) #5 BARS @ 5" O.C. BOT.LOCATE AT 1½" CLEAR FROM BOTTOM OF THICKENED SLAB W/ STD HOOK IN COLUMN/BEAM AS OCCURS * DENOTES REINFORCING NOT REQUIRED AT LEVEL 9 TYP. OVER GIRDERS O #4x15'-0" @ 9" O.C. BOT.EMBED 6" INTO SUPPORT, ALT. TYP. AT THICKENED SLAB P #4x10'-0" @ 9" O.C. TOP STAGGER 2'-0" TYP. OVER SUPPORTS AT THICKENED SLAB Q #5 TOP & BOT. CONT. LOCATE 6" MAX FROM SLAB EDGE - TYP. @ SLAB EDGES - SPLICE 2'-4" 1 R #5 x 6'-0" TOP PROVIDE STANDARD HOOK AT BUILDING EDGE * DENOTES REINFORCING NOT REQUIRED AT LEVEL 9 1 PENTHOUSE FRAMING NOTES INDICATES STRUCTURAL SHEAR WALL. PROVIDE 600 S162-43MIL INFILL STUDS @ 16" O.C. MINIMUM WITH SERIES 200 SURE-BOARD SIDING W/ 10d SCREWS @ 6" O.C. @ PANEL EDGES AND BOUNDARIES AND 10d SCREWS @ 12" O.C. IN FIELD ZONES. INDICATES STRUCTURAL SHEAR WALL. PROVIDE 600 S162-54MIL INFILL STUDS @ 16" O.C. MINIMUM WITH SERIES 200 SURE-BOARD SIDING W/ 10d SCREWS @ 6" O.C. @ PANEL EDGES AND BOUNDARIES AND 10d SCREWS @ 12" O.C. IN FIELD ZONES. NOTE: AT NON STRUCTURAL EXTERIOR AND INTERIOR PENTHOUSE WALLS PROVIDE 600 S162-43MIL INFILL STUDS @ 16" O.C. INDICATES STRUCTURAL WALL TERMINATING AT STRUCTURAL COLUMN. CONNECT END STUD TO COLUMN WITH 0.159" HILTI P.A.F. @ 12" O.C. STAGGERED AT 1 1/2" FULL HEIGHT. INDICATES SIMPSON S/HDU# HOLDOWN. FOR COLD FORMED STEEL FRAMING DETAILS SEE SHEETS S4.01 AND S4.03. 1 #2 * 1. 2. 3. 4. 5. 6. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:45:39 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.00 PLAN NOTES 1 11/04/16 ADDENDUM 2 1.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 5' WIDE x 3' THICK CONT. GRADE BM WIDEN GRADE BM 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10"21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"/1 S1.02S 5 S3.01 TYP.TYP.2'-6"7'-0"C18x36FC-2C24x36C-2C24x24C-1C18x36FC-2 C18x36FC-2 8" CONCRETE WALL W/ 1.5" GAP BTWN WALL AND COL. TYP. W/ #5 @ 12" O.C. E.W. - TOP OF WALL VARIES = 1'-0" ABOVE FINISH GRADE TO MATCH SLOPED CURB WALL AT NW CORNER - EMBED HOOKED VERT. REINF. INTO GRADE BM 8" MIN. 4 S3.00 5 S3.00 5 S3.00 F12.5 F12.5 F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 COMPACTED STRUCT. FILL @ RAMP - SEE GEOTECH REPORT C18x36FC-2C18x36FC-2 C18x36FC-2C18x36FC-2 C18x36FC-2C18x36FC-2C18x36FC-2C18x36FC-2C18x36FC-2 C18x36FC-2C18x36FC-2 C24x24C-1C24x24C-1 C24x24C-1 C24x24C-1 C24x36C-2 C24x24C-1C24x24C-1C24x24C-1 C24x24C-1 C24x24C-1 F10.0 F10.0 1 S3.00TYP. 1 S3.00TYP. 180'-6" GB "1" SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL INFILL (E) OPN'G WITH CONC. - PROVIDE #5 @ 12" O.C. E.W. - EMBED 8" INTO (E) WALL - TYP. - SEE ARCH. FOR EXTENT OF DEMO OF (E) STAIR - ELEVATOR PIT - AND ADJACENT ROOM/STAIR GB "1" GB "P" PROVIDE LEAN CONC. BENEATH GRADE BEAMS ADJACENT TO EXISTING GARAGE 1'-0"1'-0"C24x48FC-1C24x48FC-1 C24x48FC-1 C24x48FC-3C24x48FC-1 C24x48FC-1 C24x48FC-3C24x48FC-1 C24x48FC-1C24x48FC-18" CONCRETE WALL W/ #5 @ 12" O.C. E.W. - ALIGN WITH SHORING WALL - PROVIDE 12"x18" FTG - SEE SIM.6 S3.01 SEE S1.00 FOR FOUNDATION PLAN NOTES 1 1 NOTE: PROVIDE JOINT SEALING COMPOUND BETWEEN SLAB-ON-GRADE EDGE AND VERTICAL CONCRETE SURFACES (WALLS/COLUMNS). 1 2 3 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/3/2017 9:59:47 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.02N FOUNDATION PLAN NORTH 1/8" = 1'-0"S1.02N 1 FOUNDATION PLAN NORTH 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 3 03/03/17 RFI 002.1 1.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 5' WIDE x 3' THICK CONT. GRADE BM 18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.02N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10" 5 S3.01 TYP. 1 S3.00C18x36FC-2C18x36FC-2C18x36FC-2C24x36C-2C24x24C-1C18x36FC-2 C18x36FC-2 TYP. 8" CMU INFILL WALL W/ 1.5" GAP BTWN END OF WALL AND COL. - TYP. 5 S3.00 5 S3.00 6"6"C18x36FC-2C18x36FC-2C18x36FC-2C18x36FC-2 C18x36FC-2C18x36FC-2C18x36FC-2C18x36FC-2C18x36FC-2 C18x36FC-2C18x36FC-2 C24x24C-1 C24x24C-1C24x24C-1C24x24C-1C24x24C-1 C24x36C24x36C24x36C-2C24x24C-1 C24x24C-1C24x24C-1C24x24C-1F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 F10.0 F11.5 F11.5 2'x2'x1' DEEP SUMP PIT PER COORD. SIZE & LOCATION W/ ELEVATOR MFR 7 S3.00 F11.5 F9.5 6 S3.00 1 S3.00 TYP. SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL GB "A" 1.91.61.4 3.1 3.4 3.6 SEE S1.00 FOR FOUNDATION PLAN NOTES PROVIDE LEAN CONC. BENEATH GRADE BEAMS ADJACENT TO EXISTING GARAGE PROVIDE LEAN CONC. BENEATH GRADE BEAMS ADJACENT TO ELEVATOR PIT HSS5x5x1/44'-0"x4'-0"x11" DEEP FOOTING W/ (4) #5 BOT. BARS EA. WAY 2 S3.01 C18x22C-3 3.5 F4.0 F7.5 3 S3.01 4'-0"3'-9"MATCH BOT. OF (E) FTG WITH BOT. OF LEAN CONC. TRENCH AT (E) ELEV. 6 S3.01 8" CONCRETE WALL IN LINE W/ CURB WALL W/ #5 @ 12" O.C. E.W. - EMBED HOOKED VERT. REINF. INTO GRADE BM 8" MIN.HSS5x5x1/4HSS5x5x1/4HSS5x5x1/44S3.011 NOTE: PROVIDE JOINT SEALING COMPOUND BETWEEN SLAB-ON-GRADE EDGE AND VERTICAL CONCRETE SURFACES (WALLS/COLUMNS). 1 12 12" CONC. WALL 8" CONC. WALL 8" CONC. WALL 8" CONC. WALL PROVIDE 4"1 PVC DRAINAGE AT BOT. OF WALL 6" CONC. - T.O.W. @ 8" BELOW F.F./T.O.S. 3 4 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:00 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.02S FOUNDATION PLAN SOUTH 1/8" = 1'-0"S1.02S 1 FOUNDATION PLAN SOUTH 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 3 03/02/17 RFI 068 4 03/17/17 CP-05 1.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 5" S.O.G. W/ #4 @ 18" O.C. E.W. - SEE 180'-6" 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10"21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"/1 S1.03S 1 S3.01 AREA BTWN SLAB AND RETAINING WALL IS TO BE FILLED WITH GRAVEL - SEE SIM. FOR THICKENED SLAB EDGE AREA BTWN SLAB AND RETAINING WALL IS TO BE FILLED WITH GRAVEL - SEE SIM. FOR THICKENED SLAB EDGE 1'-0"1'-0"1 SEE S1.00 FOR FOUNDATION PLAN NOTES 1 4 S3.00 1 2 S3.01 1 2 S3.01 1 3 S3.00 3 S3.00 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:45:51 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.03N SLAB ON GRADE PLAN NORTH 1/8" = 1'-0"S1.03N 1 SLAB ON GRADE PLAN NORTH 1 11/04/16 ADDENDUM 2 1.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 5" S.O.G. W/ #4 @ 18" O.C. E.W. - SEE 18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.03N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP1 S3.01 3 S3.00 TYP. SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL 1.91.61.4 3.1 3.4 3.6 AREA BTWN SLAB AND RETAINING WALL IS TO BE FILLED WITH GRAVEL - SEE SIM. FOR THICKENED SLAB EDGE AREA BTWN SLAB AND RETAINING WALL IS TO BE FILLED WITH GRAVEL - SEE FOR THICKENED SLAB EDGE TYP.2'-0"COORD. CONDUIT STUB UPS W/ ELECTRICAL PROVED TRIM #4 BARS AT STUB UPSHSS 3.5 HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2 DEMO PRECAST PANEL SEE S1.00 FOR FOUNDATION PLAN NOTES 1 SEE S1.00 FOR FOUNDATION PLAN NOTES 1 1 2 S3.01 11S4.00TYP. 2 S3.01 HSSHSSHSS 1 PROVIDE 18" DIA. x 2'-6" DEEP DRILLED PIER FTG W/ SLEEVE FOR BOLLARDSHOUSEKEEPING PAD - SEE ELEC. 4" HOUSEKEEPING PAD TYP. - SEE MECH. 2 3 4 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:06 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.03S SLAB ON GRADE PLAN SOUTH 1/8" = 1'-0"S1.03S 1 SLAB ON GRADE PLAN SOUTH 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 068 4 03/17/17 CP-05 2 S3.20 1S3.211.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 3'-0" WIDE POUR STRIP 18x38 UPTURN BM TYP. @ GRID 1 U.N.O. 18x38 UPTURN BM TYP. @ GRID 4 U.N.O. 24x38 UPTURN BM TYP. @ GRID P 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"RAMP DOWNSEE FOR STEEL CABLE GUARD RAIL 1 S4.02 8" UPTURN CURBPTG3PTB22 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5PTG3PTB6 PTB5 PTB23 PTB10 SIM PTB5PTB5 CONSTRUCTION JT PTB14 18x18 CONC. BM 2 S3.12TYP. 3 S3.12TYP. 4 S3.12TYP. 9 S3.60 1 S3.12 TYP. @ RAMP 3 S3.12 TYP. ___ S3.12 7 TYP. ___ S3.12 6 TYP. 5 S3.12 180'-6" 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10" 18" WIDE x 12" THICKENED SLAB 18" WIDE x 12" THICKENED SLAB SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL STL COL. PER STL STAIR BIDDER DESIGNER KINKED STRINGER PER STL STAIR BIDDER DESIGNER LANDING FRM'G PER STL STAIR BIDDER DESIGNER EMBED ) PER STL STAIR BIDDER DESIGNER 1'-0"1'-0"INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 11" SEISMIC JT 4 S3.00 1 SEE S1.00 FOR PLAN NOTES 1 1 MECH. PLENUM - 18 GA. MTL DECK W/ 6.5" OF CONC. TOPPING W/ 6x6-W2.9x.29 WWF SUPPORTED BY W6x15 STRUTS AT 8'-0" O.C. MAX. - SEE SEE ARCH./MECH. FOR LOUVER LOCATION 3 S2.15 1 2 21'-0"INFILL (E) OPN'G WITH CONC. - PROVIDE #5 @ 12" O.C. E.W. - EMBED 8" INTO (E) WALL - TYP. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:48:45 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.04N LEVEL 4 FRAMING PLAN NORTH 1/8" = 1'-0"S1.04N 1 LEVEL 4 FRAMING PLAN NORTH 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 2 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.04N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 RECESSED TRENCH DRAIN PTB10 SIM PTB10 PTB10 PTB10 SIM. PTB5 PTB5 PTB5 PTB5 PTB7 PTB8PTG4 PTG4PTB5 PTB24 PTB22 PTB5 PTB5 3'-0"CONSTRUCTION JT PTB13 PTB5 5 S3.12 6 S3.13 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 18"x24" CONC. DOWNTURN BMHSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 SIM. SIM.SIM.SIM.8" THICKENED SLAB BENEATH ENTRY RAMP10" THICKENED SLAB 24x24 CONC. BM 8" CONC. UPTURN CURB 4" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL 1.91.6 1.4 3.1 3.4 3.6HSSINDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2TYP.___ S3.13 3 4 S3.12 11" SEISMIC JT CUT AND RESUPPORT (E) PRECAST PANEL AT PEDESTRIAN ENTRANCE 5 S3.13 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 1 3 S4.03 1 1 1 SEE S1.00 FOR PLAN NOTES 1 4S4.02TYP. 3S4.024 S4.03 5 S4.03 1 MECH. PLENUM - 18 GA. MTL DECK W/ 6.5" OF CONC. TOPPING W/ 6x6-W2.9x.29 WWF SUPPORTED BY W6x15 STRUTS AT 8'-0" O.C. MAX. - SEE SEE ARCH./MECH. FOR LOUVER LOCATION 3 S2.15 1 9 S4.03 1 SEE FOR BOLLARDS 11 S3.60 2 2 1'-0"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:48:53 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.04S LEVEL 4 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.04S 1 LEVEL 4 FRAMING PLAN SOUTH 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 2 S3.20 1S3.211.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"/1 S1.05S 18x38 UPTURN BM TYP. @ GRID 1 U.N.O. 18x38 UPTURN BM TYP. @ GRID 4 U.N.O. 24x38 UPTURN BM TYP. @ GRID P 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. GAP - TYP. 5½" P.T. SLAB TYP. U.N.O. 3'-0" WIDE POUR STRIP RAMP DOWNSEE FOR STEEL CABLE GUARD RAIL 1 S4.02 8" UPTURN CURBPTG3PTB22 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5PTG3PTB6 PTB5 PTB23 PTB10 SIM PTB5 PTB5 PTB5 CONSTRUCTION JT PTB14 18x18 CONC. BM 6" CMU ENCLOSURE 2 S3.12 TYP. 3 S3.12TYP. 4 S3.12TYP. 9 S3.60 1 S3.12 TYP. @ RAMP 3 S3.12 TYP. ___ S3.12 7 TYP. ___ S3.12 6 TYP. 5 S3.12 180'-6" 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10" 18" WIDE x 12" THICKENED SLAB SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL STL COL. PER STL STAIR BIDDER DESIGNER KINKED STRINGER PER STL STAIR BIDDER DESIGNER LANDING FRM'G PER STL STAIR BIDDER DESIGNER EMBED ) PER STL STAIR BIDDER DESIGNER PTB51'-0"1'-0"INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 11" SEISMIC JT 4" WIDE SEISMIC JT - TYP. 1 SEE S1.00 FOR PLAN NOTES 1 (1) ADD'L #4 x 15'-0" BOT. @ FAN ROOM CMU WALLS - TYP. (1) ADD'L #4 x 15'-0" BOT. @ FAN ROOM CMU WALLS - TYP. 1 FOR ADD'L REINF. AT OPENINGS SEE S3.60 TYP. 1 2 2 1'-0"INFILL (E) OPN'G WITH CONC. - PROVIDE #5 @ 12" O.C. E.W. - EMBED 8" INTO (E) WALL - TYP. CONC. CURB - SEE CIVIL 3 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:12 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.05N LEVEL 5 FRAMING PLAN NORTH 1/8" = 1'-0"S1.05N 1 LEVEL 5 FRAMING PLAN NORTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Nr 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/17/17 CP-05 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.518'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.05N 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O. 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 24x24 DOWNTURN BM & 8x38 UPTURN CURB PTB10 SIM PTB10 PTB10 PTB 10 SIM. PTB5 PTB5 PTB5 PTB5 PTB7PTG4 PTG4PTB8 PTB5 PTB24 PTB22 PTB5 PTB5 CONSTRUCTION JT 5 S3.12 6 S3.13 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 18"x24" CONC. DOWNTURN BMHSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 10" THICKENED SLAB 4" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL 1.91.6 1.4 3.1 3.4 3.6 PTB5 HSS4" CONC. TOPPING OVER RIGID INSULATION INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 10 S3.12 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2 TYP.___ S4.03 4 11" SEISMIC JT 4" WIDE SEISMIC JT - TYP. CUT AND RESUPPORT (E) PRECAST PANEL AT PEDESTRIAN ENTRANCE NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 1 1 SEE S1.00 FOR PLAN NOTES 1 3 S4.03 1 1 STOP LOWER SLAB AT EAST FACE OF CURB WALL STOP UPPER SLAB AT SOUTH FACE OF CURB WALL 1 1 4S4.02TYP. 3S4.024 S4.03 5 S4.03 FOR ADD'L REINF. AT OPENINGS SEE S3.60 TYP. 1 1 9 S4.03 1 SEE FOR BOLLARDS 11 S3.60 (1) ADD'L #4 x 15'-0" BOT. @ FAN ROOM CMU WALLS - TYP. 2 2 1'-0"3 4 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:15 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.05S LEVEL 5 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.05S 1 LEVEL 5 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 069 4 03/17/17 CP-05 2 S3.20 1S3.211.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 18x38 UPTURN BM TYP. @ GRID 1 U.N.O. 18x38 UPTURN BM TYP. @ GRID 4 U.N.O. 24x38 UPTURN BM TYP. @ GRID P 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. GAP - TYP. 5½" P.T. SLAB TYP. U.N.O. 3'-0" WIDE POUR STRIP 21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"/1 S1.06SRAMP DOWNTYP. @ GRID 1 U.N.O.TYP. @ GRID PC18x36TYP. @ GRID 4U.N.O. TYP. @ GIRDERTYP. @ INT. 3 S3.12 TYP. 1 S3.12 TYP. SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 C18x368" UPTURN CURBPTG1PTB22 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1PTG1PTB2 PTB5 PTB23 PTB9 PTB1 PTB5 PTB5 CONSTRUCTION JT PTB14 18x18 CONC. BM TYP.2 S3.12 TYP. 3 S3.12 4 S3.12 9 S3.60 1 S3.12 TYP. @ RAMP 3 S3.12 TYP. ___ S3.12 7 TYP. ___ S3.12 6 TYP. 5 S3.12 180'-6" 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10" 18" WIDE x 12" THICKENED SLAB 18" WIDE x 12" THICKENED SLABC24x48STL COL. PER STL STAIR BIDDER DESIGNER KINKED STRINGER PER STL STAIR BIDDER DESIGNER LANDING FRM'G PER STL STAIR BIDDER DESIGNER EMBED ) PER STL STAIR BIDDER DESIGNER TYP.3 S3.12 TYP.4 S3.12 PTB11'-0"1'-0"INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 C24x36C24x24 11" SEISMIC JT 1 SEE S1.00 FOR PLAN NOTES 1 C18x364 S3.12 TYP. @ CURB 1 2 2 1'-0"INFILL (E) OPN'G WITH CONC. - PROVIDE #5 @ 12" O.C. E.W. - EMBED 8" INTO (E) WALL - TYP. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:13 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.06N LEVEL 6 FRAMING PLAN NORTH 1/8" = 1'-0"S1.06N 1 LEVEL 6 FRAMING PLAN NORTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Nr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 2 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.06N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB C24x48TYP. @ GRID ATYP. @ GRID 1 U.N.O.C18x36TYP. @ GRID 4U.N.O. C18x36 SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 1 S3.12 TYP. 24x24 DOWNTURN BM & 8x38 UPTURN CURB PTB9 PTB9 PTB9 PTB9 PTB1 PTB1 PTB1 PTB1 PTB3PTG2 PTG2PTB4 PTB1 PTB24 PTB22 18"x24" CONC. DOWNTURN BM PTB1 PTB1 CONSTRUCTION JT 5 S3.12 6 S3.13 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP.HSS COL. PERBIDDERDESIGNER TYP.(3) PLCS STAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 10" THICKENED SLAB 4" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB 1.91.6 1.4 3.1 3.4 3.6 PTB1 HSS INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2___ S3.13 3 TYP. NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 11" SEISMIC JT CUT AND RESUPPORT (E) PRECAST PANEL AT PEDESTRIAN ENTRANCE 1 1 SEE S1.00 FOR PLAN NOTES 1 3 S4.03 1 4S4.02TYP. 3S4.024 S4.03 5 S4.03 1 1 1 9 S4.03 SEE FOR BOLLARDS 11 S3.60 1 2 2 1'-0"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:21 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.06S LEVEL 6 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.06S 1 LEVEL 6 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 2 S3.20 1S3.211.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 18x38 UPTURN BM TYP. @ GRID 1 U.N.O. 18x38 UPTURN BM TYP. @ GRID 4 U.N.O. 24x38 UPTURN BM TYP. @ GRID P 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. GAP - TYP. 5½" P.T. SLAB TYP. U.N.O. 3'-0" WIDE POUR STRIP 21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"/1 S1.07SRAMP DOWNSEE FOR STEEL CABLE GUARD RAIL 1 S4.02 8" UPTURN CURBPTG1PTB22 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1PTG1PTB2 PTB1 PTB23 PTB1 PTB1 PTB1 PTB1 CONSTRUCTION JT PTB14 18x18 CONC. BM TYP.2 S3.12 TYP. 3 S3.12TYP. 4 S3.12TYP. 9 S3.60 1 S3.12 TYP. @ RAMP 3 S3.12 TYP. ___ S3.12 7 TYP. ___ S3.12 6 TYP. 180'-6" 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10" 18" WIDE x 12" THICKENED SLAB 18" WIDE x 12" THICKENED SLAB STL COL. PER STL STAIR BIDDER DESIGNER KINKED STRINGER PER STL STAIR BIDDER DESIGNER LANDING FRM'G PER STL STAIR BIDDER DESIGNER EMBED ) PER STL STAIR BIDDER DESIGNER 3 S3.12 4 S3.12 PTB11'-0"1'-0"INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 SEE S1.00 FOR PLAN NOTES 1 1 2 2 1'-0"INFILL (E) OPN'G WITH CONC. - PROVIDE #5 @ 12" O.C. E.W. - EMBED 8" INTO (E) WALL - TYP. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:26 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.07N LEVEL 7 FRAMING PLAN NORTH 1/8" = 1'-0"S1.07N 1 LEVEL 7 FRAMING PLAN NORTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Nr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 2 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.07N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB3PTG2 PTG2PTB4 PTB1 PTB24 PTB22 18"x24" CONC. DOWNTURN BM PTB1 PTB1 CONSTRUCTION JT 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 9 S3.12 HSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 10" THICKENED SLAB (1) ADD'L P.T. TENDON @ 60" O.C. 10" THICK PT SLAB 24x24 DOWNTURN BM 8x38 UPTURN CURB 1.91.6 1.4 3.1 3.4 3.6 PTB1 HSSSIM. INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2TYP.___ S3.13 3 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13SEE S1.00 FOR PLAN NOTES 1 1 4 S4.03 5 S4.03 4S4.02TYP. 3S4.02 1 1 SEE FOR BOLLARDS 11 S3.60 1 9 S4.03 1 2 2 1'-0"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:33 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.07S LEVEL 7 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.07S 1 LEVEL 7 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 2 S3.20 1S3.211.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 18x38 UPTURN BM TYP. @ GRID 1 U.N.O. 18x38 UPTURN BM TYP. @ GRID 4 U.N.O. 24x38 UPTURN BM TYP. @ GRID P 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. GAP - TYP. 5½" P.T. SLAB TYP. U.N.O. 3'-0" WIDE POUR STRIP 21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"/1 S1.08SRAMP DOWNSEE FOR STEEL CABLE GUARD RAIL 1 S4.02PTG1PTB22 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1PTG1PTB2 PTB1 PTB23 PTB1 PTB1 PTB1 PTB1 CONSTRUCTION JT PTB14 18x18 CONC. BM TYP.2 S3.12 TYP. 3 S3.12 4 S3.12 TYP. 9 S3.60 1 S3.12 TYP. @ RAMP 3 S3.12 TYP. ___ S3.12 7 TYP. ___ S3.12 6 TYP. 180'-6" 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10" 18" WIDE x 12" THICKENED SLAB 18" WIDE x 12" THICKENED SLAB STL COL. PER STL STAIR BIDDER DESIGNER KINKED STRINGER PER STL STAIR BIDDER DESIGNER LANDING FRM'G PER STL STAIR BIDDER DESIGNER EMBED ) PER STL STAIR BIDDER DESIGNER 3 S3.12 TYP.4 S3.12 PTB51'-0"1'-0"INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 SEE S1.00 FOR PLAN NOTES 1 2 2 1'-0"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:36 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.08N LEVEL 8 FRAMING PLAN NORTH 1/8" = 1'-0"S1.08N 1 LEVEL 8 FRAMING PLAN NORTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Nr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.08N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 RECESSED TRENCH DRAIN PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB21PTG2 PTG2PTB4 18"x24" CONC. DOWNTURN BM CONSTRUCTION JT ADD'L 14x36 P.T. BM 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 8 S3.12 HSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB19 10" THICKENED SLAB 5'-0" 4" THICK x 8" TALL CONC. CURB DOWNTURN BM & 8x38 UPTURN CURB UPTURN BM AT SUPPORT FOR FUTURE SKYBRIDGE 10" THICK PT SLAB 1.91.6 1.4 3.1 3.4 3.6 PTB17 PTB22 PTB24 PTB5 PTB5 PTB5 PTB5 3'-0"HSSINDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2TYP.___ S3.13 3 5 S3.13 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 4S4.02TYP. 3S4.024 S4.03 5 S4.03 1 RAMP - ADD ALT. #1 SEE S1.00 FOR PLAN NOTES 1 SEE FOR BOLLARDS 11 S3.60 1 9 S4.03 1 2 2 1'-0"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:44 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.08S LEVEL 8 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.08S 1 LEVEL 8 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 2 S3.20 1S3.211.3 1.7 2 2.3 2.7 3 3.3 3.7 4 I J K L M N O P 1 18x38 UPTURN BM TYP. @ GRID 1 U.N.O. 18x38 UPTURN BM TYP. @ GRID 4 U.N.O. 24x38 UPTURN BM TYP. @ GRID P 24x36 PT GIRDER TYP. U.N.O. 14x36 PT BM TYP. U.N.O. GAP - TYP. 5½" PT SLAB TYP. U.N.O. 3'-0" WIDE POUR STRIP 180'-6" 17'-10"20'-10"21'-4"20'-2"20'-2"20'-2"21'-4"20'-10"17'-10"21'-6"21'-6"21'-4"21'-4"21'-4"21'-4"21'-4"/1 S1.09SRAMP DOWNSEE FOR STEEL CABLE GUARD RAIL 1 S4.02 8" UPTURN CURBPTG1PTB22 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5PTG1PTB20 PTB5 PTB5 CONSTRUCTION JT TYP.2 S3.12 TYP. 3 S3.12 4 S3.12 TYP. 9 S3.60 1 S3.12 TYP. @ RAMP 3 S3.12 TYP. ___ S3.12 7 TYP. ___ S3.12 6 TYP. +0'-8" +0'-4" +0'-0" TYP. @ ROOF DRAIN +0'-4" +0'-8" +0'-4" +0'-0" TYP. @ ROOF DRAIN +0'-8" +0'-4" +0'-0" TYP. @ ROOF DRAIN +0'-4" +0'-8" +0'-4" +0'-0" TYP. @ ROOF DRAIN +1'-0" TYP. @ PERIMETER ALONG GRIDS 1,4,A,P STL COL. PER STL STAIR BIDDER DESIGNER KINKED STRINGER PER STL STAIR BIDDER DESIGNER LANDING FRM'G PER STL STAIR BIDDER DESIGNER EMBED * PER STL STAIR BIDDER DESIGNER TYP.3 S3.12 4 S3.12 PTB14 18x18 CONC. BMSIM.SIM.PTB23 PTB5 PTB5 PTB51'-0"1'-0"INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 6" CMU WALL W/ #5 @ 24" O.C. VERT. REINF - FOR HORIZ. REINF. AND CALLOUTS IN COMMON SEE S5.00 1 PTB141 131'-9 3/4" 2 2 1'-0"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:50 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.09N LEVEL 9 FRAMING PLAN NORTH 1/8" = 1'-0"S1.09N 1 LEVEL 9 FRAMING PLAN NORTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Nr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x36 PT GIRDER TYP. U.N.O. 14x36 PT BM TYP. U.N.O. 8x38 UPTURN CURB GAP - TYP. 5½" PT SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.09N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10" 8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 24x24 DOWNTURN BM & 8x38 UPTURN CURB PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB21PT62 PT62PTB4 18"x24" CONC. DOWNTURN BM PTB22 SIM. CONSTRUCTION JT 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. PTB16 PTB16 6" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB +0'-0" TYP. @ ROOF DRAIN +0'-0" TYP. @ ROOF DRAIN +0'-4"+0'-4" +0'-8"+0'-8" +0'-8"+0'-8" +0'-4"+0'-4" +0'-0" TYP. @ ROOF DRAIN +0'-0" TYP. @ ROOF DRAIN +0'-4" +0'-4" +0'-8"+0'-8" +1'-0" TYP. @ PERIMETER ALONG GRIDS 1,4,A,P 6'-0"LOCATE PT TENDONS AS SHOWN - TYP. @ SLAB OVERHANG 3.75" 3.25" 2.75"HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4 1.91.6 1.4 3.1 3.4 3.6 INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2TYP.___ S3.13 3 1 2 11 1 11646444 444 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 ** ** * ** 4 S4.03 5 S4.03 111S4.00TYP. 1 1 SEE FOR BOLLARDS 11 S3.60 9 S4.03 FINISH FLR AT LOBBY = 1'-0" - FEATHER SLAB TO PROVIDE TRANSITION OUTSIDE LOBBY ENTRY 1 CRICKET +0'-2" SLAB EDGE +0'-2" 1 1 24x38 UPTURN BM TYP. @ GRID A U.N.O. STAIR AND LANDINGS PER BIDDER DESIGNER 2 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:49:57 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.09S LEVEL 9 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.09S 1 LEVEL 9 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr SEE S1.00 FOR PENTHOUSE FRAMING PLAN NOTES 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 23:[:7[:7[ :7[:7[g*$7<3(%07/'(&.666:7[522)+$7&+6((6)253/$1127(66726 $%&:[:[:[:[:[:[:[:[:[:[:[:[:[ :[:[g*$7<3(%07/'(&.3(55(4 '$//2:$%/(',$3+5$*06+($5 3/):[+66+66+66+66+66+66:[:[+66[[+66[[+66[[+66[[+66[[+66[[:[:[:[:[:[+66[[:[+66[[+66[[+66[[:[+2,67%0:[+2,67%0667<37<366,067<366,0667<37<366,067<367<36:[+66[[+,*+7<3$5281'3(5,0(7(5522)+$7&+6((6)253/$1127(666+66[[:[| |+66[[:[ +66[[:[:[+66[[$'' /+66($6,'(:,7+2877,(2))3529,'( :,'({726 -*8727&0*2 (1-&14&1*4.3***5 7 +4 88,33.7,9&98349&+4*<3.-8:98 7 7&9(:133*,**7.<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;352-12'$7(0$5. '$7( '(6&5,37,21352-(&77($0&,9,/$1'/$1'6&$3(6758&785$/(1*,1((50(&+$1,&$/$1'3/80%,1*(/(&75,&$/(1*,1((56&$/(&23<5,*+7k1%%-6+((77,7/(6+((7180%(5':*635(3$5('21$125,*,1$/6+((76,=(2);'&%$'&%$30&?B5HYLW0RGHOV?90&3DUNLQJ*DUDJHY&HQWUDOBGPRUIRUG3&6UYW 1257+*$5$*((;3$16,21&216758&7,21'2&80(176%$5*+$86(11'$9(6.(17:$3&66758&785$/62/87,216),567$9(67(6($77/(:$0$=(77,7+$9(:67(/<11:22':$:22'+$5%,1*(5$9(1(67(%(//(98(:$6522))5$0,1*3/$16 6522))5$0,1*3/$11257+($67 6522))5$0,1*3/$16287+($67 $''(1'80&3 5), 1.3 1.7 2 2.3 2.7 3 3.3 3.7 4 A B C D E F G H I J K L M N O P 2.2 2.8 1 C.5 PERMANENT RETAINING WALL 1 S2.11 1 S2.12 2 S2.11 2 S2.12 6 S2.14 ______AT DRIVE AISLE ENTRY SEE FOR STEP AT SOMD AT TOP OF SHORING WALL 4 S2.14 5" SEISMIC JOINT TYP. AT EAST/SOUTH WALLS 3 S2.10 18 GA. W2 METAL DECK W/ 6" MIN. CONC. (TOTAL THICKNESS) W/ 6x6- W2.9xW2.9 WWF - TYP. W10x33 BEAM AT EA. W14x82 PILE W/ 24" DIA. DRILLED PIER - TYP. 4 S2.10 FOR EAST RAMP FRAMING SEE S2.01 DETENTION VAULT SEE S2.30 2 S2.10 19-W-4 GRATING W/ 1¾"x3/16" BEARING BARS AT NORTH WALL - TYP. 1 S2.10 ______ 1.91.61.4 3.1 3.4 3.63.5 1 1 1 12 2 S2.14 SIM. @ DOOR OPN'G 2 S2.14 SIM. @ DOOR OPN'G 2 TYPE OF CONSTRUCTION: SOLDIER PILE RETAINING WALL. GENERAL NOTES CONTINUOUS FLIGHT AUGER PILE OPTION: PILES SHALL BE INSTALLED BY DRILLING TO THE REQUIRED DEPTH WITH A CONTINUOUS FLIGHT, HOLLOW-STEM AUGER. CONCRETE SHALL BE PUMPED UNDER PRESSURE THROUGH THE HOLLOW AUGER AS THE AUGER IS WITHDRAWN, RESULTING IN A CAST-IN-PLACE PILE. THE CONTRACTOR SHALL PROVIDE A PRESSURE GAUGE IN THE GROUT LINE BETWEEN THE PUMP AND THE AUGER AND A MEANS OF MEASURING THE QUANTITY OF GROUT USED IN EACH PILE. IMMEDIATELY FOLLOWING WITHDRAWAL OF THE AUGER, STEEL PILE SHALL BE PLACED. CONFORM TO IBC 1808 AND 1810. OPEN HOLE PILE OPTION: DRILL CONTINUOUSLY TO PROPER ELEVATION. PLACE CONCRETE AND STEEL PILE IMMEDIATELY AFTER DRILLING IS COMPLETE. BOTTOM OF PILE SHALL BE IMMEDIATELY SEALED WITH CONCRETE IF GROUND WATER INFILTRATION OCCURS. EXCESS WATER IN PILE SHALL BE REMOVED WHEN OVER 12" DEEP. STEEL PILE SHALL BE INSTALLED AFTER CONCRETE PLACEMENT. PROVIDE CASING AS REQUIRED. CASING SHALL BE REMOVED 1" CLEAR MINIMUM FROM LAGGING. CONFORM TO IBC 1808 AND 1810. ALL ROCKS AND OBSTRUCTIONS SHALL BE REMOVED PRIOR TO DRILLING OPERATIONS. COATING: PRIMER COAT WITH (2) 3 MIL COATS (DRY THICKNESS) OF INORGANIC ZINC RICH 2 COMPONENT COMPOUND, PREPARE STEEL FOR COATING WITH SSPC-10 WITH MIST PRIMER. RECOAT IN THE FIELD WHERE DAMAGED AND NOT PERMANENTLY CAST IN CONCRETE. MATERIAL: ASTM A992 OR A572, GRADE, 50 Fy = 50 KSI. INSTALLATION: INSTALL IN A TRUE VERTICAL POSITION. ALIGN THE FRONT FLANGES FOR CONSISTENT ALIGNMENT ALONG THE WALL. BE EXTREMELY CAREFUL WHEN REMOVING THE CONCRETE AROUND THE FRONT FLANGE TO AVOID DAMAGE TO THE PILE AND COATING. FIELD SPLICING SHALL BE DONE AT THE UPPER END OF THE PILE WITH CONTINUOUS SPECIAL INSPECTION. STEEL PILES SOLDIER PILE RETAINING WALLS INSTALL GENERALLY PER 2014 WSDOT STANDARD SPECIFICATIONS 6-05. GEOTECHNICAL CRITERIA: REFER TO DESIGN CRITERIA SECTION OF S0.10. ALTERNATE TIEBACK SCHEDULE FOR SHORTER WALL HEIGHTS ON THE NORTH AND SOUTH WALLS OVER 15' 68' 210 KIPS UNDER 15' 45' 130 KIPS MINIMUM BONDED LENGTH DESIGN LOAD (ASD)NET "H" MAX. 1. SUBMIT PROPOSED MIX DESIGN FOR REVIEW. 2. WSDOT CLASS 4000P MAY BE USED AT CONTRACTOR'S PREFFERENCE AT LOWER EMBEDMENT HEIGHT. 3. DO NOT REMOVE EARTH IN FRONT OF THE PILING UNTIL CONCRETE HAS CURED TO STRENGTH. WOOD LAGGING: HEM-FIR OR DOUGLAS FIR/LARCH WITH #2 OR BETTER GRADE. PRESSURE TREAT WITH CA-C, CCA, AQC OR ACZA, WITH 0.20 PCF MIN. RETENTION WITH APPROPRIATE INCISING. CONFORM TO 1999 APWA STANDARD C2. INSTALL LAGGING UNIFORMLY AND CONSISTENTLY HORIZONTAL. PROVIDE SINGLE FULL SPAN PIECES BETWEEN PILES. KEY EACH MEMBER BEHIND STEEL PILE FLANGES AS DETAILED. FIELD TREAT CUTS AND HOLES WITH COPPER NAPHTHENATE (9% SOLUTION), APPLIED LIBERALLY WITH 2 COATS. TIEBACK ASSEMBLY: POST TENSIONED STRESSED SOIL TIEBACK SYSTEM CONNECTED TO SOLDIER PILES. GENERAL DESIGN IS INDICATED ON THESE STRUCTURAL DRAWINGS. TIEBACK CONTRACTOR SHALL DESIGN, PROVIDE AND INSTALL THE COMPLETE TIEBACK ASSEMBLY. ALL COMPONENTS, MATERIALS, MEANS AND METHODS SHALL BE INCLUDED. PROVIDE COMPREHENSIVE SUBMITTAL FOR APPROVAL WITH THE STAMP OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE SUBMITTAL SHALL INCLUDE THE SPECIFIC TIEBACK ASSEMBLY DESIGN, EQUIPMENT, COMPONENTS, MATERIALS, INSTALLATION DETAILS, LOAD TEST PROCEDURES, AND STRESSING PROCEDURES. THE CONTRACTOR AND ENGINEER SHALL BE EXPERIENCED WITH THE INDICATED STRESSED TIEBACK SYSTEMS FOR COMPONENTS, INSTALLATIONS AND STRESSING. THE DESIGN, COMPONENTS, INSTALLATIONS, TESTING AND STRESSING TO CONFORM TO FHWA AND “RECOMMENDATIONS FOR PRESTRESSED ROCK AND SOIL ANCHORS – 2004” BY THE POST TENSIONING INSTITUTE (PTI). CONTRACTOR MAY PROPOSED ALTERNATE WSDOT ASPECTS TO THE CONSTRUCTION AS INDICATED ON THE SUBMITTAL. GROUT BULB SHAFT: 6" DIAMETER DRILLED SHAFT BASED ON 2000 PSF SOIL SHEAR BOND WITH FACTOR OF SAFETY OF 2. ALTERNATE SHAFT MAY BE PROPOSED AS INDICATED IN THE SUBMITTAL. TENDONS: SINGLE BAR OR MULTIPLE STRAND TENDONS AT THE PREFERENCE OF THE CONTRACTOR AS INDICATED IN THE SUBMITTAL. BAR TENDONS SHALL BE #20 SIZE ASTM A615 GRADE 75 DYWIDAG THREADBAR BY DYWIDAG-SYSTEMS INTERNATIONAL (DSI). STRAND TENDONS SHALL BE 7 STRAND WITH 0.60" 7-WIRE 270 KS ILOW RELAXATION CONFORMING TO ASTM A416 PER STRAND. EPOXY COATING PER ASTM A775 OR AA934 WITH DOUBLE CORROSION PROTECTION. ANCHOR BEARING PLATE AND NUT/WEDGE ASSEMBLY: DSI DESIGNED PRODUCTS. DESIGN LOAD: 210 KIPS (ASD FORCE) AND 380 KIP (ULTIMATE FORCE) TENDON MINIMUM CAPACITY WITHOUT FACTOR OF SAFETY OF 1.8 (1/0.55). TIEBACK BOND LENGTH: 68 FEET MINIMUM AFTER THE UNBONDED LENGTH BASED ON A 6" BULB. TESTING: 10% (UNIFORMLY DISTRIBUTED) OF TIEBACKS AT 200% OF DESIGN LOAD, PROOF TEST THE REMAINING ANCHORS AT 133% OF DESIGN LOAD. LOCK OFF LOAD: 80% OF DESIGN LOAD. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES TIEBACK ASSEMBLY AUGERING - OBSERVE DRILLING OPERATIONS, VERIFY DIAMETER, VERIFY EXTENT TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL, MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. IBC 1705.6, 1705.8PERFORMED BY PROJECT GEOTECHNICAL ENGINEER GROUT - VERIFY USE OF REQUIRED DESIGN MIX, SAMPLING OF FRESH GROUT, SLUMP TEST, TEMPERATURE OF GROUT AT TIME OF MAKE SPECIMENS, MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNICS, RECORD GROUT VOLUMES, VERIFY STRENGTH PRIOR TO STRESSING. ANCHOR - VERIFY MATERIALS AND PLACEMENT TEST LOADS AND LOCK OFF LOAD - TEST PROCEDURE, MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. MONITOR MOVEMENT - FOR THE SPECIFIED PERIOD OF TIME AFTER STRESSING, VERIFY AND REPORT ANY SHIFTING OF THE WALL. IBC 1705.8 IBC 1705.3 X X X X X SOLDIER PILE WALLS GEOTECHNICAL ENGINEER TO MONITOR CONSTRUCTION & REVIEW MOVEMENT READINGS X PILES WITH DRY HOLE CDF 10" PILES WITH WET HOLE LEAN CONCRETE 10" WSDOT CONCRETE CLASS MAX. SLUMP (INCHES)ITEM SAND 3/8" MAX. AGGREGATE SIZE 2 2 MAX. W/C RATIO 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:19 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.00 RETAINING WALL PLAN 1" = 20'-0"S2.00 1 RETAINING WALL PLAN 1 11/04/16 ADDENDUM 2 2 03/17/17 CP-05 4 H I J K /1S1.08NW21x44 <28> (C=1") W21x44 <28> (C=1 1/4") W21x44 <28> (C=1 1/4") W21x44 <28> (C=1")W21x55 <16>W21x44 <28> (C=1 1/4") W21x44 <28> (C=1") W21x44 <28> (C=1 1/4") W21x44 <28> (C=1") 5" STRUCTURAL SLAB-ON-GRADE 20 GA. TYPE "W2" MTL DECK W/ CONC. FILL (6½" TOTAL THICKNESS) - SEE W18x35 <16>BENT W18x35 <16>BENT W18x35 <16>BENT W18x35 <16>BENT 11" SEISMIC JT #4 @ 16" O.C. TOP E.W. #4 @ 12" O.C. BOT. #4 @ 16" O.C. TOP E.W. #4 @ 12" O.C. BOT. #4 @ 16" O.C.W21x55 <16>T.O.S. = 105'-10 1/2"9"9"T.O.S. = 116'-11 1/4" T.O.S. VARIES2'-5"T.O.S. = 118'-3 1/2"C12x20.7C12x20.7C12x20.7W21x55T.O.S. = 117'-5 5/8" T.O.S. = 119'-3" 1 S2.20 8" CONC. VEHICLE BARRIER WALL - TYP. BENT - SEE 10 S2.20 6 S2.20 8 S2.23 ______11 S2.20 ______ ___ S2.23 7 6 S2.23 ______ ___ S2.23 7 ___ S2.23 5 6 S2.23 ______SIM. 4 S2.21 TYP. 4 S2.21 TYP. 3 S2.23 3 S2.23 4 S2.23 ______ TYP. W18x35 <16>BENT W21x44 <28> (C=1 1/4") W21x44 <28> (C=1 1/4") 15'-0" (5) #4 @ 3" O.C. TRENCH DRAIN - SEE CIVIL AND 11 S2.23 1 1 1 1 HSS 5X5X3/8" FRAME FOR CLEARANCE BAR - SEE SEE FOR BOLLARD DETAIL AT RAISED ISLAND. SEE ARCH FOR BOLLARD LOCATION. 3 S2.233A S2.23 3 4 H I J /1S1.08N12" CONC. WALL - TYP. UNDERGROUND DETENTION VAULT 12" CONC. SHEAR WALL F4.0 F4.0 7'-5"10'-0"10'-0"5'-9 1/4"27'-5 3/4" 45'-7 3/4" 38'-9 1/2" 2 S2.15 9S2.23SIM.9S2.239S2.23 2 S2.23TYP. 2 S2.23 TYP.C18x189S2.23SIM.C18x1814'-4 1/8"14'-4 1/8"C18x18C18x1816°B20x26T.O.F. = 92'-0" T.O.F. = 94'-0" T.O.F. = 95'-0" 1 S2.23 32'-0" 16'-0"4'-8"3'-8"8" CMU - SEE 1 S5.00 10 S2.23 5" CONC. S.O.G. W/ #4 @ 16" O.C. E.W.EMBED (1) #5 x 2'-6" HORIZ. BAR 4" WITH ADHESIVE AT EA. BOND BM 1 4" HOUSEKEEPING PAD - SEE MECH. RAMP FOUNDATION NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. "F_"INDICATES CONCRETE SPREAD FOOTING. SEE DETAILS. 1. 2. RAMP FRAMING NOTES FOR TYPICAL COMPOSITE BEAM AND METAL DECK DETAILS SEE SHEET S2.20. INDICATES STRUCTURAL SLAB FOR 4" HYDRONIC TOPPING SLAB. REINFORCE TOPPING SLAB WITH W2.9xW2.9-6x6 WWR TYP. SEE ARCHITECTURAL FOR EXACT LOCATIONS. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNLESS NOTED OTHERWISE. FOR TYPICAL STEEL CONNECTION DETAILS SEE SHEET S2.21. INDICATES BM/GIRDER CAMBER IN INCHES INDICATES BM/GIRDER SIZE INDICATES MOMENT CONNECTION. PER 6/S2.21 CANTILEVER BEAM SECTION IS THE SAME SIZE AS THE BACKSPAN U.N.O. 1/S2.21 TYP. U.N.O.1/S2.21TYP.U.N.O.W18x35 (C=1/2") <16>3/S2.21TYP.U.N.O.INDICATES DIRECTION OF SPAN FOR METAL DECK. ALL REINFORCING OVER METAL DECK SHALL BE EPOXY COATED.INDICATES THE TOTAL QUANTITY OF SHEAR STUDS. SPACE STUDS PER 5/S2.20 4. 3. 2. 1.5. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:12 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.01 EAST RAMP FRAMING PLANS 1/8" = 1'-0"S2.01 2 EAST RAMP FRAMING PLAN 1/8" = 1'-0"S2.01 1 EAST RAMP FOUNDATION PLAN 1 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 02/24/17 CP-03 G H I J K L M 1 7 8 9 10 11 12 13 14 C D EW10x33W10x33W10x33W14x398W10x49 W10x49 W10x49W14x398W10x33W10x33W10x33 /1S1.08SV.I.F. 61'-6" V.I.F. 60'-6"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"2S2.222S2.221S2.22TYP.U.N.O. 3S2.22T.O.C. = 100'-11 3/8" T.O.C. = 100'-3 1/2" T.O.C. = 99'-7 5/8" T.O.C. = 103'-0" T.O.C. = 102'-4"T.O.C. = 102'-4" T.O.C. = 102'-4" W14x3983S2.22W14x398T.O.C. = 103'-4" T.O.C. = 102'-8" T.O.C. = 102'-0" T.O.C. = 101'-4" T.O.C. = 100'-8" T.O.C. = 102'-4" 1'-6 1/2" 6 3/8" 6 3/8" 8" CONC. SHEAR WALL 8"7 S2.24 1 1 1 1 9 S2.246" CMU (32" MAX. HT) - SEE 1 S5.00 6" MTL STUD WALLS - SEE PENTHOUSE FRM'G NOTES ON S1.00 1 4" HOUSEKEEPING PAD - SEE MECH. DEMOLISH COL. DOWN TO TOP OF SLAB - (E) VERT. REINF. TO REMAIN - ROUGHEN (E) SURFACE TO 1/4" AMPLITUDE DEMOLISH COL. DOWN TO TOP OF SLAB - (E) VERT. REINF TO REMAIN - ROUGHEN (E) SURFACE TO 1/4" AMPLITUDE AND RE- POUR COL. PER DETAILS - RE-ATTACH (E) PANEL CONNECTION WITH (2) 3/4" DIA EXP. ANCHORS - EMBED 5" MIN. 3 3 RAMP FOUNDATION NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.W10x45 INDICATES STEEL COLUMNS ORIGINATING AT FOUNDATION LEVEL. ALL COLUMNS ARE CONTINUOUS TO ROOF UNLESS NOTED OTHERWISE. 1. 2. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:16 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.02 WEST RAMP COLUMN PLAN - BID ALT. #1 1/8" = 1'-0"S2.02 1 WEST RAMP COLUMN PLAN - BID ALT. #1 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 02/24/17 CP-03 G H I J K L M N 1 6 7 8 9 10 11 12 13 14 C D E W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W27x114 <74> (C=2 3/4") W27x114 <74> (C=2 3/4")W12x19 <9>W12x19 <9>W12x19 <9>W12x19 <9>W12x19 <9>W36x160 <67> (C=1 1/2") W36x150 <35> W36x150 <35>W14x22 <16> (C=1 1/2")W14x22 <16> (C=1 1/2")W14x22 <16> (C=1 1/2")W14x22 <16> (C=1 1/2")W14x22 <16> (C=1 1/2")W14x22 <16> (C=3/4")W27x114 <74> (C=2 3/4") W33x201 <74> W10x49RAMP DOWNRAMP DOWN /1S1.08SW33x118 <16>W14x22 <16> (C=1 1/2")37'-6"4'-4"7'-6" C15x33.9 T.O.S. = 110'-5 1/2" BENT BENT #4 @ 12" O.C. BOT. #4 @ 16" O.C. TOP E.W. 11" SEISMIC JT BENT PER 10 S2.20 20 GA. TYPE "W2" MTL DECK W/ CONC. FILL (6½" TOTAL THICKNESS) - SEE 1 S2.20 6 1/2" 9" #4 @ 16" O.C. TOP E.W. #4 @ 12" O.C. BOT. #4 @ 16" O.C. TOP E.W. #4 @ 12" O.C. BOT. 5 4 ° V.I.F. 61'-6" V.I.F. 60'-6"10'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"4'-6 3/4"5'-9"7'-8" T.O.S. = 119'-2 7/8" T.O.S. = 105'-11 1/8" COL. BRC'G PER AT TOP & BOT. FLANGE 8 S2.22 COL. BRC'G PER 8 S2.22 COL. BRC'G PER AT TOP & BOT. FLG. T.O.S. = 117'-3"9"9"8" CONC. VEHICLE BARRIER WALL - TYP. 8" CONC. VEHICLE BARRIER WALL - TYP. 8 S2.22 8 S2.24 9 S2.22 7 S2.24 4 S2.21 TYP. 5 S2.22 3 S2.24 TYP. 5 S2.22 6 S2.20 5 S2.22 3 S2.24 TYP. 2 S2.24 7 S2.20 5 S2.22 4 S2.21 TYP. 9 S2.20 8 S2.20W12x19 <9>W12x19 <9>W12x19 <9>W12x19 <9>W12x19 <9>T.O.S. = 110'-11 1/2" W36x135 <28> (C=1 1/4")W33x201W14x22 <16> (C=1 1/2")8'-4 1/2" 7'-9 1/4" C15x33.9 59' -1 1 1 / 2" 5 S2.24 8" CONC. WALL 7 S2.22 7 S2.22 OPP. HAND W14x30 <8> W14x30 <8> 6 S2.24 6 S2.24 1 10 S2.24 20 GA. 1½" TYPE "B" MTL DECK - SEE 1 S4.00 SLOPE PER ARCH. T.O.S. = 118'-3 3/8" (5) #4 @ 3" O.C. 1 (5) #4 @ 3" O.C. x 75'-0" 1 RAMP FRAMING NOTES FOR TYPICAL COMPOSITE BEAM AND METAL DECK DETAILS SEE SHEET S2.20. INDICATES STRUCTURAL SLAB FOR 4" HYDRONIC TOPPING SLAB. REINFORCE TOPPING SLAB WITH W2.9xW2.9-6x6 WWR TYP. SEE ARCHITECTURAL FOR EXACT LOCATIONS. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNLESS NOTED OTHERWISE. INDICATES STEEL COLUMN DISCONTINUING AT FLOOR LEVEL. FOR TYPICAL STEEL CONNECTION DETAILS SEE SHEET S2.21. INDICATES BM/GIRDER CAMBER IN INCHES INDICATES BM/GIRDER SIZE INDICATES MOMENT CONNECTION. PER 6/S2.21 CANTILEVER BEAM SECTION IS THE SAME SIZE AS THE BACKSPAN U.N.O. 1/S2.21 TYP. U.N.O.1/S2.21TYP.U.N.O.W18x35 (C=1/2") <16>3/S2.21TYP.U.N.O.INDICATES DIRECTION OF SPAN FOR METAL DECK. ALL REINFORCING OVER METAL DECK SHALL BE EPOXY COATED. INDICATES THE TOTAL QUANTITY OF SHEAR STUDS. SPACE STUDS PER 5/S2.20 5. 3. 4. 2. 1. 7. INDICATES MOMENT FRAME.6.MF- 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:47:27 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.03 WEST RAMP FRAMING PLAN - BID ALT. #1 1/8" = 1'-0"S2.03 1 WEST RAMP FRAMING PLAN - BID ALT. #1 1 1 11/04/16 ADDENDUM 2 GARAGE B.O.F. LEVEL 3 LEVEL 4 LEVEL 5 B.O.F. T.O.C. 3'-10" (VERIFY) 9'-5 1/4" SLOPED SLAB SEE ARCH. VPCN (E) STRUCT. 8" SHOTCRETE WALL FACING 6' - 2 1 / 2 "10'-0"EXTEND PILE DOWN AT ELEV. ___ S2.14 6 A FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.10 &1 S2.13 64'-1" 67'-10" 78'-4" 88'-10" 89'-11" (VERIFY) 85'-11" (VERIFY)8'-0"8'-0"UPPER TIEBACK ANCHOR LOWER TIEBACK ANCHOR SIM FINISH GRADE B.O.F. LEVEL 3 LEVEL 4 LEVEL 5 CONC. COL. 4 SEE S2.30 FOR DETENTION VAULT FRAMING 88'-10" 78'-4" 67'-10" 64'-1" TIEBACK ANCHOR FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.10 &1 S2.13 1'-0"___ S2.15 1 DETENTION VAULT BOTTOM OF VAULT SLAB LEVEL 3 LEVEL 4 LEVEL 5 3'-10" A ___ S2.14 2 B.O.F. 64'-1" 67'-10" 78'-4" 88'-10" FOR DETAILS & CALLOUTS IN COMMON SEE 1 S2.13 3' -3 1 /2 " H/460°NO LOAD INFLUENCE LINE 8'-0"7'-9 1/4" 10'-11 7/8" T I E B A CK B O N D E D L E N G T H T IE B A C K U N -B O N D E D L E N G T H TIEBACK ANCHOR FINISH GR. H=EXPOSED PILE HEIGHT LEVEL 3 LEVEL 4 LEVEL 5 A ___ S2.14 1 10'-0" B.O.F. 64'-1" 67'-10" 78'-4" 88'-10" FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.10 &1 S2.138'-0"6'-2 1/2" FINISH GR. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:26:00 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.10 RETAINING WALL SECTIONS 1/4" = 1'-0"S2.10 3 SECTION 1/4" = 1'-0"S2.10 4 SECTION 1/4" = 1'-0"S2.10 2 SECTION 1/4" = 1'-0"S2.10 1 SECTION NOTE: REFER TO S2.13 FOR TYPICAL RETAINING WALL DETAILS LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" 1.3 1.7 2 3 3.3 3.7 42.2 2.811.91.61.4 3.1 3.4 3.6 4 S2.14 ______ CONT. 8" CONC. CURB WALL 6 S2.14 ______AT DRIVE AISLE ENTRY 3 S2.14 ______BETWEEN PILES TYP. 4 S2.14 ______ ___ S2.14 5 AT STEP IN SOMD TYP. 5'-9"2'-3"BALANCE AT 8'-0" O.C. 3.5 CORNER PILE - TIEBACK AND STEEL PILE AT 45° IN PLAN - SEE 6 S2.13 CONCRETE AND STEEL SOLDIER PILES EARTH EXCAVATION AREA IN FRONT OF SOLDIER PILES (SHADED) TIEBACK ANCHOR - TYP. TOP OF GUARDRAIL WALL 1 2 2 LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" 1.31.722.32.733.33.74 1 LEVEL 6 99'-4"5'-9"2'-3"BALANCE AT 8'-0" O.C. 1 S2.10 ______CONT. CONC. GRADE BM W/ 6" GUARDRAIL WALL CORNER PILE - TIEBACK AND STEEL PILE AT 45° IN PLAN - SEE 6 S2.13 CONCRETE AND STEEL SOLDIER PILES EARTH EXCAVATION AREA IN FRONT OF SOLDIER PILES (SHADED) TIEBACK ANCHOR - TYP. TOP OF GUARDRAIL WALL STEEL CHANNEL BEYOND 1 2 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:24 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.11 RETAINING WALL ELEVATION - N/S 1/8" = 1'-0"S2.11 2 ELEVATION - SOUTH 1/8" = 1'-0"S2.11 1 ELEVATION - NORTH 1 11/04/16 ADDENDUM 2 2 03/17/17 CP-05 LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" I J K L M N O P 2 S2.15 CONT. 8" CONC. CURB WALL 1 S2.15 DETENTION VAULT - SEE S2.30 2 S2.14 SIM @ DOOR OPN'G 3 S2.14 ______ 5'-2"10"BALANCE AT 8'-0" O.C. CONC. COL. AT RAMP - SEE S2.01 CONC. GRADE BM AT RAMP CORNER PILE - TIEBACK AND STEEL PILE AT 45° IN PLAN - SEE 6 S2.13 CONCRETE AND STEEL SOLDIER PILES EARTH EXCAVATION AREA IN FRONT OF SOLDIER PILES (SHADED PLUS AT VAULT) TIEBACK ANCHOR - TYP. @ GRADE BM 1 TYP. BTWN PILES 1 LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" A B C D E F G H IC.52 S2.11 5'-2"10" 3 S2.14 ______TYP. BTWN PILES2 S2.14 SIM. @ DOOR OPN'G 2 S2.14 CONT. 8" CONC. CURB WALL 1 S2.15 DETENTION VAULT - SEE S2.30 BALANCE AT 8'-0" O.C. CORNER PILE - TIEBACK AND STEEL PILE AT 45° IN PLAN - SEE 6 S2.13 CONCRETE AND STEEL SOLDIER PILES EARTH EXCAVATION AREA IN FRONT OF SOLDIER PILES (SHADED) TIEBACK ANCHOR - TYP. 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:29 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.12 RETAINING WALL ELEVATION - EAST 1/8" = 1'-0"S2.12 2 ELEVATION - EAST CONT. 1/8" = 1'-0"S2.12 1 ELEVATION - EAST 1 03/17/17 CP-05 TYPICAL SOLDIER PILE RETAINING WALL REMOVED EARTH - BEGIN REMOVAL AFTER PILE CONC. HAS CURED TO DESIGN STRENGTH CONC. PILE AT FRONT REMOVED AS CUT EXCAVATION IS DEEPENED UNDISTURBED RETAINED EARTH REMAINING CONC. PILE PRESSURE TREATED TIMBER LAGGING - PROVIDE 1/8" GAP BTWN COURSES - KEY BEHIND STEEL FLANGE - INSTALL AS CUT EXCAVATION IS DEEPENED. 4x12 LESS THAN 10' FROM EXTERIOR GRADE AND 6x12 BELOW STEEL PILE SEE 2 S2.13 24"& CONC. PILE @ 8'-0" O.C. MAX. DRILLED HOLE M A X . 6" 5,7 S2.13 4 S2.13 PROVIDE STRAIGHT ALIGNMENT OF PILE FACE FLOOR SLAB DRAIN & WEEP PIPE SEE CIVIL/SPEC #4 @ 18" O.C. VERT. (INSIDE HORIZ. REINF.) CONC. WALL (SHOTCRETE OR C.I.P. FORMED) DRAINAGE PANEL BETWEEN PILES - SEE SPEC. HORIZ. REINF. - SEE 3 S2.13 6" MIN.NET "H"6" MAX. 3" MIN. EXTERIOR GRADE 8" MIN. @ PILES BOND BREAKER 6"BASE OF DRAIN PANEL MIN.6"EMBEDMENT "D"LOWER GRADE = LIMIT FOR EXCAVATION FOR TEMP. CUT TIEBACK ANCHOR HEAD SEE 8 S2.13 1 15° TYP"H" (MAX.)"D" (MIN.)STEEL PILE SECTION NOTES: 1.TABLE BASED ON MAX. PILE SPACING OF 8'-0". 2.TABLE BASED ON 24"& CONC. PILE. 3."H" IS AT THE PILE OR THE AVERAGE BETWEEN ADJACENT PILES. 8' 6' ALL 10'-0" 10'-0" 10'-0" W14x61 W14x34 W14x82 LOCATION CANTILEVERED SOLDIER PILES (W/O TIEBACK) 10'12'-0"W14x82 SOLDIER PILES W/ TIEBACK REINF. (MIN.) 8'-0" MAX. 14'-0" MAX. #5 @ 15" O.C. #5 @ 8" O.C. WALL HORIZ. REINF. EA. FACE HEIGHT BELOW EXTERIOR GRADE CANTILEVERED AND SINGLE TIEBACK SOLDIER PILES #5 @ 8" O.C. WALL HORIZ. REINF. EA. FACE FOR ALL HEIGHTS 2 TIEBACK SOLDIER PILES STEEL PILE IN MIDDLE OF CONC. PILE CONC. PILE TYPICAL PILE BELOW LOWER GRADE TYPICAL PILE AND WALL STEEL PILE REMAINING CONC. PILE EARTH TIMBER LAGGING 1 1 / 2 " 2" MIN. - TYP. REMOVE CONC. PILE SAND OR GRAVEL FILL IN SPACE 3/4"&x6" WELDED STUD @ 12" O.C. AT 3 STEEL PILE DRAINAGE PANEL - SEE SPEC. #4 @ 18" O.C. VERT. REINF. (INSIDE HORIZ. REINF.) CONC. WALL HORIZ. REINF. - SEE #4 @ STUDS 2 1 /2 "2" 1½" CLR. TYP. 8" MIN. MINIMIZE SPACE 5/8 "3 S2.13 3" MIN. TYP.1 ½" C LR TYP. SKEWED LAGGING STD HOOK TYP. CORNER PILE SET AT 45° #4 @ SAME SPACING AS WALL REINF. - SET 1½" CLR FROM PILE CONC. WALL SKEWED LAGGING BEVEL LAGGING END W/ 2" MIN. BRG TYP. TRT'D WOOD BLOCK TYP.24"24" FOR DETAILS & CALLOUTS IN COMMON SEE 5 S2.13 BEVELED TREATED TIMBER BLOCK 5/8"&x24" GALV. SMOOTH BAR @ 24" O.C. - CENTERED ON JOINT - GREASE BAR 1/2"x1½" BLOCKOUT PROVIDE BACKER ROD & SEALANT PER SPEC. EQ EQ 2" TO 3"EQEQASSUMED CURING CRACK 8'-0" NOMINAL 1 TYPICAL CONTROL JOINT OR CONSTRUCTION JOINT AT SOLDIER PILE WALL NOTE: PROVIDE C.J. AT 24'-0" O.C. MAX. 1 1" REINFORCING 7 A572 GRADE 50. PLACE OUTSIDE OF FLANGE TENDON STEEL PILE FRONT FLANGE REINFORCING PLATE TRUMPET PIPE STL PILE FRONT FLANGE STL PILE WEB 45° TRIM - TYP.7"7"12"12"1/4 TYP. 1/2 1" REINFORCING 7 A572 GRADE 50. PLACE INSIDE OF FLANGE TENDON STEEL PILE BACK FLANGE REINFORCING PLATE TRUMPET PIPE TRIM REINF. 7 TO CLEAR PILE WEB FLARE @ FLANGE 45° TRIM - TYP.7"7"12"12"1/4 TYP. 1/2 STL PILE BACK FLANGE STL PILE WEB TIEBACK SHAFT CONC. PILE REINFORCING 7 LAGGING REMOVED CONC. PILE 3 PILE & TRUMPET & TIEBACK HSS8.625x.050 A500 GRADE B TRUMPET PIPE 10 S2.13 11 S2.13 STL PILE NOTE: FULL ASSEMBLY NOT SHOWN. SNUGLY TRIM LAGGING AROUND PIPE 6"6"2" WALL 8" 10 S2.13 11 S2.13 9 S2.13 STUDS TRUMPET PIPE PVC OR POLY TUBE OVER TENDON FOR LENGTH OF UNBONDED ZONE TENDON GROUT TIEBACK SHAFT STEEL PILE CONC. PILE REINF. 7'S BRG 7 ANCHOR HEAD CAP BUILD OUT WALL @ ANCHOR HEAD CONC. WALL WALL REINF. NOTE: CONTRACTOR TO SUBMIT FULL ASSEMBLY INFORMATION FOR THE TIEBACK COMPONENTS WIT THE P.E. STAMP TYPICAL TIEBACK ASSEMBLY 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:50:20 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.13 RETAINING WALL DETAILS 3/4" = 1'-0"S2.13 1 SECTION 1" = 1'-0"S2.13 2 TABLE - PILES 1" = 1'-0"S2.13 3 TABLE - WALL REINF. 1" = 1'-0"S2.13 4 PLAN DETAIL 1" = 1'-0"S2.13 5 PLAN DETAIL 1/2" = 1'-0"S2.13 6 PLAN DETAIL 1" = 1'-0"S2.13 7 PLAN DETAIL 1 1/2" = 1'-0"S2.13 10 DETAIL 1 1/2" = 1'-0"S2.13 11 DETAIL 1 1/2" = 1'-0"S2.13 9 PLAN DETAIL 1" = 1'-0"S2.13 8 DETAIL 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 GRID 8"4'-0"2"L8x4x1/2 x 1'-0" W/ (2) 5/8" EXP. ANCHORS @ 9" O.C. EMBED 5" MIN. - GALV. CONT. L8x6x7/16 W/ 5/8" EXP. ANCHOR @ 48" O.C. - EMBED 5" MIN. - GALV. 1'-7"1'-4"#5 @ 12" O.C. W/ 90° HOOK 4" (2) #5 @ TOP 24 " M A X . 1 ' - 0 " M I N .2"5"1'-2"WATERPROOFING - SEE ARCH. #6 EA. SIDE OF W- SHAPE 12" 2'-0" (2) #6 TOP & BOT. W/ #4 TIES @ 8" O.C. #5 @ 12" O.C. GRATING PER PLAN - CONN. AT CHANNEL PER MFR - GALV. MC12x40 PER PLAN - GALV. 1/4TOP & BTM BEND VERT. DOWN INTO GRADE BM 3/8 10 3/8 10 . 3/4" W/ (4) 3/4"x8" STUDS TYP.1 1/2"1'-1"8" TYP. 1 1/2" FINISH GRADE 1'-0" MIN. 24" MAX.9"BTWN COLUMNS FENCING AND ATTACHMENT TO STRUCTURE BY BIDDER DESIGNER CONT. L3x3x3/8 - GALV. 1/4 2-12 1/4 2-12 INFILL SKIP WELDS W/ SEAL WELD 1 1"(4) #4 AT PILE & (2) #4 AT PILE2'-6"2'-6"2'-6"1'-6"2'-6"8" CONC ENCASEMENT AROUND STEEL 6"1 ' - 5 7 / 8 " 18" MAX. AT EAST WALL, 42" MAX. AT SOUTH WALL (3) #5 . 3/4"x8"x2'-1" 3/812"8"12"W10x33 . 1/2"x4" EA. SIDE . 3/4"x8"x1'-2" 3/4"x6" STUDS @ 12" O.C. SEE FOR SLAB BTWN PILE 3 S2.14 8"5" WATERPROOFING PER ARCH. CONT. L8x6x7/16 (LLV) CONC. COL. BEYOND PT SLAB & UPTURNED BM ELEV. VARIES 3/8 3/8 TYP. 1(2) #5 @ TOP 90-7" - VERIFY WITH CIVIL #5 @ 12" O.C. #5 @ 18" O.C. GRID BLOCK OUT WALL @ DOOR OPN'G @ SIM - VERIFY EL. W/ ARCH. 90-4½" - VERIFY WITH CIVIL - SEE CIVIL/ARCH FOR WALL LOC. #5 CONT. #4 @ 24" O.C. W/ 90° HOOK W10x33 BEYOND #4 VERT. - SEE2"CONT. 16 GA. BENT . BTWN PILES #5 HORIZ. - SEE SLAB ON METAL DECK WATERPROOFING SEE ARCH. #4 @ 24" O.C. 2'-6" 6" 3"6"1 1/2"(2) #5 CONT. LAGGING W14 BEYOND FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.14 3 S2.13 3 S2.13 3"3"1 1/2"1". 3/8" W/ (2) 3/4" M.B. STL PILE & CONC. PIER #4 @ 24" O.C. AT DECK FLUTE (2) #4 CONT. 1 1/2" W10 3 S2.14 ______ 3 S2.14 ______ AT STEP 4" WALL #4 CONT. 10" #4 @ 24" O.C. 2'-6" W10 L3x3x3/8 x 1'-1" 3/16 3/16 A CONC. COL. BEYOND 1 1/2"1 1/2" 3/16 3/16TYP. . 3/8"x3"x0'-3" EA. SIDE OF HSS HSS 4x4x3/8 . 3/4"x8" W/ (4) 3/4" M.B. AT STD. BM GA. STIFF. . 1/2" EA. SIDE TYP.1/4TYP. 5 S2.14 ______ FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.14 3 S2.14OR - TYP. 5" SEISMIC JT W10x33 W10x33 1 A 6"10" 1 0 " TRENCH DRAIN PER MECH. (2) #4 CONT. AT TOP #4 @ 12" O.C. W/ 90° HOOK CONT. BENT . 3/8" 12" 8" (2) #5 CONT. TOP & BOT. W/ #3 TIES @ 10" O.C. 1'-0" - VERIFY W/ ARCH & CIVIL TOPPING SLAB PER PLAN 78'-4" LEVEL 4 3/16 4-12 3/16 4-12 FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.14 5" SEISMIC JT 1 ' - 0 " BENT . 1/4" CONT. W/ 1½"x3" STUD @ 12" O.C. 1 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/17/2017 11:28:32 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.14 RETAINING WALL DETAILS 3/4" = 1'-0"S2.14 1 SECTION 3/4" = 1'-0"S2.14 2 SECTION 3/4" = 1'-0"S2.14 3 SECTION 1" = 1'-0"S2.14 5 SECTION 3/4" = 1'-0"S2.14 4 SECTION 3/4" = 1'-0"S2.14 6 SECTION 2 1 11/04/16 ADDENDUM 2 2 03/17/17 CP-05 GARAGE UPTURNED BEAM 1'-0"2'-8" OPTIONAL CJ AT GC'S OPTION - PROVIDE LAP FOR VERT REINF FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.14 FORMING PER GC AS REQ'D LEVEL 4 LEVEL 5 GRAVEL SEE CIVIL SEE CIVIL W/ SEALANT 1 1/2" GAP SEE S2.30 FOR DETENTION VAULT #4 @ 12" O.C. NOTCH DETENTION VAULT FOOTING FOR 1" MIN CLR AROUND DRILLED PIER 5" SEISMIC JT - TYP. 1 2'-8" GRAVEL SEE CIVIL SEE CIVIL W/ SEALANT 1 1/2" GAP 6"(3) #6 W/ 90° HOOK 1/4 TYP. CONT. BENT . 3/8" FIELD WELD TO FLANGE/WEB OF BM ON PILE 20" - CENTERED PROVIDE 1" HOLE IN WEB OF BM FOR BOTTOM REINF FOR DETAILS & CALLOUTS IN COMMON SEE 1 S2.15 26"#5 STIRRUPS @ 9" O.C. (4) #6 T&B TYPICAL SECTION AT MECHANICAL CHASE L3x3x3/8 BRACE W/ 3/4"0 EPOXY ANCHOR - EMBED 5" MIN. 3/16 TYP. W6x15 @ 8'-0" O.C. MAX. 5" SEISMIC GAP LEVEL 4 1'-2"LAGGING 8" CONC. WALL . 1/2"x6"x1'-0" W/ (2) 3/40 EPOXY ANCHORS - EMBED 5" MIN. 18 GA. W2 MTL DECK W/ 6x6xW2.9xW2.9 WWE 1" CLRCONT. L3x3x1/4 W/ 3/4"0 EPOXY ANCHOR @ 48" O.C. MAX. - EMBED 5" MIN. FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.14 CONT. L6x4x1/4 CMU WALL CONC. UPTURNED BM #5X 8'-0" @ 8" O.C. EA. SIDE OF LOUVER OPEN'G 2 PIPING - SEE MECH. PIPE - SEE CIVIL 1 1 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:47:55 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.15 RETAINING WALL DETAILS 3/4" = 1'-0"S2.15 1 SECTION 1" = 1'-0"S2.15 2 SECTION 3/4" = 1'-0"S2.15 3 SECTION 1 11/04/16 ADDENDUM 2 3'-0" 6 1 / 2 " 6½" MIN. U.N.O. ON FRM'G PLANS STUDS WELDED THRU DECK MAY REPLACE PUDDLE WELD AT THAT LOCATION (4) 1/2"$ EFFECTIVE PUDDLE WELDS AT EA. SUPPORT MIN. PROVIDE SIDE LAP ATTACHMENT AS REQ'D BY DECK MFR (NO BUTTON PUNCH PERMITTED) #4 @ 16" O.C. U.N.O. - ALL REINF. IN CONC. SLAB OVER MTL DECK SHALL BE EPOXY COATED CONC. TYPE "W-2" MIN. DECK PROPERTIES GAUGE 20 .423 I = (in. /ft.)4 .361/.370 +S/-S = (in. /ft)3 NOTES: 1. (2) SPAN MINIMUM, (3) SPAN PREFERRED. WHERE SIMPLE SPAN SHOWN ON DRAWINGS, GENERAL CONTRACTOR TO PROVIDE SHORING. 2. AT SUPPORTS PARALLEL TO CORRUGATIONS, PROVIDE PUDDLE WELDS @ 24" O.C. MAXIMUM. 3. CONDUIT NOT PERMITTED IN SLAB.2"TYPICAL COMPOSITE FLOOR DECK 1 1 /2" 1½" CLR1 1/2" CLR4'-0" MIN. 1'-0"1'-0" EQ EQ BM SPACING 1ST POUR2ND POUR 1'-0" 1'-0" C.J. #3x2'-0" @ 12" O.C. JOINT PARALLEL TO DECK FLUTES NOTE: ALL REINF. SHALL BE CONT. THRU C.J. JOINT PERPENDICULAR TO DECK FLUTES C.J. #3x2'-0" @ 12" O.C.REINF.REINF. TYPICAL COMPOSITE DECK CONSTRUCTION JOINT BM PER PLAN BM PER PLAN 5 5/ 8 " 2" MIN. AT SINGLE ROW OF STUDS - 5" MIN. AT DBL ROW OF STUDS WELD METAL DECK TO BM PER 1 S2.20 DECK MFR TO PROVIDE CLOSURE STRIP AS REQ'D - SAME GA. AS METAL DECK TYPICAL AT METAL DECK PARALLEL TO BEAM BM PER PLAN 2" MIN. AT SINGLE ROW OF STUDS - 5" MIN. AT DBL. ROW OF STUDS MTL DECK - WELD TO BM PER 1 S2.20 22 GA. CLOSURE ANGLE 8" LONG OVER EA. HIGH FLUTE - INSTALL PER MFR PUBLISHED RECOMMENDATIONS TYPICAL AT METAL DECK TRANSITION AT BEAM 4 1 /4 " BM PER PLAN 2'-0" LAP 2' -0 " 8"2' -0 "2' -0 "2' -0 "2' -0 "2' -0 "2' -0 "2' -0 "2' -0 "2' -0 "2' -0 "8" IF ADD'L STUDS ARE REQ'D START AT EA. END OF BM & SPACE BTWN EXIST. STUDS SPACE STUDS AT 2'-0" O.C.8" MAX.8" MAX. DOUBLE ROW SINGLE ROW1 1/2"1 1/2"NOTES: 1.LOCATE STUDS AT CENTER OF BEAM FLANGE. 2.STUDS ARE 3/4"$ x 4½" LONG AFTER WELDING. 3.SEE FRAMING PLANS FOR NUMBER OF STUDS. 4.ALL BEAMS WITH STUDS ARE COMPOSITE STEEL BEAMS. SEE GENERAL NOTES. 5.PROVIDE A DOUBLE ROW OF STUDS AT BEAMS WHERE THE REQUIRED NUMBER OF STUDS EXCEEDS THE NUMBER THAT CAN FIT IN A SINGLE ROW AT 6" O.C. AT DECK PARALLEL TO BM OR 12" O.C. AT DECK PERPENDICULAR TO BM. STUDS SHOULD BE LOCATED IN DECK FLUTES PER AISC STRONG POSITION. TYPICAL COMPOSITE BEAM DETAIL BENT 9 1/4" CONT. W/ 1/2"$x3" HEADED STUD @ 12" O.C. - TYP. P.T. SLAB JOINT COVER PER ARCH - CONFIRM REQ'D EMBED DIMS. STL BM 1/4 2-12 BENT 9 1/4" SEISMIC JOINT #5 CONT. TOP OF GARAGE SLAB1 1/2"SEISMIC JOINT AT RAMPS TOP OF RAMP SLAB HYDRONIC TOPPING SLAB MTL DECK W/ CONC. FILL 1/2"$x2'-0"DBA @ 16" O.C. 2" 8"1 1/2" CLR1 0 " 1 6" REINF. LAP 2'-0"1/4"T.O.S. 1/4 1/4 2-12 HYDRONIC TOPPING SLAB - SEE ARCH. 1½" CLR. TYP. MTL DECK W/ CONC. FILL STL BM PER PLAN BENT 9 1/4" 1 1 / 2 " MTL DECK CONN. PER STL BM PER PLAN 5 S2.21 MTL DECK PER 1 S2.20 L2x2x3/16(3/16) 2-12 1/4 2-12 STL GIRDER FULL DEPTH SHEAR 9 CONN. PER 5 S2.21 STL BM #4x4'-0" @ 12" O.C. - LAP W/ TOP BARS 1 1/2" CLRREINF. PER PLAN HYDRONIC TOPPING SLAB -SEE ARCH SLOPE INSULATION -SEE ARCH. 2'-0"10" MAXSLOPE BREAK 1/4 2-12 1/4 2-12 MTL DECK PER 1 S2.20 BENT 9 1/4"x4" CONT. STL BM HYDRONIC TOPPING SLAB - SEE ARCH. T.O.S. MTL DECK REINF. PER PLAN HYDRONIC TOPPING SLAB - SEE ARCH. SPOT WELDS PER CONT. 18 GA. x4" BENT 9 1 S2.20 . CJP U.T. TYP. T&B STL BENT BM PER PLAN WELD ACCESS HOLE PER AISC T.O.S. TYPICAL STEEL BENT BEAM REMOVE BACKING BARS AFTER COMPLETING WELDS 3/16 3/16 PJP 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:47:59 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.20 RAMP DETAILS NO SCALES2.20 1 DETAIL NO SCALES2.20 2 SECTION NO SCALES2.20 3 SECTION NO SCALES2.20 4 SECTION NO SCALES2.20 5 DETAIL 1" = 1'-0"S2.20 6 DETAIL 1" = 1'-0"S2.20 7 DETAIL - BID ALT. #1 1" = 1'-0"S2.20 8 DETAIL - BID ALT. #1 1" = 1'-0"S2.20 9 DETAIL - BID ALT. #1 NO SCALES2.20 11 DETAIL 1" = 1'-0"S2.20 10 DETAIL 1 11/04/16 ADDENDUM 2 1/2" CLR. TYP.2"2½" SIZE & QTY OF BOLTS PER TABLE "A"T E X T 1 ½ "SPACING3" O.C.1 ½ " "A" W/ STD ROUND HOLES T.O.S. W W WF BEAM W/ STD ROUND HOLES T.O.S. 1/4" MIN. # COL. 12VARIES TOP OF COL. PROVIDE SQUARE CUT @ TOP OF COL WHERE POSSIBLE. IF COL. CANNOT BE SQAURE CUT DUE TO ROOF INTERFACE, PROVIDE MITERED CUT TO MATCH ROOF SLOPET E X T SEE BEAM TO COL. DETAIL FOR CALLOUTS IN COMMON BEAM TO COLUMN (SLOPED FRAMING) 2"2½" 1½" 6" 1½"3" O.C. SPACING T.O.S. WF BEAM W/ STD ROUND HOLES W W "A" W/ SHORT SLOTTED HOLES 1/2" CLR. TYP. 2" MIN. BEAM TO COLUMN BEAM TO BEAM SLOPED BEAM SIM. SEE BEAM TO BEAM DETAIL FOR CALLOUTS IN COMMON BEAM DEEPER THAN SUPPORTING BEAM/GIRDER SIMILAR PROVIDE 1/2" MIN. RADIUS AT ALL COPE REENTRANT CORNERS1 / 2 " C L R . T Y P . 1/2" CLR. TYP. SUPPORTED BM SIZE # OF 7/8"- A325N BOLTS SHEAR THICKNESS "A" WELD "W" NOTE 1. W10 2 3/8"5/16" W12, W14 3 W16, W18 4 W21 5 W24 6 W27 7 W30 7 5/16" TABLE A W33 8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 5/16" 5/16" 5/16" 5/16" 5/16" 5/16" NOTE: 1. WELD SIZE SHOWN IS FOR BEAM/GIRDERS FRAMING PERPENDICULAR INTO SUPPORTS. FOR SKEWED FRAMING CONNECTIONS - SEE TYPICAL STEEL DETAIL .2 S2.21 WF COL. SIZE & QTY OF BOLTS PER TABLE "A" CLR. 1/2" 1½" MIN. BEAM TO BEAM SAME DEPTH 1½" 1½" TYPICAL STEEL DETAIL 1 7 / 8 " "t" SKEW ANGLE 0 DETAIL CASE W 3/8"CASE I 5/16 TABLE B CASE 1 CASE I CASE I CASE II CASE III CASE IV F 5/16 W 5/16 N 5/16 5/16 5/16 5/16 - 3/8 1/2 9/16 3/8 1/4* CP X # COL.# COL.W.P. WF COL. NOTE: 1. THE NUT MAY BE PLACED ON THE ACUTE ANGLE SIDE OF SHEAR PLATE. WHEN THIS SITUATION OCCURS, THE BOLT ASSEMBLY MAY BE INSTALLED AS SNUG TIGHT IN LIEU OF FULLY PRETENSIONED. 2. PROVIDE A COMPLETE PENETRATION WELD OF THE SHEAR TO THE SUPPORTING MEMBER WHERE THERE IS INSUFFICIENT CLEARANCE TO PLACE FILLET WELDS ON BOTH SIDES OF THE SHEAR . # BM # B M REFER TO TABLE B FOR SHEAR PREPARATION, WELDING REQUIREMENTS & BOLT LOCATION *W N IS THE EFFECTIVE THROAT OF A PARTIAL PENETRATION WELD FOR DETAILS & CALLOUTS IN COMMON SEE TYPICAL STEEL DETAILS 1 S2.21 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" X ≤ 1/2 1/2 < X ≤ 28 28 < X ≤ 5½ 5½ < X ≤ 7 7 < X < 12 X = 12 X < 12 FOR ADD'L INFO SEE TYPICAL STEEL DETAIL # OF WF GIRDER 12 X # OF WF BEAM REFER TO TABLE B FOR SHEAR PREPARATION, WELDING REQUIREMENTS & BOLT LOCATION WF W N FACE OF SUPPORTING MEMBER BEVEL SHEAR 2 1/2"2" MIN. 5" MAX. 3/4" SHEAR "t"Q WF W N 2" 2" MIN. 5" MAX. 3/4" 12 X SHEAR "t" Q FACE OF SUPPORTING MEMBER CASE I CASE II WF (W )N # OF BOLT # OF BOLT # OF BOLT 2 1/2"2" MIN. 5" MAX. 3/4" SHEAR "t" 12 12 Q C.P. U.T.2 1/2"2" MIN. 5" MAX. # OF BOLT 3/4" SHEAR "t"X 12 Q CASE III CASE IV TYPICAL STEEL DETAIL AT ANGLED CONNECTIONS 2° < 0 ≤ 11° 0 ≤ 2° 11° < 0 ≤ 25° 25° < 0 ≤ 30° 30° < 0 < 45° 0 = 45° 0 > 45° 12 X 1 SSTL1 5/16 5/16TYP. 12 VARIES TOP OF COL.1/2"SIZE & QTY OF BOLTS PER - PROVIDE STD HOLES IN BM & SHEAR 1 S2.21 1 /2" 2" 2½" 1/2" MIN. 3/4" MAX. 3" O.C. SPACING 1½" 1½" 3/8" TYP. 3/4" TOP & BOT. NOTE: FOR ATTACHMENT OF SHEAR PLATES AT SKEWED FRAMING LOCATIONS, SEE TYP. STEEL DETAIL . 5/16 5/16 TYP. < 8" CLIP STIFF. AS REQ'D NON-MOMENT FRAME COLUMN WITH FLANGE WIDTHS LESS THAN 8" WF COL. 1 1 / 8" ≥ 8" K1 5/16 5/16 TYP.STIFFENER FLUSH W/ COL. FLG TYP. NON-MOMENT FRAME COLUMN WITH FLANGE WIDTHS 8" & WIDER TYPICAL BEAM/COLUMN FRAMING INTO WEB WF COL. STIFFENER FLUSH W/ COL. FLANGE TYP.1 1 /2"9"1 1 /2" SECTION "A" SLOPED BEAMS PER PLAN 2 S2.21 SECTION A W/ ARCH. 9" VERIFY (4) #4 @ TOP E.F. #6 @ 24" O.C. A706 (2) #5 @ MIDHT BENT 1/4" 1/2"-x2'-0" DBA @ 24" O.C. 3/8" CONT. 3/8" FULL DEPTH STIFF. @ 48" O.C. - ALIGNS W/ EVERY OTHER #6 VERT. 5/8"x8" @ 48" O.C. STL BM PER PLAN 7/8"- A325N GALV. BOLTS L3x3x3/8 ANGLE BRACE ALIGNED W/ STIFF. MTL DECK - SEE 1 S2.201" CLRTOPPING W/ RADIANT HEAT CONC. FILL PER PLAN 2'-9"TYPICAL VEHICLE BARRIER AT STEEL 1/4 2-12 3/8 1/4 1/4 TYP. TOP & BTM 8" 2" CLR REBAR PER PLAN 5/16 5/16 PEDESTRIAN GUARD RAIL - SEE ARCH.8"2-1/2"-x8" PVC GROUT SLEEVE 1 1/2" CLR MIN.1 1/2" CLR MIN. 1 1 1 C.J. SIDE & TOP W/ 1/2"x1½" BLOCKOUT PROVIDE BACKER ROD & SEALANT PER SPEC. 3/4"x24"- GALV. SMOOTH GREASED DWL @ TOP & MID. HT - CTR'D ON JT STOP TYP. HORZ. REINF. @ JTCONTROL JOINT (SPACED AT 20'-0" O.C.) 1 1/2" CLR. TYP. 2" 2½"2"6" 1 1 / 2 " 1 1 / 2 " 1½" 3" O.C. SPACING 5/16 5/16 1 1 / 8 " K (1/4" MIN.) PROVIDE 1/2" MIN. RADIUS AT ALL COPE REENTRANT CORNERS 3/8" - PROVIDE STD HOLES IN BM & TYPICAL BEAM FRAMING AT FULL DEPTH SHEAR PLATE FOR DETAILS & CALLOUTS IN COMMON SEE 1 S2.21 T.O.S. CLIP SHEAR AS REQ'D K C.P. U.T. TYP. TOP & BOT.MOMENT CONNECTED BM FOR DETAILS & CALLOUTS IN COMMON SEE 1 S2.21 SUPPORTING BM TYPICAL SUPPORTING BEAM DEEPER THAN MOMENT CONNECTED BEAM C.P. U.T. TYP. TOP & BOT.MOMENT CONNECTED BM FOR DETAILS & CALLOUTS IN COMMON SEE 1 S2.21 TYPICAL MOMENT CONNECTION SUPPORTING BM WELD ACCESS HOLE PER AISC 360 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:48:05 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.21 RAMP DETAILS NO SCALES2.21 1 DETAIL NO SCALES2.21 2 DETAIL NO SCALES2.21 3 DETAIL 1" = 1'-0"S2.21 4 SECTION NO SCALES2.21 5 DETAIL NO SCALES2.21 6 DETAIL 1 11/04/16 ADDENDUM 2 2"2"8"EMBEDD COL. CONC. ENCASEMENT - SEE ARCH. STL COL. PER PLAN BASE 1"x12"x1'-0" W/ (4) 3/4"! GALV. THR'D RODS - EMBED W/ ADHESIVE 1" NON-SHRINK GROUT1 " (E) 14" CONC. WALL - SIM. @ CONC. COL. NUT & WASHER 1/4 (2) #4 HOOP TIES @ 2" O.C. (E) COLUMN REINF. - ADD (4) #4 VERT. DOWELS AT CONC. WALL & EMBED 4" WITH ADHESIVE 1'-0" DEMOLISH (E) CONC. COL./WALL DOWN TO CHAMFER LOC. - INSTALL REINF. AND REPOUR. 2 tbf SEISMIC ACCESS HOLE GRIND SMOOTH TO 500 MICRO INCHES GRIND SMOOTH TO 500 MICRO INCHES 30°1 1 3 / 4 " 2 1 / 4 " 3 1 1/2"2 4 1/2" 5 4 4 1/2" 5 4 3 2 1 / 4 " 1 3 / 4 " tbf 30°1 1 1 /2"2 BEAM SIZE 1 DEGREES 2 3 4 5 IN. IN. IN. IN. W33x201 30° 1" 1¼" 1½" 3½" A BCR (NOTE 5) C.P. U.T. DCW WEB GRID 1/4" CLR TO END OF FILLET WELD - TYP. 1/2"2" 2 1/2"TYP.0"TYP.2"5/16 C.P. U.T. DCW NOTE 1. 3/8" W/ HSSL HOLES STL BM PER ELEV. W/ STD HOLES FOR WELD ACCESS HOLE GEOMETRY SEE TYP. 5/16 NOTE 2. NO WELDING OR TACK WELDING PERMITTED BTWN BM T&B FLANGE & BACKING (3) 15"! A325-N HEADED STUDS PERMITTED C.P. U.T. DCW NOTE 3. STL COL. PER ELEV. RBS CONNECTION SCHEDULE BEAM W33x201 A B C R 77" 218" 27" 229" NOTES: 1. REMOVE BACKING & BACKGOUGE ROOT PASS TO SOUND METAL. 2. BACKWELD WITH REINFORCING FILLET AFTER REMOVAL OF THE BACKING. THE SIZE OF THE FILLET LEG ADJACENT TO THE COLUMN SHALL BE A MINMUM OF 5/16", AND THE REINFORCEMENT FILLET LEG ADJACENT TO THE BEAM FLANGE SHALL BE SUCH THAT THE FILLET TOE IS LOCATION ON THE BEAM FLANGE BASE METAL. 3. BACKING TO REMAIN AT BM TOP FLANGE. PROVIDE 5/16" MIN. FILLET BETWEEN BACKING & COLUMN 4. NONFUSIBLE BACKING SHALL BE REMOVED & BACKGOUGE ROOT PASS TO SOUND METAL. PROVIDE BACKWELD PER NOTE 2. 5. FINISHED REDUCED BEAM SECTION (RBS) CUTS SHALL BE MADE BY THERMAL CUTTING AND HAVE A MAXIMUM SURFACE ROUGHNESS OF 500 MICRO-INCHES. TOLERANCES OF THE CUT SHALL BE ±1/4". THE FLANGE TOTAL WIDTH TOLERANCE SHALL BE ±3/8". CORNERS SHALL BE ROUNDED. CUT EDGES SHALL BE GROUND IN THE DIRECTION OF THE BEAM FLANGE LENGTH. 6. WELDING SEQUENCE SHOULD BE AS FOLLOWS: BOTH FLANGES SHOULD BE WELDED PRIOR TO WELDING THE WEB. 7. ALL WELDS SHALL BE MADE, INSPECTED, AND APPROVED PRIOR TO PLACEMENT OF CONCRETE FOR THE FLOOR. 8. WELDERS THAT WILL MAKE WELDS WITH RESTRICTED ACCESS, SUCH AS BUT NOT LIMITED TO, THE BOTTOM FLANGE TO COLUMN WELDS THROUGH A COPE OR ACCESS HOLE IN THE BEAM SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.8 USING THE SAME PROCEDURES AS WILL BE USED IN PRODUCTION. PROTECTED ZONE: WELDED, BOLTED, SCREWED OR SHOT-IN ATTACHMENTS FOR NON- STRUCTURAL ELEMENTS ARE PROHIBITED WITHIN THE PROTECTED ZONE REGION DEFINED IN THIS DETAIL. IT IS A VIOLATION OF THE CONTRACT AND THE BUILDING CODE TO MAKE SUCH CONNECTIONS. STL BM PERP. PROVIDE CONN. PER SIM.3 S2.21 1 1 / 4" 1 1 / 4 " 1 /4" K+1½" K +1/2"1 3/8 3/8DCW (3/16) (3/16)PJP DCW C.P. U.T. DCW 3/8 3/8DCW STIFF. THICKNESS TO MATCH BM FLANGE THICKNESS A572 GR 50 4 S2.22 CAP THICKNESS TO MATCH BM FLANGE THICKNESS - A572 GR. 50 E 5/16 5/16 BRG 3/4"x10"x2'-6" W/ (4) 7/8"! A325N GALV. BOLTS @ 6" O.C. 5/16 5/16 1/2" CLR 5 1/2" 5/16 5/16 5/16 5/16 5/8" FULL DEPTH STIFF. EA. SIDE 1"x14"x1'-8" EA. SIDE 1/2 1/2 1/2 1/2 TYP. CJP 1 STL COL. PER PLAN STL BM PER PLAN 1/4 1/4 1½" 3" 1½" 1 1 1 1 L4x4x3/8 BRACE (2) 7/8"! A325N BOLTS - GALV. W.P. 3/8x0'-7" CAP 3/8 U.N.O.1 1/2 "3"5/16 5/16 T.O.S. SHEAR PER STL BM PER PLAN 1 S2.21 6" 3" 8" (E) P.T. SLAB (E) P.T. - LOCATE IN SLAB BEFORE DRILLING - DO NOT CUT (E) BM REINF. - LOCATE BEFORE DRILLING - DO NOT CUT (E) P.T. - LOCATE IN BM BEFORE DRILLING - DO NOT CUT (E) P.T. BM EMBED 8" W/ ADHESIVE L3x2x1/4 LLH 3/4"x12"x1'-0" SLAB ON MTL DECK #4x3'-0" @ 12" O.C. PAINT OVER EXPOSED REBAR W/ EPOXY PAINT (E) WALL TO BE REMOVED 2"2"1 1 /2"1 1 /2" 1½" 1½"(4) 3/4"! ADHESIVE ANCHORS W/ HORIZ. LONG SLOTTED HOLES IN 2 C V.I.F. 1'-6 1/2" BASE 2"x18"x1'-8" A572 (Fy=50 KSI) 2"2" NON- SHRINK GROUT WF COL. (E) P.T. BM 5/16 GRID D SIMILAR (E) CONC. SLAB 1 / 2 " 1/2" NON-SHRINK GROUT (E) VERT. REINF. TO REMAIN - (8) #8 V.I.F. ADD'L (2) #11 - EMBED 5'-0" W/ ADHESIVE 3/8 TYP. @ TERMINATORS (4) 1"! THR'D STUDS W/ HEAVY HEX NUTS & 1/2"x3"x3" WASHERS 5/16 TYP. @ THR'D STUDS 1'-8"18"2"2"3"3"SHEAR LUG 1½"x2"x0'-6" A572 (Fy=50 KSI) 1½"! HOLES FOR THR'D STUDS - TYP. CJP-UT ___ S2.22 2A 2B S2.22 BASE 2"x13"x2'-3" A572 (Fy=50 KSI) - 2"x18"x2'-3" A572 (Fy= 50 KSI) @ GRID D CJP-UT TYP. FIELD LOCATE (E) BARS PRIOR TO FABRICATING BASE - PROVIDE 1/2" OVERSIZE HOLES 2" (+1/32, -0") ROUGHEN SURFACE TO 1/4" AMPLITUDE MIN. PROVIDE TERMINATOR @ EA. VERT. BAR - (10) TOTAL 1 1/2"SHEAR LUG 1½"x2"x0'-6" A572 (Fy=50 KSI) (E) PT BM - FIELD LOCATE REINF. & TENDONS - DO NOT DAMAGE (E) REINF. OR TENDONS (E) (8) #8 VERT. REINF. TO REMAIN V.I.F. (E) TIES TO REMAIN FIELD LOCATE (E) PT SLAB REINF. & TENDONS - DO NOT DAMAGE (E) REINF. OR TENDONS - INSTALL ADD'L (2) #11 BARS @ SUITABLE LOC. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:22 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.22 RAMP DETAILS - BID ALT. #1 1" = 1'-0"S2.22 1 DETAIL 1" = 1'-0"S2.22 4 DETAIL 1" = 1'-0"S2.22 5 DETAIL 1" = 1'-0"S2.22 7 DETAIL 1" = 1'-0"S2.22 8 DETAIL 1" = 1'-0"S2.22 9 DETAIL 1" = 1'-0"S2.22 2 DETAIL 3" = 1'-0"S2.22 2A DETAIL 1" = 1'-0"S2.22 2B SECTION 2 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 #2&9(57()#2&+25,=()528*+(1-2,17&/5#2&+$,53,1#2&(1'2)6+($5:$//)25'(7$,/6 &$//2876,1&200216((6 #2&(:3(53/$1&/5&/5#2&%27#2&7 %#2&:67'+22.7(;7 &/5&/572)#2&9(57'2:(/:67'+22.#2&+25,=#9(57 /$363/,&(3(5*(1127(67<3 #723()&/5&/59(+,&/(%$55,(5}39&[3,3(6/((9(9(57#2&:67'+22.#0,'+77233,1*:5$',$17+($7#2& 67'+22.&/5&/56/$%5(,1)3(53/$16/$%21*5$'(&203$&7('),//7(50,1$7(9(57%$56:67'+2/(6&21&:$//6((63('(675,$1*8$5'5$,/6(($5&+'%/187 :$6+(5}$1&+2552'6g[2&1216+5,1.*52877<3:(1'&$3+66;;67((/)5$0($7&/($5$1&(%$5%5*{[[ $6%2//$5'$75$03(175<,6/$1'0,1 9(5,)<:$5&+ ',$ &/57,(6#2&',$;6753,3(*$/9$1,=('',$67'3,3(%2//$5'*$/9$1,=('&$3{*$/9$1,=('3529,'(%$&.(552'$1'6($/$17'5,//('&21&3(,5,167$//35,2572,6/$1'6/$%9(57{[}*$/9$1,=('3529,'(',$(<(%2/7)256,*1$77$&+0(17,6/$1'6/$%6(($5&+/$36/$%5(,1)+<'521,&7233,1*6/$%62*7260,1g0$;7<3g7<3hg/[[:}*$/9$1%2/76:+25,=66/7+2/(667/%05(7851#7237<3(0%('{[[ :}[+($'('678'6#g2&gg&21&:$//6((6%(17{[[:}(;3$1&+25#2&&21&2107/'(&.&-62*6+$//5($&+36,0,135,25723285,1*21'(&. & / 5 & / 5 &21&&2/3(53/$17,(6$'' /7,(6#7232)&2/'%/187 :$6+(5g1216+5,1.*5287)5$0,1*1276+2:1)25&/$5,7<|&2/ %067/%03(53/$129(56,=('+2/(6:[[{:$6+(5 1877<3}$1&+2552'6&/5g&/5)8//'(37+6+($5{($6,'(+<'521,&7233,1*6/$%6(($5&+&21&6/$%29(507/'(&.726+$,53,1#2&&21&:$//12:$//#6,0|%5($.07/'(&.$65(4 '6(( }$1&+2552'6#2&g1216+5,1.*5287)8//'(37+6+($5{&2113(5667/%06c*$367/%0:67'+2/(6&23(7 %)/$1*(6833257%0723)/$1*(1276+2:1)25&/$5,7<{[[ :}$1*$/9%2/76#2&3529,'(+25,=66/7+2/(6,1{7+5 '678'67<372667/5281'52'[67,)){($6,'(67/%0&21729(5*,5'(567/*,5'(5+<'521,&7233,1*6/$%29(5&21&),//('07/'(&.%5*{[[ :}[g7+5 '678'67<3&/5&/5 0,172)/$39(57%$56 9(57'2:(/6720$7&+9(57%$56:67'+22.|&2/ )7*#2&7,(6&21&&2/9(57)7*3(53/$1($:$<&/5&/5&/5 0,1&21&62*9(57':/:67'+22.,1726/$%&08:$//6((60,1 6/23,1*%272)75(1&+6((&,9,/9(5,)<:&,9,/723%27/$3 #2&&21&62*75(1&+)5$0(:*5$7('&29(56((&,9,/75(1&+'5$,16((&,9,/-*8727&0*2 (1-&14&1*4.3***5 7 +4 88,33.7,9&98349&+4*<3.-8:98 7 7&9(:133*,**7.<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;352-12'$7(0$5. '$7( '(6&5,37,21352-(&77($0&,9,/$1'/$1'6&$3(6758&785$/(1*,1((50(&+$1,&$/$1'3/80%,1*(/(&75,&$/(1*,1((56&$/(&23<5,*+7k1%%-6+((77,7/(6+((7180%(5':*635(3$5('21$125,*,1$/6+((76,=(2);'&%$'&%$30&?B5HYLW0RGHOV?90&3DUNLQJ*DUDJHY&HQWUDOBGPRUIRUG3&6UYW 1257+*$5$*((;3$16,21&216758&7,21'2&80(176%$5*+$86(11'$9(6.(17:$3&66758&785$/62/87,216),567$9(67(6($77/(:$0$=(77,7+$9(:67(/<11:22':$:22'+$5%,1*(5$9(1(67(%(//(98(:$65$03'(7$,/6 66(&7,21 6'(7$,/ 6'(7$,/ 6'(7$,/ 6'(7$,/ 6'(7$,/ 63/$1'(7$,/ 6'(7$,/ 6'(7$,/ 66(&7,21 66(&7,21 $''(1'80&3BOTTOM OF STEEL 10'-0" ABOVE RAMP 3/4"x4½" HEADED STUDS @ 24" O.C. 3/8" BENT CHANNEL PER PLAN STL BM PER PLAN 1/4" 9" 2 1/2"2½" (8) 7/8" A325N-GALV. BOLTS @ 3" O.C. 9" 2/12 2/12 1/4 (3/16") FOR DETAILS & CALLOUTS IN COMMON SEE 4 S2.21 BENT 3/8"x8"x1'-3" 2 1/2" 2 1/2" 2½" BENT CHANNEL PER PLAN 3/8" WF BM PER PLAN FOR DETAILS & CALLOUTS IN COMMON SEE 4 S2.21 (2) #6 @ EA. WF BM SPACED @ 4" O.C. SHEAR TAB PER W/ ARCH. 9" VERIFY 2" CLR.1 S2.21 MTL DECK 5/8"x8" @ EA. WF BM 5/8"x5"x8" T&B 5/16 5/16 5/16 5/16 5/8"x8"x0'-8" WF BM PER PLAN 5/16 4 5/16 4 MOMENT FRAME BM5/8" M.B. GALV. ERECTION BOLT EA. END C4x7.25 BRACE 5/8"x6"x0'-9" 5/8" FULL DEPTH SHEAR PER 5 S2.21 CONC. OVER MTL DECK W.P. 5/16 5/16 5/16 3½ 5/16 3½TYP. 1 1 1 STL BM BENT 1/2"x BTWN BMS HEADED STUDS @ 12" O.C. 5/8"x6"x0'-9" 5 1/2" 3/4"x1'-0" (4) 7/8" A325N GALV. BOLTS @ 9" O.C. T.O.S. FRAME BM W.P. STIFF. 5/8" FULL DEPTH EA. SIDE 5/16 5/16TYP. 5/16 5/16 5/16 3½ 5/16 3½TYP. 5/8"0 M.B. GALV. ERECTION BOLT DBL. C4 BRACE 4" BRG 3/4"x1'-0"x1'-0" 5/16 2-6 5/16 2-6 1 CONC. WALL PER PLAN 3'-0" LAP SPLICE (E) CONC. WALL #5 VERT. @ 12" O.C. E.F. #5 HORIZ. @ 12" O.C. E.F. 1'-0 1/8" DEMO TOP 12" OF (E) WALL INTENTIONALLY ROUGHEN INTERFACE TO 1/4" AMPLITUDE EMBED 12" W/ HILTI 500 V3 ADHESIVE - TYP. (E) CONC. WALL REVEALS LOCATE (E) P.T. & AVOID CUTTING 4 S2.21 DEMO (E) COL. 8" CONC. WALL HORIZ. REINF. PER PLAN 6"GUARDRAIL - SEE ARCH. #5 VERT. @ 6" O.C. -EMBED 3½" W/ HILTI 500 V3 ADHESIVE NOTE: NOT ALL REINF. SHOWN. SEE PLANS & DETAILS. (E) COL. ROUGHEN INTERFACE TO 1/4" AMPLITUDE RAMP SLAB BEYOND (E) P.T. SLAB LOCATE (E) P.T.& AVOID CUTTING WASHER 4x4x1/2" W/ HEAVY HEX NUT (E) P.T. SLABGROUT BED #5 VERT. @ 16" O.C. W/ THR'D END (3) #5 HORIZ. - (1) @ EA. BOND BM @ TOP 5/8" EXP. ANCHOR @ 48" O.C. SHT'G 6" CMU 6" MTL STUD WALL 1 SHT'G PER NOTES 600T200-43 BLK'G WALL CONT. UP MTL DECK #10 SCREW @ 6" O.C. - TYP. 600T200-43 SHT'G PER NOTES 600S162-43 W/ (3) #8 SCREWS TO EA. STUD #10 SCREW TO BLK'G @ 6" O.C. 1 GRID 3 COL 3 COL #4 @ 4" O.C. DEMO & RE-POUR (E) CONC. COL. - MATCH (E) DIMENSIONS (E) VERT. STL TO REMAIN - (8) #8 & (2) #5 V.I.F. SHEAR LUGS 2 1/4"2 1/4" 1 1/2"1 1/2"WF COL & BASE (4) 3/4" F1554 GR 36 ANCHOR RODS - EMBED 36" - PROVIDE DBL HEAVY HEX NUT & WASHER - PROVIDE 1/2" OVERSIZED HOLES IN #5 @ 4" O.C.3"3"E V.I.F.6 1/2"WF COL. BASE 2"x18"x2'-3" A572 (Fy=50 KSI) 1 " 1" NON-SHRINK GROUT (2) 2½"x6"x0'-6½" A572 (Fy=50 KSI) SHEAR LUGS CJP-UT TYP. PROVIDE 1/2" BLOCKOUT IN COL. BELOW FOR LUGS - FILL W/ NON-SHRINK GROUT 5/16 - 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:30 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.24 RAMP DETAILS - BID ALT. #1 NO SCALES2.24 2 DETAIL NO SCALES2.24 3 DETAIL 1" = 1'-0"S2.24 5 DETAIL 1" = 1'-0"S2.24 6 DETAIL 1" = 1'-0"S2.24 7 DETAIL 1" = 1'-0"S2.24 8 DETAIL 1" = 1'-0"S2.24 9 SECTION 1" = 1'-0"S2.24 10 SECTION 1" = 1'-0"S2.24 1 SECTION 2 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 4 G H I J K L M N O 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"18" CONC. COL. TYP.1'-0"1'-0"12'-0"12'-0" 24'-0" 1'-0"1'-0" SLAB EDGE CONC. WALL T.O.C. = 77.50 T.O.C. = 76.90 T.O.C. = 77.50 T.O.C. = 76.90 T.O.C. = 77.50 T.O.C. = 77.50 4'-0"x 4'-0" SUMP156'-0"1 S2.32 3 S2.316'-0"156'-0"CONC. SLAB REMOVE PILE TO CLEAR SLAB. 1" CLEAR HORIZ. & 6" CLEAR VERT. TYP. 1 S2.31 5%5% 2 S2.31 ___ S2.31 4 5 S2.31 TYP. #6 @ 12" O.C. LONGITUDINAL NORTH/SOUTH TOP & BOT. INSIDE TRANS REINF. #8 @ 12" O.C. TRANSVERSE EAST/WEST TOP & BOT.6'-0"3 S2.31 ___ S2.31 6 TYP. 2'-0" EDGE OF SLAB EXTENSION 4 G H I J K L M N O 12" 2-WAY CONC. SLAB T.O.C.=88.00 #8 @ 12" O.C. EA. WAY BOT. #8 @ 12" O.C. EA. WAY TOP - PLACE LONGITUDINAL NORTH/SOUTH BARS INSIDE TRANSVERSE EAST/WEST BARS 8" 10'-0" 8"8"5'-0"8"8" CONC. RISER WALLS 5'x10' REMOVABLE PANEL W/ BAR GRATING 30" ACCESS HOLE - TYP. OF 4 7 S2.31SIM. DROP PANEL - TYP. 7 S2.31 ___ S2.31 8 7 S2.31 9 S2.31 9 S2.31 10 S2.31 10 S2.319 S2.31 SIM. 1 EQEQ2 2 18'-0" MIN.5'-0"6'-0"6'-0"19k28k28kAXLEAXLEAXLESTANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AND ACI 350-06. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS. SITING AND DIMENSIONAL CONTROL IS DEFINED BY THE CIVIL DRAWINGS. REFER TO CIVIL DRAWINGS FOR PIPING, RISERS, HARDWARE AND OTHER NON-STRUCTURAL INFORMATION. GENERAL NOTES CONCRETE DESIGN f'c (PSI) (AT 28 DAYS) MAX. W/C RATIO MIN. FLYASH OR SLAG (PCY) AGGREGATE GRADING ASTM AASHTO SLABS, WALLS, COLUMNS 5,000 0.45 100 57 OR 67 DESIGN CRITERIA GRADE SURFACE LIVE LOADS: 75,000# FIRE TRUCK OR 75,000# VACTOR TRUCK OR ASSHTO HS25 VEHICLE OR 125 PSF MINIMUM. 75,000# FIRE TRUCK OR VACTOR TRUCK: BEARING FOR THE BOTTOM SLAB: PROVIDE A COMPACTED ROCK WEATHER BASE COURSE UNDER THE SLAB PER GEOTECH. BACKFILL AROUND AND OVER THE VAULT: BACKFILL EVENLY AND USE LIGHT COMPACTION EQUIPMENT AVOIDING DAMAGE TO THE VAULT. ITEM STEEL BAR GRATING FRAMES CONTRACTOR SUBMITTAL FOR THE ENTIRE FRAME, GRATING AND SUPPORT ASSEMBLY. PROVIDE FABRICATED HOT DIPPED GALVANIZED STEEL ASSEMBLY INCLUDING SUPPORT LEDGER ANGLES AND BEAMS AND INCORPORATE FLUSH INTO THE RISER WALL. BAR GRATING TO HAVE 1.1875" BEARING BAR SPACING AND 2" CROSS BAR SPACING. PROVIDE TRUCK LOAD AND UNIFORM LOAD RATING PER THE DESIGN CRITERIA. INCORPORATE GRATING LOCKING DEVISES. PERIMETER LEDGERS MAY BE CAST INTO THE RISER WALL OR BOLTED ON THE SIDE. BEAMS SHALL BE SECURED WITH BOLTED CONNECTIONS TO THE RISER WALLS. WATERSTOP FLEXIBLE PVC FABRICATED WATERSTOP CONFORMING TO CE CRD-C572, FLAT RIBBED WITHOUT BULBS, 4"x3/16" SIZE. HEAT WELD END JOINTS, INSTALL PERPENDICULAR TO JOINT AND ONE HALF EACH SIDE OF JOINT OR AS PERMITTED BY THE REBAR. SECURE IN PLACE TO REBAR AND/OR FORMS. PROVIDE PRODUCT SUBMITTAL. GREENSTREAK 781 OR EQUIVALENT. FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO EXTERIOR VIEW & INSIDE VAULT A ALL OTHER SURFACES, UNLESS NOTED OTHERWISE B LATERAL EARTH PRESSURES FOR RIGID STRUCTURES: PER GEOTECH REPORT ACTIVE EFP: 26H SEISMIC SURCHARGE: 14H ALLOWABLE BEARING CAPACITY: 6,000 PSF STATIC; 8,000 PSF SEISMIC COMBINATIONS W.R. GRACE ECLIPSE SHRINKAGE COMPENSATOR (GAL./CU. YD) 1.0 1. DO NOT BACKFILL UNTIL THE TOP SLAB HAS CURED TO THE DESIGN STRENGTH. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/7/2017 10:52:22 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.30 DETENTION VAULT FRAMING PLANS 1/8" = 1'-0"S2.30 2 DETENTION VAULT BOTTOM SLAB PLAN 1/8" = 1'-0"S2.30 1 DETENTION VAULT TOP SLAB PLAN 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 12" 2' - 0 " 2" 2" CLR #8 @ 6" O.C. - ALTERNATE BARS STOPPED AT 7'-0" FROM BOTTOM SLAB CONCRETE WALL#4 CONT. PVC WATERSTOP TOP MAT SEE PLAN #5 CONT. OVER HOOK BENDS BOT. MAT SEE PLAN BOT. SLAB L LAP SPLICES ROUGH CONST. JT (1/4" HIGH UNIFORM AMPLITUDE) STD HOOK #5 @ 12" O.C. . . S 2'-0" ATEDGE & WALLWEST WALL AT BOTTOM SLAB #5 @ 12" O.C. 2" CLR.2" CLR. 6"6"±2" CLR.SLOPING TOP SLAB Ls FOR #8's 2' - 3 " 2" CLR.3" CLR.STD HOOK TRANSV REINF. EAST WALL AT BOTTOM SLAB 12" 2' - 0 "2"2" CLR. . S 2'-0" ATEDGE & WALL2" CLR.2" CLR. 6"6"±2" CLR. Ls FOR #8's 2' - 3 " 2" CLR.3" CLR.#8 @ 6" O.C. - ALTERNATE BARS STOPPED AT 7'-0" FROM BOTTOM SLAB #5 @ 12" O.C. #4 CONT. PVC WATERSTOP L LAP SPLICES ROUGH CONST. JT (1/4" HIGH UNIFORM AMPLITUDE) STD HOOK #5 CONT. OVER HOOK BENDS BOT. MAT SEE PLAN BOT. SLAB STD HOOK2" CLR.CONCRETE WALL #5 @ 12" O.C. SLOPING TOP SLAB TOP MAT SEE PLAN 6" NORMAL - SEE PLAN FOR VARIATION NORTH/SOUTH WALLS AT BOTTOM SLAB 12" 2' - 0 "2"2" CLR #5 @ 12" O.C. CONCRETE WALL #4 CONT. PVC WATERSTOP TOP MAT SEE PLAN #5 CONT. OVER HOOK BENDS BOT. MAT SEE PLAN BOT. SLAB L LAP SPLICES ROUGH CONST. JT (1/4" HIGH UNIFORM AMPLITUDE) STD HOOK #5 @ 12" O.C. . . S 2'-0" ATEDGE & WALL#5 @ 12" O.C. 2" CLR.2" CLR. 6"6"±SLOPING TOP SLAB 2" CLR.3" CLR.STD HOOK TRANSV REINF. 18"-3" CLR2" CLR VERT. CONCRETE COL. TOP MAT SEE PLAN #5 x 3'-0" OVER HOOK BENDS BOT. MAT SEE PLAN BOT. SLAB L LAP SPLICE ROUGH CONST. JT (1/4" HIGH UNIFORM AMPLITUDE) STD HOOKS 2'- 1 1 / 2 " . . S 1 ' - 5 " ABOUT 1'-5" AT CENTER 5 S2.31 TIES 2"CLR.2"SLOPING TOP SLAB NORMAL WALL REINF. VAULT #5 AT CORNER STD HOOK ADD'L #6 @ 12" O.C. IN-PLANE BTWN NORMAL BARS 5'-0"5'-0"WALL 4'-0" MIN. HOOK RETURNS #4 SPIRAL TIES W/ 3" PITCH (8) #5 VERT. 1'-6"-CLR.2" 2" CLR. 1 2" C L R 2" CLR2" CLR BOT. REINF. - SEE PLAN (2) #5 CONT.CONC. WALL TRANSVERSE TOP REINF. - SEE PLAN LONGITUDINAL TOP REINF. UNDER TRANSVERS - SEE PLANTOP SLAB #5 CONT. ROUGH CONST. JT (1/4" HIGH UNIFORM AMPLITUDE) VERTICAL REINF. (HOOK AT TOP) FOR #8 BARS - STOP AT TOP OF WALL & PROVIDE #5 EXTENSION INTO THE SLAB W/ Ls LAP SPLICE & STD HOOK AT TOP. 2" CLR 1'-0"2" CLR2" CLR#5 @ 12" O.C. LAPPED W/ SLAB TOP & BOT. BARS Ls 1 1 1 1 HEIGHT - TYP.2x BLOCKOUTLENGTH - TYP. 2x BLOCKOUT MORTAR 2" TYP. 2" O.C. TYP. WALL BLOCKOUT W/ 3/4"x3½" KEYWAY TRIM BARS: MATCH SIZE OF WALL BARS INTERRUPTED. NUMBER OF WALL BARS INTERRUPTED SHALL BE PROVIDED EA. SIDE OF BLOCKOUT. HOOK BARS THAT CAN NOT BE FULLY EXTENDED. TYPICAL AT PIPE THROUGH WALL 2" CLR.2" CLR.TRANSVERSE BOT. REINF. - SEE PLAN LONGITUDINAL BOT. REINF. OVER TRANSVERSE - SEE PLAN CONC. COL. TRANSVERSE TOP REINF. - SEE PLAN LONGITUDINAL TOP REINF. UNDER TRANSVERS - SEE PLAN TOP SLAB ROUGH CONST. JT (1/4" HIGH UNIFORM AMPLITUDE) STD HOOKS 1'-0"7 1/4"4'-0"x4'-0" CONC. DROP PANEL 2'-0"2'-0" VERT. TIES 5 S2.31 3/4" CHAMFER 2" CLR.1 1 1 3/4" CHAMFER 1½" CLR FINISH GRADE 3" CLR #4 CONT. @ 12" O.C. W/ CORNER BARS RISER CONC. WALL TOP SLAB (6) #9 @ 3" O.C. - EXTEND 5'-0" MIN. BEYOND GRATING & ANGLE FRAME (SEPARATE SUBMITTAL) (DIRECTION OF GRATING EITHER WAY) (2) #4 CONT. W/ CORNER BARS ROUGHENED CONST. JOINT #5 @ 12" O.C. @ 5 RISER WALL 3/4" CHAMFER LAP BARS 10 "Ls 1 1 / 2 "3 1 /2 " #5 CONT. RISER OPENING 8" EQ.EQ.CLR.2"8" CONC. WALL CONC. RISER WALL GRADE FOR DETAILS & CALLOUTS IN COMMON SEE 9 S2.31 GRATING & FRAME 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:48:41 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.31 DETENTION VAULT DETAILS 1" = 1'-0"S2.31 1 SECTION 1" = 1'-0"S2.31 2 SECTION 1" = 1'-0"S2.31 3 SECTION 1" = 1'-0"S2.31 4 SECTION 1" = 1'-0"S2.31 6 PLAN SECTION 1" = 1'-0"S2.31 5 PLAN DETAIL 1" = 1'-0"S2.31 7 SECTION 1" = 1'-0"S2.31 11 DETAIL 1" = 1'-0"S2.31 8 SECTION 1" = 1'-0"S2.31 9 SECTION 1" = 1'-0"S2.31 10 SECTION 1 11/04/16 ADDENDUM 2 SUMP VAULT WALL 4'-0"x4'-0"12" 2'-6" MIN. 3/4" CHAMFER AS REQ'D FOR EARTH FORM CAST PIT MONOLITHIC W/ FLR SLAB - NO CONST. JOINT PERMITTED 2" CLR.2'-6" MIN.#5 @ 12" O.C. EA. WAY TYP. W/ 10" CORNER HOOKS - TYP.T E X T MIN.12"3'-6"(3) #5 @ 12" O.C. BOTTOM SLAB 3" CLR.3" CLR. 2" 2" STD HOOKS 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:27:18 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.32 DETENTION VAULT DETAILS 1" = 1'-0"S2.32 1 SECTION THESE GENERAL NOTES ARE TO BE USED WITH THESE STRUCTURAL DRAWINGS FOR THE DETENTION VAULT. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AND ACI 350-06. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS. SITING AND DIMENSIONAL CONTROL IS DEFINED BY THE CIVIL DRAWINGS. GENERAL NOTES AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST-FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE-APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. CAST-IN-PLACE CONCRETE CONCRETE DESIGN f'c (PSI) (AT 28 DAYS) MAX. W/C RATIO MIN. FLYASH OR SLAG (PCY) AGGREGATE GRADING ASTM AASHTO SLABS AND WALLS 4000 0.45 OPTIONAL 57 OR 67 HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN O.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100°F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE, Fy=60 KSI (UNLESS NOTED OTHERWISE) BAR SIZE MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld")MINIMUM EMBEDMENT LENGTH FOR STANDARD END HOOKS ("Ldh")TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS #3 2'-0" 1'-6" 1'-6" 1'-3" 0'-7" #4 2'-8" 2'-0" 2'-0" 1'-7" 0'-9" #5 3'-4" 2'-7" 2'-7" 2'-0" 1'-0" #6 4'-0" 3'-1" 3'-1" 2'-4" 1'-2" REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 FOR #5 & LARGER. GRADE 40 FOR #3 & #4 DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICE TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. REINFORCING STEEL STRUCTURAL ENGR. BLDG. DEPT. 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X 3. HOLLOWCORE X X 4. CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. DESIGN CRITERIA GRADE SURFACE LIVE LOADS: 74,000# FIRE TRUCK, 85,000# VACTOR TRUCK OR ASSHTO HS25 VEHICLE OR 150 PSF MINIMUM. 74,000# FIRE TRUCK:85,000# VACTOR TRUCK: EARTHWORK BEARING FOR THE BOTTOM SLAB AND FOOTINGS: PROVIDE A COMPACTED ROCK WEATHER BASE COURSE UNDER THE SLAB AS THE WEATHER AND DRAINAGE REQUIRES. REFER TO GEOTECH.. BACKFILL AROUND AND OVER THE VAULT: BACKFILL EVENLY AND USE LIGHT COMPACTION EQUIPMENT AVOIDING DAMAGE TO THE VAULT. BACKFILL MAY BE PLACED IN 2 STAGES AS DESCRIBED BELOW. BACKFILL MATERIALS TO BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. STAGE 1: BACKFILL 4'-0" AGAINST THE WALLS ABOVE BOTTOM SLAB AFTER THE SLAB AND WALL HAVE CURED TO 3000 PSI MINIMUM. STAGE 2: REMAINING BACKFILL SHALL BE PLACED AFTER ALL VAULT CONCRETE HAS CURED TO DESIGN STRENGTH. ITEM LOW SHRINK CLOSURES 4000 0.45 OPTIONAL 57 OR 67 HOLLOWCORE KEYWAY GROUT 4000 2, 3 1 1. PROVIDE A SHRINKAGE COMPENSATING ADD MIXTURE. 1 GALLON PER CY OF CONCRETE OF ECLIPSE BY W.R. GRACE OR APPROVED ALTERNATE. 2. PROVIDE LOW SHRINK CONCRETE OR A MIX SPECIFIED BY THE HOLLOWCORE MANUFACTURE CAPABLE OF EXTERIOR EARTH CONTACT DURABILITY. 3. CRD-C621 NON-SHRINK GROUT OPTIONAL. HOLLOWCORE BEARING GROUT 4000 2, 3 HOLLOWCORE: PRE-CAST AND PRE-STRESSED CONCRETE PANELS AS MANUFACTURED BY CONCRETE TECHNOLOGY CORPORATION, OR PRE-APPROVED EQUAL. MANUFACTURER SHALL DESIGN THE UNITS TO SAFELY CARRY THE LOADS LISTED IN THE DESIGN CRITERIA. DESIGN PANELS FOR AXIAL LOADS FROM THE TOP OF WALL REACTIONS OF 3,000 LBS/FT ASD E+EQ. OR DL+ + LL. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS PREPARED UNDER THE SUPERVISION OF, AND STAMPED BY A STRUCTURAL ENGINEER LICENSED AS SUCH IN THE STATE OF WASHINGTON. FLOWABLE FLOWABLE #7 4'-6" 3'-8" 3'-8" 2'-10" 1'-4" STEEL BAR GRATING CONTRACTOR SUBMITTAL FOR THE ENTIRE GRATING AND SUPPORT ASSEMBLY. PROVIDE FABRICATED HOT DIPPED GALVANIZED STEEL ASSEMBLY INCLUDING SUPPORT LEDGER ANGLES AND BEAMS AND INCORPORATE FLUSH INTO THE RISER WALL AND SLOPE WITH THE GRADE. BAR GRATING TO HAVE 1.1875" BEARING BAR SPACING AND 2" CROSS BAR SPACING. PROVIDE HS20 TRUCK LOAD RATING OR 125 PSF MINIMUM. INCORPORATE GRATING LOCKING DEVISES. PERIMETER LEDGERS MAY BE CAST INTO THE RISER WALL OR BOLTED ON THE SIDE. BEAMS SHALL BE SECURED WITH BOLTED CONNECTIONS TO THE RISER WALLS. WATERSTOP FLEXIBLE PVC FABRICATED WATERSTOP CONFORMING TO CE CRD-C572, FLAT RIBBED WITHOUT BULBS, 4"x3/16" SIZE. HEAT WELD END JOINTS, INSTALL PERPENDICULAR TO JOINT AND ONE HALF EACH SIDE OF JOINT OR AS PERMITTED BY THE REBAR. SECURE IN PLACE TO REBAR AND/OR FORMS. PROVIDE PRODUCT SUBMITTAL. GREENSTREAK 781 OR EQUIVALENT. TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.5. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. » REVIEW OF TESTING AND INSPECTION REPORTS. » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCES SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X IBC 1705.6 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X STATEMENT OF SPECIAL INSPECTIONS: CONCRETE REINFORCING STEEL AND PLACEMENT X ACI 318:3.5,7.1-7.7 IBC 1910.4 ANCHORS CAST IN CONCRETE-PRIOR TO AND DURING PLACEMENT OF CONCRETE ACI 318: 8.1.3, 21.2.8 IBC 1908.5, 1909.1, 1705.2.1, AISC 360 SECTION N7 VERIFY USE OF REQUIRED DESIGN MIX X ACI 318, CH4,5.2-5.4 IBC 1904.2, 1910.2, 1910.3 SAMPLING OF FRESH CONCRETE, SLUMP TEST, AIR CONTENT, TEMPERATURE OF CONCRETE AT TIME OF MAKING SPECIMENS X ASTM C172, C31 ACI 318: 5.6, 5.8 IBC 1910.10 MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X ACI 318: 5.11-5.13 IBC 1910.9 MATERIAL VERIFICATION OF REINFORCEMENT STEEL FOR ASTM A615 REINFORCING IBC 1705.12.1 ANCHORS POST-INSTALLED IN HARDENED CONCRETE X ACI 318: 3.8.6, 8.1.3, 21.2.8 IBC 1909.1 X X ERECTION OF PRECAST IBC 1705.3 ACI 318 CH 16X INSPECTION OF FORM WORK IBC 1705.3 ACI 318: 6.1.1X CONDITION OF PLACEMENT AND CURING WALLS & SLABS MIN. TEMP. FRESH CONCRETE AS MIXED FOR WEATHER INDICATED, DEGREES F. ABOVE 30° F. 0° TO 30° F. BELOW 0° F. 60° 65° 70° MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F. 55° MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F.50° FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO EXTERIOR VIEW & INSIDE VAULT A ALL OTHER SURFACES, UNLESS NOTED OTHERWISE B CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER-VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FORMED SURFACES: COLD WEATHER PLACEMENT: 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE-APPROVED EQUAL. 6. REMOVE SNAP TIES. PLUG CONES INSIDE VAULT. ALLOWABLE SOIL BEARING PRESSURE: 4,000 PSF SEISMIC: Ss = 1.44, S = 0.96 LATERAL EARTH PRESSURES FOR RIGID STRUCTURES: ACTIVE EFP FOR DRAINED SOILS: 60 PCF LIVE LOAD SURCHARGE: 3.0 FT SEISMIC SURCHARGE: 10H REFER TO GEOTECHNICAL REPORT BY TERRA ASSOCIATES, 2015. DS ALLOWABLE BEARING CAPACITY: 3,000 PSF 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:52:13 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.33 DETENTION VAULT GENERAL NOTES 2'-6" 5'-0"3'-0"COL. BEYOND ALT. DIRECTION OF HOOKS GRID DWL TO MATCH VERT. REINF. - EMBED & LAP PER GEN. NOTES CMU INFILL WALL WHERE SHOWN ON PLAN1 1 MARK DIMENSIONS REINF. EA. WAY"B""W""T" F14.0x8.0 14'-0"8'-0"3'-4"(14) #8 T & B (N/S) (7) #8 T & B (E/W) F12.5 12'-6"12'-6"4'-0"(14) #10 BOT. (14) #6 TOP "t" 3" CLR TOP SECTION CLR. BOT. 6" MAX. TYP. 3" 2" CLR. AT SIDES NOTES: 1.CENTER ALL FOOTINGS ON COLUMN OR COLUMN PAIR ABOVE EXCEPT AS SHOWN OTHERWISE. 2.FOOTINGS SHALL BEAR ON UNDISTURBED OR COMPACTED MATERIAL, SEE GENERAL NOTES. REINF. (EVENLY SPACED) DOWEL"B ""W" S E C T IO N NORTHTYP. TYPICAL CONCRETE SPREAD FOOTING DETAILS F11.5 11'-6"11'-6"4'-0"(13) #10 BOT. (13) #6 TOP F10.0 10'-0"10'-0"3'-3"(11) #9 BOT. (11) #6 TOP F9.5 9'-6"9'-6"3'-0"(10) #9 BOT. (10) #9 TOP F7.5 7'-6"7'-6"30"(8) #8 BOT. (8) #6 TOP F4.0 4'-0"4'-0"12"(4) #5 BOT.1'-3"3'-0" WIDE CLOSURE POUR 2'-0" 5'-0"1'-0"6"2" CLR 2" CLR. 10" 2'-0" 2½"VARIES1½" CLR. E.S. 2" #5 @ 18" O.C. #5 @ 9" O.C. 5" S.O.G. BOND BREAKER P.T. SLAB JOINTS PER ARCH. SOG REINF. (5) #5 TOP AND BOT. DEVELOP 2'-0" OR EPOXY DOWEL W/ 8" EMBED INTO ADJACENT FTG- SPLICE 3'-0" AS REQ'D 3" CLR. TYP. BOT. & SIDES WALL IS DESIGNED TO CANTILEVER DURING CONSTRUCTION #4 @ 12" O.C.36" 36" SEE PLANS DOWELS TO MATCH VERT. SIZE & SPACING SEE PLANS (3) #6 T&B LAP 3'-0" #4 @ 12" O.C. LAP 2'-0" AS REQ'D - PROVIDE EPOXY DOWELS INTO COL.#5 @ 6" O.C. LAP 2'-6" AS REQ'D 5"7'-0"1'-3"3'-6"1 1/2" CLR. 2'-0" 21/2"5"VARIES1'-6"3" CLR.5"6"1'-0" MAX. 8" MIN. (6) #5 TOP & BOT #6 @ 12" O.C. RET. WALL DOWELS TO MATCH VERTS SIZE AND SPACING #5 @ 10" O.C. EACH FACE, SPLICE 3'-4" AS REQUIRED. PROVIDE EPOXY DOWELS INTO COL. (4) #4x3'-0" EPOXY DWL'S BTWN COL'S - EMBED 8" #4 @ 15" O.C.1'-2"1'-2" ADD (1) #4 2 1 S.O.G. REINF. GRID 10" #5 @ 12" O.C. #4 @ 12" O.C. SOUTH OF GRID H 8"1'-6" MIN3" CLRMIN 1'-0" 6" 0 " 1 ' - 1 1 / 8 " 6" CURB LAP SPLICE - SEE GEN. NOTES (2) #5 CONT. SPLICE 2'-6" AS REQ'D (2) #4 CONT. SPLICE 2'-6" AS REQ'D EPOXY DOWELS TO MATCH WALL VERT. REINF. 8" CMU MASONRY WALL TYPICAL THICKENED SLAB FOOTING FOR NON-BEARING 8" MASONRY WALLS 2 1 1'-0"1'-0"#4 DOWEL @ 15" O.C. - EMBED 6" SEE PLANS SEE PLANS #5 BARS @ 8" O.C. EA. FACE SKEW HOOKS AS REQ'D 2" CLR3" CLR2'-0"5'-6"1 8"6" 6" CONC. WALL PER PLAN #4 @ 12" O.C. @ 5 WALL - PROVIDE DOWELS @ PERPENDICULAR WALL #4 @ 12" O.C. @ 5 WALL W/ 90° HOOK°- @ G.C. OPTION DRILL AND EPOXY EMBED DOWEL 8" MIN. 2 3"3" CLR.12"8" #4 @ 14" O.C. 24" (3) #4 EA. WAY (3) #4 EA. WAY BLOCKOUT FOR SHAFT SUMP - VERIFY LOCATION W/ ELEVATOR SUPPLIER L2x2x1/4 W/ (2) 1/2"7 EXP. ANCHORS - TYP. (4) SIDES EMBED 3½" TYPICAL ELEVATOR PIT 24" 24" #4 @ 14" O.C. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/2/2017 11:18:56 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.00 TYPICAL FOUNDATION DETAILS 1" = 1'-0"S3.00 1 FOOTING SECTION 1/16" = 1'-0"S3.00 2 DETAIL 1" = 1'-0"S3.00 4 SECTION 1" = 1'-0"S3.00 5 RAMP SECTION 1" = 1'-0"S3.00 3 SECTION 1" = 1'-0"S3.00 6 SECTION 3/4" = 1'-0"S3.00 7 SECTION 1 11/04/16 ADDENDUM 2 2 03/02/17 RFI 068 2'-0"12"2'-0" 2" MIN. TYPICAL CONTROL JOINT FOR SLAB ON GRADE TOOLED JOINT R=1/8" TYPICAL CONSTRUCTION JOINT FOR SLAB ON GRADE 1/8" SAWCUT x 1/4 SLAB DEPTH - SAW WITHIN 4 TO 12 HOURS OF POURING SLAB - FILL W/ MASTIC CARPENTER DOWEL TYP. CONT. 1x2 NOM. SHEAR KEY AT MID-DEPTH CARPENTER DOWEL TYP. CONC. COL. PER PLAN S.O.G. PER PLAN FINISH GRADE LEAN CONC. PER PLAN TYP. SLAB REINF. ELEVATOR PIT PER 6 S3.00 (2) #5 CONT. GRADE BM PER PLAN 2 1 1 COL. & CONN. PER STAIR BIDDER DESIGNER LAP PER GEN. NOTES (4) #5 E.W. T&B PER PLAN REINF. PER SCHED.1'-6"FTG. PER PLAN 2"2"2"2" 1/2" OVERSIZED HOLE W/ - WASHERCOL. PER PLAN 5/8" BRG - 1" 1" NON-SHRINK GROUT (4) 5/8". A.B. W/ DBL. NUT & 1/2"x3" - WASHER - EMBED 7" MIN. REINF. PER SCHED. (E) P.T. SLAB (E) FDN WALL & FTG CONC. S.O.G. PER PLAN CONC. COL. PER PLAN CONC. G.B. PER PLAN LEAN CONC. 1 2 MIN (E) S.O.G. 8" CONC. WALL W/ #5 @ 12" O.C. E.W. CTR'D ON PIER - REPLACES W10 FOR DECK BRG LEVEL 3 (2) #5 #5 DWL 12"x18" FTG W/ (2) #5 DWL INTO PIER & GR. BMRETAINING WALL - DRILLED NEAR PIER C.J. IN WALL 8" CONC. CURB WALL- SEE 2 S2.14 6" CONC. WALL - SEE PLAN GR. BM BEYOND BEND DOWN INTO SLAB ON MTL DECK 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 3/2/2017 11:19:02 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.01 TYPICAL SLAB ON GRADE DETAILS 1" = 1'-0"S3.01 1 SECTION NO SCALES3.01 2 SECTION 1" = 1'-0"S3.01 3 SECTION NO SCALES3.01 4 DETAIL 1/2" = 1'-0"S3.01 5 SECTION 1/2" = 1'-0"S3.01 6 SECTION 1 11/04/16 ADDENDUM 2 2 03/02/17 RFI 068 1 " 2" TYP. 9" SPLICE PER COL. SPLICE SCHED. TYP. 5/8 " 2" TYP. 5/8 " VERT. REINF. PER SCHED. TIES PER SCHED. LEVEL P1 5/8 " 2" TYP. MATCH COL. BARS SIZE & SPACING TYP. 1 1 / 2 " 4" TYP. TYPICAL GRAVITY COLUMN DETAILS BAR SIZE SCHEDULE CONCRETE COLUMN LAP SPLICES FOR f'c=4,000 psi SPLICE LENGTH #7 2'-8" #8 3'-1" #9 3'-6" #10 3'-11" #11 4'-4"24"24"24"1 1 / 2 "1 1 /2" 1½" CLR. TO TIES TYP. TIES - ALT. HOOKS TYP. TYPICAL 24"x24" COLUMN C1 TYPICAL 24"x36" COLUMN C2 1½" CLR. TO TIES TYP. TIES - ALT. HOOKS TYP. GRID GRID LEVEL P9 LEVEL P8 LEVEL P7 LEVEL P6 LEVEL P5 LEVEL P4 LEVEL P3 FDN COLUMN SIZE 24"x24" #5 @ 5" O.C. 24"x36" NOTES: 1. WHEN REINFORCEMENT IS NOT CALLED OUT USE REINFORCEMENT FROM LEVEL BELOW 2. SPLICES ARE OPTIONAL - CONTRACTOR COORDINATE 3. DOWELS TO MATCH VERTICAL SIZE AND SPACING - TYPICAL 4. USE STANDARD HOOKS WHERE SHOWN IN ELEVATION #4 @ 5" O.C. GRAVITY COLUMN REINFORCING SCHEDULE C1 C2 MARK LEVEL VERT. HORIZ. VERT. HORIZ.(4) #10 & (8) #9VERT. REINF. PER SCHED. 36" GRID VERT. REINF. PER SCHED.TYP. LEVEL LEVEL P9 5/8 " 1" MAX. OVERPOUR - TYP. DOWNTURN BM (8) #11(12) #11NOTE: REINFORCING SHOWN AS AN OPEN BAR ARE LOCATIONS WHERE THE SMALLER BAR SHOULD BE PLACED WHEN TWO SIZES ARE CALLED OUT IN SCHEDULE.(4) #10 & (4) #718"x22" #4 @ 5" O.C. C3 VERT. HORIZ.(4) #10 & (4) #718"1 1 /2" TYPICAL 18"x22" COLUMN C3 1½" CLR. TO TIES TYP. TIES - ALT. HOOKS TYP. GRID VERT. REINF. PER SCHED. 22" (4) #10 CORNER BARS 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:27:31 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.10 TYPICAL COLUMN DETAILS 1" = 1'-0"S3.10 1 TYPICAL GRAVITY COLUMN DETAILS 1 " 2" TYP. 1 " 2" TYP. VERT. REINF. PER SCHED. TIES PER REINF. SCHED. LEVEL P3 2" TYP. MATCH COL. BARS SIZE & SPACING - ORIENT DOWEL HOOK INWARD TOWARDS COL. TYP. 1 1 / 2 " 4" TYP. TYPICAL FRAME COLUMN DETAILS 18"1 1 / 2 " TYPICAL 18"x36" COLUMN FC-2 1½" CLR. TO TIES TYP. U.N.O. TIES - ALT. HOOKS TYP. GRID VERT. REINF. PER SCHED. - SEE NOTE BELOW36" TYP. LEVEL LEVEL P9 5/8 " 1" MAX. OVERPOUR - TYP. 1 " EXTEND (4) CORNER BARS TO BEAR ON CONC. BELOW AT CONTR. OPTIONEQ.EQ.9" SPLICE AT MID CLEAR SPAN PER COLUMN SPLICE SCHEDULE TYP. UPTURNED BM EQ.EQ.9" SPLICE AT MID CLEAR SPAN PER COLUMN SPLICE SCHEDULE TYP. UPTURNED BM EXTEND (4) CORNER BARS TO BEAR ON CONC. BELOW AT CONTR. OPTION 24"1 1 / 2 " TYPICAL 24"x48" COLUMN FC-1 1½" CLR. TO TIES TYP. U.N.O. TIES - ALT. HOOKS TYP. GRID VERT. REINF. PER SCHED. - SEE NOTE BELOW48" EQ EQ EQ EQ 6"6"EQ EQ NOTE: REINFORCING SHOWN AS AN OPEN BAR ARE LOCATIONS WHERE THE SMALLER BAR SHOULD BE PLACED WHEN TWO SIZES ARE CALLED OUT IN SCHEDULE. BAR SIZE SCHEDULE CONCRETE COLUMN LAP SPLICES FOR f'c=4,000 psi SPLICE LENGTH #7 2'-8" #8 3'-1" #9 3'-6" #10 3'-11" #11 4'-4" LEVEL P9 LEVEL P8 LEVEL P7 LEVEL P6 LEVEL P5 LEVEL P4 LEVEL P3 #4 @ 5" O.C. #4 @ 4½" O.C. GRAVITY COLUMN REINFORCING SCHEDULE FC-1MARK LEVEL VERT. HORIZ. VERT. HORIZ. FC-2 (4) #10 & (10) #8(14) #10(4) #10 & (8) #7(4) #10 & (8) #9FDN COLUMN SIZE 24"x48" 18"x36" NOTES: 1. COLUMN ELEVATION VARIES - SEE PLAN. 2. WHEN REINFORCING IS NOT CALLED OUT, USE REINFORCING FROM LEVEL BELOW.(4) #10 & (10) #824"x48" #4 @ 5" O.C. #4 @ 5" O.C.* *TIES MAY BE PROVIDED WITH HOOKS PER FC-1 AT LEVEL P5 & ABOVE FC-3 24"x48" COLUMN FC-324"1 1 / 2 " 1½" CLR. TO TIES TYP. U.N.O. TIES GRID VERT. REINF. PER SCHED. - SEE NOTE BELOW48" EQ EQ EQ EQ (4) #10 & (10) #89"EXTEND TIES 24" MIN. BELOW TOP OF FTG 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:27:34 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.11 TYPICAL COLUMN DETAILS 1" = 1'-0"S3.11 1 TYPICAL FRAME COLUMN DETAILS 6' -0 " PERIMETER WALL WHERE SHOWN IN PLAN 2½" DRAINAGE WASH WHERE SHOWN IN SECTIONS & DETAILS 7 1 / 2 " 1 ' - 4 1 / 2 " 2'-0" 5½" P.T. SLAB ELEVATION PER PLAN TYPICAL REFERENCE FLOOR ELEVATION DETAIL 2'-6"2'-0" WASH 2½"5½"4"8"EQ.EQ.EQ.1½" MIN. CLR. 2" 2¾" 3" CLR. TYP. E.S. SEE PLANS TYPICAL MOMENT FRAME BEAM SECTION DRIP REVEAL (12) #4 BTWN COLS2'-8"ADD #4 SPLICE 2'-0" AS REQ'D 1½" MIN. CLR. SLOPE 1/4"/FT #4 CONT. #4x3'-0" @ 24" O.C. HOOK'D (2) #4 CONT. OMIT WASH AT ENCLOSED STAIRS, LOBBIES, STORAGE ROOMS, AND BEHIND ELEVATORS 4' - 6 1 / 2 " 6" CURB W/ 1½" GAP AT EA. END BTWN CURB & COL.3'-6 1/2"SLOPE 1/4"/FT 5"8"5" L8 CONC BM PER PLAN FUTURE SKY BRIDGE TOP CHORD & CONNECTION TO EMBED 0 BY SKY BRIDGE DESIGNER EMBED 0 1"x1'-6"x1'-6" - INSTALL LEVEL W/ (6) 3/4"1x2'-3" DBA - PROVIDE 2" CLR TO DBA IN E/W DIRECTION PT SLAB PER PLAN NOTES: 1. TYPICAL REINF. NOT SHOWN FOR CLARITY. 2. NO LATERAL FORCE TRANSFER FROM SKY BRIDGE IN DIRECTION LONGITUDINAL TO SKY BRIDGE (PROVIDE SLIP CONNECTION PER SKY BRIDGE DESIGNER). 3. MAX LATERAL FORCE TRANSFER FROM SKY BRIDGE IN DIRECTION TRANSVERSE TO SKY BRIDGE IS 25 KIPS (ULTIMATE) PER TOP CHORD. INSTALL TEMPORARY CONC. CURB PER 2 S3.12 L7 PT SLAB PER PLAN CONC. BM PER PLAN BENT 0 ¼" CONT. W/ ½"1 x 3" STUD @ 12" O.C. EMBED 0 1" x 1'-0" x 1'-6" W/ (6) ¾"1 x 20" D.BA. PROVIDE 2" CLR EDGE DIST. SKY BRIDGE BOT. CHORD & FLR FRM'G PER SKY BRIDGE DESIGNER TRANSVERSE LOAD ATTACHMENT PER SKY BRIDGE DESIGNER SEISMIC JOINT NOTES: 1. TYPICAL REINFORCEMENT NOT SHOWN FOR CLARITY. 2. SKY BRIDGE DESIGNER TO DESIGN ATTACHMENT FOR SLIP (NO LOAD TRANSFER) IN DIRECTION LONGITUDINAL TO SKY BRIDGE. 3. MAX LATERAL FORCE TRANSFER FROM SKY BRIDGE IN DIRECTION TRANSVERSE TO SKY BRIDGE IS 12.5 KIPS (ULTIMATE) PER BOTTOM CHORD.3"2"8"2"STUD WALL PER ARCH. 1 1 2'-0" 8" 3/4"2¾" TYP.5½"#4 @ 12" O.C. 2" CLR 3/4" REVEAL TYP @ C.J. (4) #4 CONT. 2 1/2" WASH TYP. OMIT WASH AT ENCLOSED STAIRS, LOBBIES, STORAGE ROOMS, AND BEHIND ELEVATORS SEE TYP. DETAILS FOR P.T. ANCHOR REINF. SEE PLAN FOR REINF. CALLOUTS TURN HOOK HORIZ. AS REQ'D3'-6 1/2"CLR TYP. SLOPE 1/4"/FT REINF. PER PLAN 1 1/2" GAP @ END BTWN CURB AND COL. 2 2'-6"2'-0" WASH 2½"5½"4"8"1½" MIN. CLR.EQ.EQ.EQ.1½" MIN. CLR. 2" 2¾" 3" CLR. TYP. E.S. SEE PLANS TYPICAL MOMENT FRAME BEAM SECTION DRIP REVEAL (12) #4 BTWN COLS2'-8"ADD #4 SPLICE 2'-0" AS REQ'D SLOPE 1/4"/FT #4 CONT. #4x3'-0" @ 24" O.C. HOOK'D (2) #4 CONT.6" CURB W/ 1½" GAP AT EA. END BTWN CURB & COL. OMIT WASH AT ENCLOSED STAIRS, LOBBIES, STORAGE ROOMS, AND BEHIND ELEVATORS 4'-6 3/8"3'-6 1/2"SLOPE 1/4"/FT 2G 2 1/2"SEE PLAN FOR REINF. CALLOUTS ALTER STIRRUP SHAPE ALONG OPENINGS TURN HOOK HORIZ. AS REQ'D1 " 3/4" CLR SEE TYP. DETAILS FOR P.T. ANCHOR REINF. SE E 4 S3.12SEE REINF. PER PLAN 2'-0" OMIT WASH AT ENCLOSED STAIRS, LOBBIES, STORAGE ROOMS, AND BEHIND ELEVATORS 3'-6 1/2"SLOPE 1/4"/FT 1 1 1/2" GAP @ END BTWN CURB AND COL. 2 X GRID 8" GALV. PIPE SLEEVE BY OTHERS TRIM PER 4 S3.60 P.T. BM TENDONS4" CLR MIN.GRID GRID P.T. BM TENDONS OUTLINE OF P.T. BM DECKED GIRDER BARS BM SPLICE BARS GIRDER BOT. BARSHARPED P.T. TENDONS 9"9" 1 '- 6"ADD STIRRUPS @ 3" O.C. P.T. GIRDER/P.T. BEAM INTERSECTION TENDON LOW POINT TENDON LOW POINT P.T. SLAB - REINF. NOT SHOWN #4 @ 12" O.C. @ 18" O.C.#4 12" 12" 4" CONC. TOPPING W/ #5 @ 18" O.C. E.W. RIGID INSULATION (25 PSI MIN.) 4" CONC. SIDE WALL 3/4" CLR24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:35 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.12 CONCRETE DETAILS 1/2" = 1'-0"S3.12 1 DETAIL 1" = 1'-0"S3.12 2 SECTION 1" = 1'-0"S3.12 8 SECTION 1" = 1'-0"S3.12 9 SECTION 1" = 1'-0"S3.12 4 SECTION 1" = 1'-0"S3.12 3 SECTION 1" = 1'-0"S3.12 5 SECTION 1" = 1'-0"S3.12 6 PLAN DETAIL 1" = 1'-0"S3.12 7 SECTION 1" = 1'-0"S3.12 10 SECTION 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 SLAB EXTENDS ONE SIDE ONLY STIRRUPS PER SCHED. - ALT. DIRECTION OF HOOK TYP."d" PER SCHED.SIDE BARS PER SCHED. 1 '- 2" "w" PER SCHED. FOR DETAILS & CALLOUTS IN COMMON SEE 1 3.40 BEAM SECTION - SLAB ON ONE SIDE OF BEAM3" CLR"d" PER SCHEDULE1'-2 1/8" "w" PER SCHEDULE SIDE BARS PER SCHED. STIRRUPS PER SCHED. - ALT. DIRECTION OF HOOKS FOR DETAILS & CALLOUTS IN COMMON SEE 1 S3.40 3" CLR TYP.3" CLR TYP.1 1 / 2 " 1½" CLR TOP ROW 10"4" 2"1'-8"2" 6" 2"2" 4" 3/4"’x6" HEADED STUDS ) 3/4" EMBED ) 3"4"3" EQ.EQ.HSS TUBE THICKNESS + 1/8" MAX. EMBED ) CONC. BM 5/16 6 TYP. T&B 3/4" EMBED ) L2x2x1/4x0'-5" T&B HSS PER PLAN - BM ) 5/16"x6"x5"1 1 /2"1 1 /2"1 1 /2"1 1 /2" 1½" 1½" EQ. - OF 7/8"’ A325N PROVIDE HORIZ. LONG SLOTTED HOLES IN ANGLE & STD. HOLES IN BMS #5x6'-0" TYP. CENTERED OVER EA. HORIZ. ROW OF STUDS - PROVIDE ACI STD. 90° HOOK @ BARS WHICH CANNOT BE EXTENDED (6) 3/4"’x8" STUDS 3/16TYP. T&B 2 1/2"2"1/2" 2½" 2" ½" . STEEL EMBED CONNECTION 8"SOUTH FRAME BM TYP. VERT. FIN. ) 1/2"x7" - GALV. ) 3/8"x7"x8" W/ (4) 7/8’ A325N BOLTS - GALV. HORIZ. FIN. ) 3/8"x7" - GALV.1") 1/4"x7"x7" W/ (2) VERT. SLOTTED HOLES W/ (2) 7/8"’ A325N BOLTS - GALV. EMBED )3/4"x6"x8" W/ (4) 1/2"’x6" HEADED STUDS @ 3" O.C. 1/4 1/4 1/4 1/41 1/2"5"1 1/2"P.T. SLAB & BM PER PLAN - TYP. REINF. NOT SHOWN FOR CLARITY CONT. TRENCH DRAIN #5 @ 18" O.C. W/ FORM SAVER P.T. TENDON STRESSING POCKET 2" CLR TYP.1 1/2" CLR#5 @ 18" O.C. LAP 2'-6" W/ FORM SAVERS #5 CONT. @ 18" O.C. INTENTIONALLY ROUGHEN SURFACE TO 1/4" AMPLITUDE6"PROVIDE SAME MIX AS @ POUR STRIPS SLOPE 1/4"/FT FOR DETAILS & CALLOUTS IN COMMON SEE 5 S3.12 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:49:10 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.13 CONCRETE DETAILS 1" = 1'-0"S3.13 1 SECTION 1" = 1'-0"S3.13 2 SECTION NO SCALES3.13 3 DETAIL 1" = 1'-0"S3.13 4 SECTION 1" = 1'-0"S3.13 5 SECTION NO SCALES3.13 6 SECTION 1 11/04/16 ADDENDUM 2 TOP REINF. BOT. REINF.24" "w" 30" "d" x MF1 (2) #9 & (2) #10 #5 @ 4" O.C. TYPICAL CONCRETE MOMENT FRAME SCHEDULE TYP. EXT. SPAN (2) #9 & (2) #10 SAME AS EXTERIOR SPAN TYP. INT. SPAN TIES SIDE REINF. TYP. EXT. SPAN (2) #6 EA. FACE SAME AS INTERIOR SPAN SAME AS INTERIOR SPAN NOTES: 1. BEAM ELEVATIONS ARE NOT TO SCALE. 2. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 3. (E) INDICATES TYPICAL EXTERIOR SPAN. 4. (I) INDICATEDS TYPICAL INTERIOR SPAN. 36" TYP. U.N.O. TOP REINF. BOT. REINF.24" "w" 30" "d" x MF2 (3) #9 #4 @ 4" O.C. (3) #9 SAME AS EXTERIOR SPANTIES SIDE REINF. #6 EA. FACE SAME AS INTERIOR SPAN SAME AS INTERIOR SPAN (2) #9 & (2) #10 (2) #9 & (2) #10 (3) #9 (3) #9 NOTE: REPRESENTS A LENTON TERMINATOR. STANDARD HOOKS MAY BE SUBSTITUTED AT CONTRACTORS OPTION IF DEEMED PLACEABLE BY CONTRACTOR. #5 @ 6" O.C.#5 @ 6" O.C. #4 @ 5½" O.C.#4 @ 5½" O.C. #5 @ 4" O.C.#5 @ 6" O.C.#5 @ 6" O.C. #4 @ 4" O.C.#5 @ 5½" O.C.#5 @ 5½" O.C. LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" 1.3 1.7 2 3 3.3 3.7 42.2 2.81 LEVEL 6 99'-4" LEVEL 7 109'-10" LEVEL 8 120'-4" LEVEL 9 130'-10" BEAMS PER PLAN BEAMS PER PLAN MF2 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF2 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF2 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) 1.91.61.4 3.1 3.4 3.63.5 LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" 1.31.722.32.733.33.74 1 LEVEL 6 99'-4" LEVEL 7 109'-10" LEVEL 8 120'-4" LEVEL 9 130'-10" MF2 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF1 (E) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF2 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) MF1 (I) 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:27:48 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.20 CONCRETE MOMENT FRAME SCHEDULE 1/16" = 1'-0"S3.20 1 MOMENT FRAME ELEVATION - GRID A 1/16" = 1'-0"S3.20 2 MOMENT FRAME ELEVATION - GRID P TOP REINF. BOT. REINF.18" "w" 30" "d" x MF3 (2) #8 TYP. TYPICAL CONCRETE MOMENT FRAME SCHEDULE TYP. EXT. SPAN (2) #8 TYP. SAME AS EXTERIOR SPAN TYP. INT. SPAN TIES SIDE REINF. TYP. EXT. SPAN (2) #6 EA. FACE SAME AS INTERIOR SPAN SAME AS INTERIOR SPAN NOTE: REPRESENTS A LENTON TERMINATOR. STANDARD HOOKS MAY BE SUBSTITUTED AT CONTRACTORS OPTION IF DEEMED PLACEABLE BY CONTRACTOR. NOTES: 1. BEAM ELEVATIONS ARE NOT TO SCALE. 2. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 3. (E) INDICATES TYPICAL EXTERIOR SPAN. 4. (I) INDICATEDS TYPICAL INTERIOR SPAN. 36" TYP. U.N.O. TOP REINF. BOT. REINF.18" "w" 30" "d" x MF4 (3) #7 (3) #7 SAME AS EXTERIOR SPANTIES SIDE REINF. (2) #6 EA. FACE SAME AS INTERIOR SPAN SAME AS INTERIOR SPAN (2) #8 TYP.(2) #8 TYP. (3) #7 (3) #7 TYP. DECKED (2) #7 x 13'-10" TYP. DECKED (2) #7 x 13'-10"ADD (2) #7 x 20'-0" DECKED CTR'D OVER SUPPORT TYP. DECKED (2) #7 x 13'-10" TYP. DECKED (2) #7 x 13'-10" ADD (2) #7 x 20'-0" DECKED CTR'D OVER SUPPORT #4 @ 5" O.C.#4 @ 4" O.C.#4 @ 5" O.C. #4 @ 5" O.C.#4 @ 4" O.C.#4 @ 5" O.C. #4 @ 5" O.C.#4 @ 4" O.C.#4 @ 5" O.C. #4 @ 5" O.C.#4 @ 4" O.C.#4 @ 5" O.C. LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" A B C D E F G H I J K L M N O PC.5 LEVEL 6 99'-4" LEVEL 7 109'-10" LEVEL 8 120'-4" LEVEL 9 130'-10"BEAMS PER PLANBEAMS PER PLAN8" UPTURNEDBEAMS PER PLAN8" UPTURNED BM PER PLAN MF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" ABCDEFGHIJKLMNOPC.5 LEVEL 6 99'-4" LEVEL 7 109'-10" LEVEL 8 120'-4" LEVEL 9 130'-10"8" UPTURNEDBEAMS PER PLANMF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E)BEAMS PER PLANMF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF3 (I) MF4 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E) MF3 (E)BEAMS PER PLANBEAMS PER PLAN24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:27:53 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.21 CONCRETE MOMENT FRAME SCHEDULE 1/16" = 1'-0"S3.21 2 MOMENT FRAME ELEVATION - GRID 4 1/16" = 1'-0"S3.21 1 MOMENT FRAME ELEVATION - GRID 1 6" 1 '- 1 1 5/ 8"6" CLR. TYP. ORIENT HOOK AS SHOWN ON SECTIONS & DETAILST E X T LAP REINFORCING PER SCHEDULE WHEN BAR LENGTHS ARE NOT CALLED OUT IN BEAM ELEVATION - TYP. SIDE BARS WHERE NOTED ON BEAM ELEVATION LAP AS TOP BAR CENTER ADDED BOTTOM BARS AT MID-SPAN U.N.O. TYPICAL END SPAN 2" TYP. 2" TYP. HOOK BARS WHERE SHOWN ON BEAM ELEVATION 3" CLR. SCHEDULE CONCRETE BEAM LAP SPLICES FOR f'c = 5000 psi BAR SIZE BOTTOM BARS TOP BARS #4 #5 #6 #7 #8 #9 #10 #11 1'-11" 2'-4" 2'-10" 4'-1" 4'-8" 5'-3" 5'-11" 6'-6" 2'-5" 3'-0" 3'-8" 5'-3" 6'-0" 6'-9" 7'-8" 8'-6" NOTE: "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THEM.TYPICAL POST-TENSIONED GIRDER SECTION "w" 1½" CLR. TYP. 1 1 / 2 " 3" CLR. BM TOP REINF. 1 1 / 2 " 2½" CLR. TO TIES 5 1 / 2 " SLAB THICKNESS PER PLANS 30"MIN. TYP. 1" CLR. DECKED BOT. BARS SPLICE BAR BM BOT. REINF. (3) #10x10'-2" (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 16" O.C. (4) #6x6'-0" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB N 3"2'-0"2'-0"24 1/2"24 1/2"(24) P.T. TENDONS STRESS (12) FROM EACH END CENTER HARP @ P.T. BM 38" P TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG1 (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 16" O.C. (2) #11 (4) #6x6'-0" D 3"2'-0"2'-0"24 1/2"24 1/2"(22) P.T. TENDONS STRESS (11) MIN. FROM EACH END CENTER HARP @ P.T. BM 38" B TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG2 (3) #10x10'-2" (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 12" O.C. (3) #10 (4) #6x6'-0" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB N 3"2'-0"25 1/2"25 1/2"(24) P.T. TENDONS STRESS (12) FROM EACH END CENTER HARP @ P.T. BM 38" P TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG3 (3) #10x10'-2" (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 12" O.C. (2) #11 (4) #6x6'-0" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB D 3"2'-0"2'-0"24 1/2"24 1/2"CENTER HARP @ P.T. BM 38" B (24) P.T. TENDONS STRESS (12) FROM EACH END TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG4 POST-TENSIONED GIRDER SCHEDULE SPAN 1MARK NOTES: 1.FINAL EFFECTIVE TENDON FORCE SHALL NOT BE LESS THAN 26.8k. 2.BEAM ELEVATIONS ARE NOT TO SCALE. 3.CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 10'-2 3/4" AT SIM. PROVIDE (8) #5 @ 9" O.C. - 12" O.C. @ SIM. (2) #11 - (2) #9 & (2) ADD'L #9 DECKED @ SIM. 2'-0" (3) #10x10'-2" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB 1 1 1 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:38 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.30 POST-TENSIONED GIRDER SCHEDULE 3/8" = 1'-0"S3.30 1 TYPICAL CONCRETE GIRDER DETAILS 1 02/24/17 CP-03 TYP. 8" TYP. 8" 1 1 / 2 " 1½" CLR.TOP BARS 1 " 1 1 / 2 " 1 1 /2" 1½" CLR. 1" CLR. DECKED BOT. BARS BOT. BARS 14" 1" DRAFT BEAM SECTION - SLAB ON BOTH SIDES OF BEAM SCHEDULE CONCRETE BEAM LAP SPLICES FOR f'c = 5000 psi BAR SIZE BOTTOM BARS TOP BARS #4 #5 #6 #7 #8 #9 #10 #11 1'-10" 2'-4" 2'-9" 4'-0" 4'-7" 5'-2" 5'-10" 6'-6" 2'-5" 3'-0" 3'-7" 5'-3" 6'-0" 6'-9" 7'-7" 8'-5" NOTES: "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THEM. 5"PER SCHEDULEPER SCHEDULE P.T. TENDONS 1 '- 1 1 5/ 8" 1 ' -6 3 /4 " 2" TYP. 2" TYP. HOOK BARS WHERE SHOWN ON BEAM ELEVATION ORIENT HOOK AS SHOWN ON SECTIONS & DETAILST E X T LAP REINFORCING PER SCHEDULE WHEN BAR LENGTHS ARE NOT CALLED OUT IN BEAM ELEVATION SIDE BARS WHERE NOTED ON BEAM ELEVATION LAP AS TOP BAR CENTER ADDED BOTTOM BARS AT MID-SPAN U.N.O. CENTER ADDED TOP STEEL OVER SUPPORT STIRRUP SIZE AND SPACING SEE BEAM SCHEDULE FOR 2" 2" FIRST STIRRUP TYP. TYPICAL END SPAN TYPICAL INTERIOR SPAN COL. OR BM SUPPORT TYP. 6" CLR. TYP. 6" 4"4" ADD (2) STIRRUPS E.S. ADD #5x4'-0" E.F. 8"6 SCHED. 40 GALV. PIPE SLEEVE - LOCATED AT MIDSPAN OF ALL PT BMS SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 3SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (4) #5x6'-0" (9)#4 @ 12" O.C.#4 @ 24" O.C.(9)#4 @ 12" O.C.26 1/2"(2) #8 (4) #5x6'-0" 14" "w" 36" "d" x 26 1/2"(16) P.T. TENDONS 3"2'-0"2'-0" (4) #8x10'-8" WIDTH SUPPORT PTB1 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (12)#4 @ 12" O.C.#4 @ 24" O.C.(16)#4 @ 9" O.C.(16)#4 @ 9" O.C.#4 @ 24" O.C.(16)#4 @ 9" O.C.(18)#4 @ 9" O.C.#4 @ 24" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (4) #8x18'-8" (4) #6 x 20'-0" (14) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0" 3'-0"29 1/2"29 1/2"14" "w" 36" "d" x (2) #9x20'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (7)#4 @ 12" O.C.(15)#4 @ 11" O.C.(15)#4 @ 11" O.C.#4 @ 24" O.C.(15)#4 @ 11" O.C.(15)#4 @ 11" O.C.#4 @ 24" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (12) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0"3"4 1/2"3'-0"3'-0"2'-0"3'-0"33 1/2"33 1/2"14" "w" 36" "d" x #4 @ 24" O.C. (2) #9x20'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8PTB3 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 2 3 4 (2) #9x20'-0" (4) #5x6'-0" (6)#4 @ 12" O.C.#4 @ 24" O.C.(16)#4 @ 9" O.C.26 1/2"(2) #9 (10) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0"(2) #9x30'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 PTB2 3"3'-0"3'-0"3"2'-0" SIDE BARS 22 1/2"3"(1) #5x20'-0" E.F. 1 S3.13 (4) #8x18'-8" (4) #6 x 20'-0" SIDE BARS 22 1/2"(1) #5x20'-0" E.F. 1 S3.13 3"2'-0" SIDE BARS (1) #5x20'-0" E.F. (4) #8x18'-8" (4) #6 x 20'-0" 2 S3.13 18 1/2"TYP. @ SLAB OPN'G TYP. @ SLAB OPN'G (16)#4 @ 9" O.C. #4 @ 24" O.C. (16)#4 @ 9" O.C. #4 @ 24" O.C. #4 @ 24" O.C. (19) #4 @ 9" O.C. @ SIM. (19) #4 @ 9" O.C. @ SIM. (19) #4 @ 9" O.C. @ SIM. (9)#4 @ 11" O.C.(28)#4 @ 8" O.C.#4 @ 24" O.C. TYP. @ SLAB OPN'G NONE NONE NONE NONE NONE NONE 3'-0"2'-0" 3'-0"3"3'-0"33 1/2"2'-0"33 1/2"3"#4 @ 24" O.C. 3.5 14" "w" 36" "d" x PTB4 18"18"30"2'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:50:24 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.40 POST-TENSIONED BEAM SCHEDULE 3/8" = 1'-0"S3.40 1 TYPICAL CONCRETE BEAM DETAILS 1 01/13/17 CP-01 SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 3SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT (4) #5x6'-0" (16)#4 @ 9" O.C.#4 @ 24" O.C.(16)#4 @ 9" O.C.26 1/2"(2) #9 (4) #5x6'-0" 14" "w" 36" "d" x 26 1/2"(16) P.T. TENDONS 3"2'-0"2'-0" (4) #8x10'-8" WIDTH SUPPORT PTB5 GRID GRID TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (12)#4 @ 12" O.C.#4 @ 24" O.C.(21)#4 @ 8" O.C.(21)#4 @ 8" O.C.#4 @ 24" O.C.(21)#4 @ 8" O.C.(21)#4 @ 8" O.C.#4 @ 24" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (14) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0"29 1/2"29 1/2"14" "w" 36" "d" x PTB6 (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 (4) #8x30'-0" TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (9)#4 @ 12" O.C.(15)#4 @ 10" O.C.(15)#4 @ 10" O.C.#4 @ 24" O.C.(15)#4 @ 10" O.C.(15)#4 @ 10" O.C.#4 @ 24" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (12) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0" 14" "w" 36" "d" x #4 @ 24" O.C. (2) #9x20'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8PTB7 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 2 3 4 (2) #9x20'-0" (4) #5x6'-0" (7)#4 @ 12" O.C.(16)#4 @ 9" O.C.(16)#4 @ 9" O.C.#4 @ 24" O.C.(16)#4 @ 9" O.C.(9)#4 @ 11" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0" #4 @ 24" O.C. (2) #9x30'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #113"6" ATSIM.10"ATSIM.2'-0" 2'-0"3'-0"3'-0"3'-0"3"SIDE BARS NONE NONE SIDE BARS (1) #5x20'-0" E.F. SIDE BARS (1) #5x20'-0" E.F. NONE NONE NONE NONE (1) #5x20'-0" E.F. (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 22 1/2"3"2'-0"3'-0" (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 3"4 1/2"3'-0"3'-0"3'-0"33 1/2"33 1/2"22 1/2"3"2'-0"3'-0" 14" "w" 36" "d" x PTB8 (10) P.T. TENDONS 3.5 #4 @ 24" O.C.#4 @ 24" O.C. (4) #8x18'-8" (4) #6 x 20'-0"18 1/2"33 1/2"33 1/2"3"18"18"30"2'-0"3'-0"3'-0"3'-0"3'-0"3'-0"4"3'-0"2'-0" 2 S3.13 TYP. @ SLAB OPN'G 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:28:05 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.41 POST-TENSIONED BEAM SCHEDULE SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (2) #9x30'-0" (4) #5x6'-0" (10)#4 @ 12" O.C.(10)#4 @ 12" O.C.#4 @ 24" O.C.26 1/2"(2) #8 (2) #6x8'-0" (2) #8x30'-0" 14" "w" 36" "d" x #4 @ 24" O.C. PTB9 (12) P.T. TENDONS (2) #5 (CANTILEVERED SPAN)3"3'-0"2'-0"32 1/2"3'-0"2'-0"30"TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (2) #9x30'-0" (4) #5x6'-0" (18)#5 @ 10" O.C.(18)#5 @ 10" O.C.#5 @ 24" O.C.26 1/2"(2) #8 (2) #6x8'-0" (2) #8x30'-0" 14" "w" 36" "d" x #5 @ 24" O.C. PTB10 (18) P.T. TENDONS (14) @ SIM. (2) #5 (CANTILEVERED SPAN)3"3'-0"2'-0"32 1/2"3'-0"30"TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (4) #5x6'-0" #4 @ 24" O.C.26 1/2"(2) #8 (4) #5x6'-0" 14" "w" 36" "d" x 26 1/2"(6) P.T. TENDONS 3"2'-0"2'-0" (4) #8x10'-8" WIDTH SUPPORT PTB13 TOP REINF. BOT. REINF. TIES (4) #5x7'-2" P.T. (2) #5 WIDTH SUPPORT GRID GRID (4) #5x6'-0" #4 @ 6" O.C. (4) #6 (4) #5x6'-0" 18" "w" 18" "d" x (4) #5x7'-2" WIDTH SUPPORT PTB14 NONE TOP REINF. BOT. REINF. TIES (4) #8x13'-8" W/ STD HOOK P.T. (2) #6 WIDTH SUPPORT 2.8 1.9 (4) #5x6'-0" #4x @ 10" O.C. (3) #8 24" "w" 24" "d" x (3) #8 x 13'-8" W/ STD HOOK WIDTH SUPPORT PTB16 NONE 2.2 WIDTH SUPPORT SEE SPAN 1 2' -8 1 /4 " LAP SPLICE PER 1 S3.40 (4) #8 x 20'-0"(2) #6 (4) #8 CONT. TOP REINF. BOT. REINF. TIES P.T. WIDTH SUPPORT 2.8 #5x @ 12" O.C.24" "w" 38" "d" x PTB17 NONE 2.2 WIDTH SUPPORT (2) #5 (5) #10 CONT. TOP REINF. BOT. REINF. TIES P.T. WIDTH SUPPORT 2.2 #4x @ 10" O.C.24" "w" 24" "d" x PTB19 NONE 1.9 WIDTH SUPPORT (2) #5 (3) #8 CONT. POST-TENSIONED BEAM SCHEDULE SPAN 1MARK (5) #10 x 8'-2"(5) #10 x 8'-2" (5) #5 x 6'-0"(5) #5 x 6'-0" (3) #8 x 7'-2"(3) #8 x 7'-2" (4) #5 x 6'-0"(4) #5 x 6'-0" 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:49:34 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.42 POST-TENSIONED BEAM SCHEDULE 1 11/04/16 ADDENDUM 2 SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 3SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (13)#4 @ 12" O.C.#4 @ 24" O.C.(18)#4 @ 9" O.C.(18)#4 @ 9" O.C.#4 @ 24" O.C.(18)#4 @ 9" O.C.(18)#4 @ 9" O.C.#4 @ 24" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (16) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #9 (4) #8x30'-0" SIDE BARS (1) #5x20'-0" E.F. NONE NONE (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 26"29"22 1/2"3 1/2"2'-0"3'-0"3'-0"3'-0" 14" "w" 36" "d" x PTB20 18" "w" 36" "d" x @ SPAN 3 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (8)#4 @ 12" O.C.#4 @ 24" O.C.(20)#4 @ 9" O.C.(20)#4 @ 9" O.C.#4 @ 24" O.C.(20)#4 @ 9" O.C.(20)#4 @ 9" O.C.#4 @ 24" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (14) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 (4) #8x30'-0" SIDE BARS (1) #5x20'-0" E.F. NONE NONE (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 22 1/2"14" "w" 36" "d" x PTB21 4"4 1/2"3"29"29"2'-0"3'-0"3'-0"3'-0"3'-0"2'-0"4"3"3'-0" 1 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID GRID GRID (2) #9x20'-0" (4) #5x6'-0" (8)#4 @ 10" O.C.#4 @ 24" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C.#4 @ 24" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C.#4 @ 24" O.C.(8)#4 @ 10" O.C.26 1/2"(2) #8 (16) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 (4) #8x30'-0" SIDE BARS NONE NONE (4) #8x10'-8" (4) #5x6'-0" 2' - 4 " 2' - 4 "26 1/2"3'-0"3'-0" 14" "w" 36" "d" x PTB22 3'-0"3'-0"3"28" 25" @ SIM. 3" 3" 4½" @ SIM. 28" 25" @ SIM. BOT. REINF. P.T. WIDTH SUPPORT GRID GRID GRID GRID (4) #5x6'-0"(2) #8 WIDTH SUPPORT (4) #5x6'-0" (2) #5 14" "w" 36" "d" x PTB23 (2) #9x20'-0" INSIDE STIRRUPS NONESIDE BARS NONE (2) #9x20'-0" DECKED INSIDE STIRRUPS (2) #8x10'-8"(2) #5 (2) #8x10'-8" TOP REINF. (2) #8(4) #5x6'-0" (2) #6x20'-0" DECKED (4) #5x6'-0"TIES (8)#4 @ 10" O.C.#4 @ 24" O.C.(10)#4 @ 8" O.C. #4 @ 24" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C.(16) P.T. TENDONS 3"NONE NONE (12) P.T. TENDONS STRESS (4) P.T. TENDONS STRESS (4) P.T. TENDONS (2) #9x20'-0" INSIDE STIRRUPS (2) #9x20'-0" DECKED INSIDE STIRRUPS 3"3' - 0 " PER PLAN SAME AS SPAN 1 SAME AS SPAN 1 SAME AS SPAN 1 3"3'-0"3"3'-0" BOT. REINF. P.T. WIDTH SUPPORT GRID GRID GRID GRID (4) #5x6'-0"(2) #8 WIDTH SUPPORT (4) #5x6'-0" (2) #5 14" "w" 36" "d" x PTB24 (2) #9x20'-0" INSIDE STIRRUPS NONESIDE BARS NONE (2) #9x20'-0" DECKED INSIDE STIRRUPS (2) #8x10'-8"(2) #5 TOP REINF.(2) #8(4) #5x6'-0" (2) #6x20'-0" DECKED (4) #5x6'-0" TIES (8)#4 @ 10" O.C.#4 @ 24" O.C.(10)#4 @ 8" O.C. #4 @ 24" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C. (12) P.T. TENDONS 3"NONE (4) P.T. TENDONS 3' - 0 " PER PLAN SAME AS SPAN 1 SAME AS SPAN 1 3"(2) #8x10'-8"(2) #5 (2) #9x20'-0" INSIDE STIRRUPS (2) #9x20'-0" DECKED INSIDE STIRRUPS 3"3"3"3'-0" 2'-0"2'-0"3"4' - 2 1 / 2 " 3'-0"4' - 2 1 / 2 "3"3'-0"3'-0"3"26 1/2"26 1/2"2'-0"2'-0"3"3'-0"3"3'-0" 4' - 2 1 / 2 "26 1/2"4' - 2 1 / 2 "26 1/2"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:50:29 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.43 POST-TENSIONED BEAM SCHEDULE 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 GRADE BEAM SCHEDULE MARK TOP REINF. BOT. REINF. STIRRUPS 5'-0" "w" 3'-0" "d" x ADD'L (4) #11 x 40'-0" TOP GB "A" 4 3.7 1.3 1 12'-0" TYP. ADD'L (6) #11 x 18'-0" BOT. CTR'D ON COL. TYP. AT INTERNAL COLS U.N.O. ADD'L (9) #14 x 50'-0" BOT. ADD'L (9) #14 x 50'-0" BOT. (6) #11 BOT. TYP. U.N.O. #6 x @ 12" O.C. 4' -0 " COL. WIDTH PROVIDE STD HOOKS AT CORNERS TYPICAL INTERIOR COLS2 S3.51 1 S3.51 TOP REINF. BOT. REINF. STIRRUPS 5'-0" "w" 3'-0" "d" x GB "1" A B 10'-0" TYP. ADD'L (5) #10 x 18'-0" BOT. CTR'D ON COL. TYP. ADD'L (5) #10 x 20'-0" AT END SPAN COLS TYP. (5) #10 BOT. TYP. U.N.O. #6 x @ 12" O.C. 4' -0 " COL. WIDTH 3 S3.51 C P O N ADD'L (4) #11 x 40'-0" TOP (5) #11 TOP TYP. U.N.O. PROVIDE STD HOOKS AT CORNERS (5) #10 TOP TYP. U.N.O. TOP REINF. BOT. REINF. STIRRUPS 5'-0" "w" 3'-0" "d" x GB "P" 4 3.7 3 1 11'-0" TYP. ADD'L (6) #11 x 13'-6"(6) #11 BOT. TYP. U.N.O. #5 x @ 12" O.C. 4' -0 " COL. WIDTH PROVIDE STD HOOKS AT CORNERS 4 S3.51 5 S3.51 (5) #11 TOP TYP. U.N.O. 2 1.4 4 S3.51 (13) #11 x 9'-6" TRANS. ADD'L (1) #11 & (7) #14 DECKED x 40'-0" (13) #11 x 9'-6" TRANS. SPREAD FTG EXTENTS PER PLAN 1 0 '- 0 " #6 @ 12" O.C. *FOR STIRRUPS AT TRANSVERSE BARS SEE 5 S3.03 PROVIDE STD HOOKS AT CORNERS ADD'L (2) #11 x 30'-0" ADD'L (1) #11 & (6) #14 DECKED x 40'-0" @ 4" O.C.#6 x #6 x @ 12" O.C. @ 4" O.C.#6 x #6 x @ 12" O.C.#6 x @ 4" O.C. TYP. @ LAP SPLICES #6 x @ 4" O.C. TYP. @ LAP SPLICES 1 1 '- 0 " #5 x @ 4" O.C. TYP. @ LAP SPLICES 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:28:17 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.50 GRADE BEAM SCHEDULES NO SCALES3.50 1 TYPICAL BEAM SCHEDULE 3'-0"5'-0" 2" 2" CLR AT TOP TYP. 2" 2" CLR AT SIDES TYP. 3" CLR AT BOT. TYP. 3" * REFER TO S3.50 FOR SECTION CUT LOCATION 3'-0"5'-0" * REFER TO S3.50 FOR SECTION CUT LOCATION TYP.1" CLR#11 BARS #14 BARS 3'-0"5'-0" * REFER TO S3.50 FOR SECTION CUT LOCATION 3'-0"5'-0" * REFER TO S3.50 FOR SECTION CUT LOCATION #14 BARS #11 BARS 1" CLR TYP.10'-0" * REFER TO S3.50 FOR SECTION CUT LOCATION GRADE BEAM EXTENTS BEYOND 3'-0"1'-2"1'-2" #5 TIES x @ 12" O.C. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:28:21 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.51 GRADE BEAM SECTIONS 1" = 1'-0"S3.51 1 FOOTING SECTION 1" = 1'-0"S3.51 2 FOOTING SECTION 1" = 1'-0"S3.51 3 FOOTING SECTION 1" = 1'-0"S3.51 4 FOOTING SECTION 1" = 1'-0"S3.51 5 FOOTING SECTION *NOTE: REINFORCING SHOWN AS AN OPEN BAR ARE LOCATIONS WHERE ADDITIONAL REINFORCEMENT IS TO BE PLACED WHEN CALLED OUT PER 1/S3.02 2'-9" MIN.5 1 / 2 " PT SLAB THICKNESS - SEE PLAN NOTE: BOLLARD/EMBED DESIGNED FOR 1,500# HORIZ. LOAD AT 2'-9" ABOVE FINISH FLOOR TO AVOID P.T. SLAB DAMAGE. GALV. 6"$ STD PIPE - FILL W/ CONC. f'c=3,000 PSI MIN.1'-6"1"$ X-STR PIPE 3/4"$ THREADED ROD (GR 36) . WASHER & JAM NUTS . 1/2" x 8"$ TOP & BOT. W/ HOLE FOR PIPE (4) #5 x 5'-6" T&B TYPICAL REPLACEABLE BOLLARD 1/4TYP. T E X T END SPAN EQ. EQ. INTERMEDIATE EQ EQ TYP. U.N.O. INT. SPAN EQ. EQ. SPAN POUR STRIP EQ.EQ. STRESSING SPAN WHERE OCCURS SEE PLAN PLAN SEE "b""a" INFLECTION POINTS 12" STRAIGHT U.N.O. 1 3 /8 " HIGH POINT SEE PLANTERMINATE ADDDED TENDONS (ANCHOR AT NA)INTEMEDATE STRESSING JOINTS HIGH POINT SEE PLAN 5/8 " C.G.S. AS NOTED ON PLANS 6 3/ 4 " INFLECTION POINTST E X T SEE PLAN 3'-0" POUR STRIP NA NOTES: "a" = INFLECTION POINT AT O.1L U.N.O. "b" = INFLECTION POINT AT O.2L FOR INTERMEDIATE STRESSING SPAN. "NA" = MID-DEPTH FOR UNIFORM THICKNESS SLAB. TYPICAL ARRANGEMENT OF POST-TENSIONED PROFILES SEE S1.00 FOR ADDITIONAL SLAB REINFORCEMENT SCHEDULE. 1 MAXIMUM CURVATURE TYP.12" MIN.T E X T 12 1 7/8 " 8" MIN. CLR. TENDON * HAIRPIN PER 3 S3.60 * WHERE TENDON CURVATURE EXCEEEDS 1:12 TYPICAL TENDON PLACEMENT AT OPENING 24" OR LARGER STRAIGHT 3'-0" MIN. OPENING OR CENTER OF TENDON TURN EDGE OF OPENING WHERE IT OCCURS P.T. TENDON SEE PLAN TENDON HAIR PIN SECTION A-A A-A P.T. SLAB #4 HAIR PIN @ 12" O.C. PERP. TO TENDONSTYPICAL HAIRPIN AT TENDON TURNS 1 '- 8" 28" 2 1 /4 " 3" CLR. 28" MIN. 2 1 /2 " 6 5/ 8 " 3/8 "2 5/ 8 " 1 /2" 6 5/ 8 " 1'-6" TYP. 3" CLR. TYP. 6" CLR. TYP. 1'-6" TYP. TENDON 2" CLR. TYP.2" CLR. TYP. (1) #5 T&B TYP. (1) #5 T&B TYP. REINF. FOR OPENINGS 6"-24" IN SLAB SINGLE OPENINGS OF SMALLER DIMENSION DO NOT REQUIRE TRIM BARS. TYPCIAL TRIM BARS AT SLAB OPENING TENDON 1 1 / 4 " "W" 2"TYP.45°SLAB EDGE 2½" CLR.2½" CLR. TENDON GALVANIZED STEEL PIPE INSERT (SCHED. 40) IS REQ'D WHEN SLAB PENETRATION IS WITHIN 45 BRG CONE OF TENDON ANCHOR PENETRATIONS FARTHER THAN 3 TIMES THE DIAMETER (D) OR WIDTH (W) BUT NOT LESS THAN 18" MIN. FROM ANCHOR, DO NOT REQUIRE STEEL PIPE INSERT PENETRATION WITH DIMENSIONS GREATER THAN 6" REQUIRE TRIM REBAR PER TYP. DETAIL. NO CORING OF POST-TENSIONED ALLOWED. ALL PENETRATIONS SHALL BE SLEEVED OR FORMED. PROVIDE REINF. PER 4/S3.60. 1. 2. 3W OR 3D 18" MIN. OPENINGS AT P.T. ANCHOR"D"#4 CONT. T&B TIED TO ANCHOR - TYP. CHAIRS AT 3'-0" O.C. MAX. PT TENDON NAEQ.EQ.PLANSEE1 1 /2" 2" MAX. 12" DEAD END AT DISTRIBUTED TENDONS SUPPORT BARS 42" O.C. MAX. #4 T&B TIED TO ANCHORS EXTEND 12" BEYOND LAST ANCHOR SUPPORT BARS 42" O.C. MAX. NA ENCAPSULATED ANCHORS TYP. SEE GEN. NOTES SLAB STRESSING END ANCHOR PT TENDON STRESSING TAIL GROMMET EQ.EQ."T"#4 T&B TIED TO ANCHORS EXTEND 12" BEYOND LAST ANCHOR 2½"x3/4" CONT. KEY EA. SIDE OF POUR STRIP NA RE M O V E S H T ' G NAIL ANCHOR CASTING TIGHT AGAINST FORM SUPPORT BARS 42" O.C. MAX. INTERMEDIATE STRESSING ANCHOR REMOVE SHT'G 1'-6" MAX. FOR STRESSING 1ST POUR 2ND POUR 2½"x3/4" CONT. KEY EA. SIDE OF POUR STRIP P.T. SLAB - REINF. NOT SHOWN FOR CLARITY RE-SHORE SLAB AS REQUIRED - SLAB IS DESIGNED TO CANTILEVER UNDER SELF WEIGHT AFTER STRESSING CAULK PER ARCH. TYP. SEE PLAN FOR SLAB REINF. TYP.3"3" 1 " 3'-0" CLOSURE STRIP T E X T 1/2" TYP. 1. CLEAN JOINTS AND WET PRIOR TO PLACING CONCRETE. NOTES: 2. CLOSURE STRIP TO BE POURED NOT LESS THAN 28 DAYS AFTER STRESSING. BOLSTER OR CHAIR TYP. GRID GRID CHAIRS TYP. DISTRIBUTED P.T. TENDONS REF. PLAN 5'-0" EQ. SPACED 5'-0" EQ. SPACED < TEMPERATURE TENDON BOLSTER #4 SUPPORT BAR @ 42" O.C. MAX. - LAP 2'-0" NON-CORROSIVE DECK - INSERT AS REQ'D BY CONTRACTOR, PATCHING IS NOT REQ'D TEMPERATURE TENDONS MAY LAY DIRECTLY ON DISTRIBUTED P.T. TENDONS SYMMETRICIAL ABOUT < MIN. 24" TYP. U.N.O. ON PLANS (1) #5x3'-0" TOP & BOT. TYP. (2) #5 TOP & BOT. EA. SIDE NOTES: ALL OPENINGS LARGER THAN 24" SHALL BE TRIMMED AS SHOWN - FOR OPENINGS LESS THAN 24", SEE 4/S3.60 THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS 1. 2. TYPICAL TRIM BARS FOR INTERIOR OPENINGS IN SLAB > 24"4 3/ 8 " 3 7/ 8 " 1/2" CLR. 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:49:51 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.60 TYPICAL PT SLAB DETAILS 1" = 1'-0"S3.60 11 SECTION NO SCALES3.60 1 ELEVATION NO SCALES3.60 2 PLAN DETAIL NO SCALES3.60 3 SECTION NO SCALES3.60 4 PLAN DETAIL NO SCALES3.60 5 PLAN DETAIL NO SCALES3.60 6 SECTION NO SCALES3.60 7 SECTION NO SCALES3.60 8 SECTION NO SCALES3.60 9 SECTION NO SCALES3.60 10 DETAIL 1 11/04/16 ADDENDUM 2 NO SCALES3.60 12 DETAIL 1 I = (in. /ft.) TYPE "B" MIN. DECK PROPERTIES 20 GAUGE 4 3+S/-S = (in. /ft) .216 .235/.248 1 1 / 2 " SHEARED SIDE LAP CONN. @ 24" O.C. MIN. (5) 1/2"* EFFECTIVE PUDDLE WELDS AT EA. SUPPORT MIN. NOTES: 1. (2) SPAN MINIMUM, (3) PREFERRED. 2. AT SUPPORTS PARALLEL TO CORRUGATIONS, PROVIDE PUDDLE WELDS AT 24" ON CENTER MAXIMUM. 3. "SHEARED SIDE LAP" CONNECTION REFERS TO "PUNCHLOK" BY VERCO DECKING, INC. OR "DELTAGRIP" BY ASC STEEL DECK, OR PREAPPROVED EQUAL. TYPICAL ROOF METAL DECK 36" 6"1½"OPN'G3/16TYP. L3x3x1/4 TYP. 1 7 /8 " 2" MIN. 3/163/16TYP. STL BM NOTE: FOR HOLES 16"x16" OR SMALLER SEE HOLES SMALLER THAN 6"x6" REQUIRE NO FRM'G. 4 S4.00 6 BM 6 BM6'-0" MAX.TYPICAL FRAMING AT OPENINGS IN METAL ROOF DECK (MAX. LOAD = 600#) L3x3x1/4x0'-6" TYP. T E X T 1/8 1" SPOT WELD EA. FLUTE NOTES: 1. OPENINGS LESS THAN 6"x6" REQUIRE NO FRAMING. 2. FOR OPENINGS GREATER THAN 16" OR 75# LOAD SEE 3. OPENINGS SHALL HAVE 20" MIN. CLEAR BETWEEN THEM. 3/16 TYP.16" MAX.SDF df g df g TYPICAL AT ISOLATED OPENINGS IN NON- COMPOSITE METAL DECK LESS THAN 16" SQUARE CLOSURE BY MTL DECK MFR L3x3x3/16 x WIDTH OF OPNG +3'-0" 3 S4.00 5/16 HSS PER PLAN 2"L4x4x1/4x0'-4" (1) 7/8"* A325N THRU BOLT TYP. HSS PER PLAN1/4TYP. 2"2" : 3/16" CAP 1/8 WINDOW WASHING TIE-OFF - SEE ARCH. 1/4 1/4 : 3/8"x5"x1'-0" : 5/8"x12"x4'-0" 1/4 10"TYP. 1 1 1 TOP OF PARAPET - SEE ARCH3"TOP OF STEEL - SEE PLAN 2"2½" 1½" 6" 1½"3" O.C. SPACING T.O.S. WF BEAM W/ STD ROUND HOLES 5/16" 5/16" : 3/8" W/ SHORT SLOTTED HOLES 1/2" CLR. TYP. 2" MIN. BEAM TO BEAM SEE BEAM TO BEAM DETAIL FOR CALLOUTS IN COMMON BEAM DEEPER THAN SUPPORTING BEAM/GIRDER SIMILAR PROVIDE 1/2" MIN. RADIUS AT ALL COPE REENTRANT CORNERS 1 / 2 " C L R . T Y P . 1/2" CLR. TYP. SIZE & QTY OF BOLTS PER TABLE "A" 1½" MIN. BEAM TO BEAM SAME DEPTH 1 7 / 8 " (3) SIDES AT ALL EXT. BMS 1/4" (3) SIDES AT ALL EXT. BMS SUPPORTED BM SIZE # OF 7/8"* A325N BOLTS SHEAR : THICKNESS "A" WELD "W" NOTE 1. W10 2 3/8"5/16" W12, W14 3 W16, W18 4 W21 5 W24 6 W27 7 W30 7 5/16" TABLE A W33 8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 5/16" 5/16" 5/16" 5/16" 5/16" 5/16" NOTE: 1. WELD SIZE SHOWN IS FOR BEAM/GIRDERS FRAMING PERPENDICULAR INTO SUPPORTS. FOR SKEWED FRAMING CONNECTIONS - SEE TYPICAL STEEL DETAIL .2 S4.02 : 3/16" CAP W.P. 6 COL. TOP OF COL. SIZE & QTY OF BOLTS PER - PROVIDE STD HOLES IN BM & SHEAR : 6 S4.00 1/2" CLR. TYP. 2" 2½" T.O.S. HSS COL. 1 1 / 2 " 6" 1 1 / 2 " 1½" 3" O.C. SPACING1½" : 3/8" TYP. 5/16 5/16 TYP. TYPICAL BEAM FRAMING INTO HSS COLUMN T.O.S. 1/8 COL. CONTINUES ABOVE AT SIM. STIFF. : 1/4" WF PER PLAN : 3/4"xBM WIDTH W/ (4) 7/8"* A325N BOLTS @ STD GAGE HSS PER PLAN 1/4(3) SIDES 1 1/2"1 1/2" 1½" TYP. 5/16 COL. ABOVE @ SIM. 5/16 1 1 C.P. U.T. TYP. TOP & BOT.MOMENT CONNECTED BM FOR DETAILS & CALLOUTS IN COMMON SEE 6 S4.00 SUPPORTING BM TYPICAL SUPPORTING BEAM DEEPER THAN MOMENT CONNECTED BEAM C.P. U.T. TYP. TOP & BOT.MOMENT CONNECTED BM FOR DETAILS & CALLOUTS IN COMMON SEE 6 S4.00 TYPICAL MOMENT CONNECTION SUPPORTING BM WELD ACCESS HOLE PER AISC 360 1 S4.00FOR WELDING SEE BOND BM SOLID GROUTED MASONRY WALL MTL DECK SLOPE VARIES : 1/4"x5" CONT. BTWN JST W/ 5/8"* x6" HEADED STUDS SPACED 6" MAX. FROM END OF : & @ 4'-0" O.C. (INSTALL STUD PLUMB W/ WALL) TYPICAL CONNECTION OF METAL DECK TO TOP OF MASONRY WALL 1/4 P.T. SLAB PER PLAN BASE : 3/4" W/ (4) 5/8"* ANCHOR ROD 1" 1" NON SHRINK GROUT HSS COL. PER PLAN 2"2" : WASHER 1/2"x3"x2"-TYP.CLR3/4"0 IN WALL2"1/2" TYP.AT JAMB 1/2" TYP. AT CORNER2" TYP.1/2" TYP. 0 3 1/2" 2"2"2"2"OPN'G 1½" PIPE RISER SEE 3/16 3/16 3/16 3/16 NOTE: PROVIDE FRAMES IN ALL BAYS OVER WHICH MECHANICAL UNIT RESTS. VERIFY SIZE AND LOCATION OF UNIT WITH MECHANICAL CONTRACTOR 2 S-408 6 BM 6 BM TYPICAL MECHANICAL UNIT SUPPORT FRAME (MAX, WT ON THIS FRAME = 6000#) T E X TC6x8.2 AT ALL SIDES OF MECH. UNIT OUTLINE OF MECH. UNIT ABOVE L5x3x1/4 PROVIDE FRAME FOR OPENING THRU ROOF- SEE 6 S-406 DESIGN BAR JST FOR 2 KIP ADD LOAD WHERE OCCURS 3/16 MECH. UNIT FRAME L3x3x1/4 CONT. ALONG MECH. UNIT FRAME 9" HT AS REQ'D TO LEVEL MECH. UNIT & CLEAR DECK & INSULATION SUPPORT FRAME : 3/16"2"x3½" 1½"* PIPE RISER @ 4'-0" O.C. MAX. & WITHIN 1'-0" OF END OF UNIT RISER SUPPORT FOR MECHANICAL UNIT FRAME 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 1/12/2017 2:50:35 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S4.00 STEEL FRAMING DETAILS NO SCALES4.00 1 DETAIL NO SCALES4.00 3 DETAIL NO SCALES4.00 4 DETAIL NO SCALES4.00 5 DETAIL NO SCALES4.00 6 DETAIL NO SCALES4.00 7 DETAIL 1" = 1'-0"S4.00 8 SECTION NO SCALES4.00 9 DETAIL NO SCALES4.00 10 SECTION 1" = 1'-0"S4.00 11 SECTION NO SCALES4.00 2 DETAIL NO SCALES4.00 12 DETAIL 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3(5$5&+ 0$;+663(53/$177<3$77$&+72+66:3$)#2&,1),//678'6720$7&+:$//678'677<3$77$&+7207/'(&.:6&5(:#2&67$**(5('%03(53/$1&2113(56:$//,1),//678'63(53/$1($678'7<3)25:(/',1*6((07/'(&.3529,'(%/. *$65(4 '6D76/277('75$&.3(5)$67(1:52:63$)#2&'2127$77$&+*:%*<3685(%2$5'6+7 *729(57,&$//(*2)75$&.67/%0:+(5(2&&8563529,'(9(57,&/,36/$7($(;7678' $7$//-$0%6 3529,'(&/,36$7-$0%6$7(;7:$//3(1(75$7,216*5($7(57+$1 :,'(3529,'(3$)&/,3726758&785(7<352:66&5(:6#2&0,152:66&5(:6#2&52:66&5(:6#2&&2170,/{:6&5(:6#2&($('*(*$3$7522)678'7275$&.6/276381&+('3$5$//(/72678'3/80%678'D6/277('75$&.&211(&7,21:$//678'7<3,&$/121%($5,1*:$//(;7(1',1*726758&785($%29(:,'7+3(53/$1g/(*g6/27,167$//6&5(:)520%272)6/27[:$)(5+($'6&5(:7<3/2&$7($7&(17(52)6/277('+2/(6/276+$//%(:,'([g/21*#2&D{[[ :$6+(5:1876723 %27$1&+2552'+2/'2:1$62&&8563(53/$17<3,&$/3(17+286(:$//)5$0,1*678'63(53/$1678'65(4 '#+2/'2:16($678'7<36/$%3(53/$1}$%(0%('0,17$77$&+726/$%:3$)#2&(0%('g#6+($5:$//63529,'($'',7,21$/}$%#2&(0%('0,175$&.%/2&.3,(&(720$7&+:$//678'&/,3)/* %(1',167$//2&0$;$//675$366+$//%(&211(&7('72$7/($67%/2&.3529,'($'' /%/2&.($6,'($7',6&217,18286675$3:$//678'3529,'(%5,'*,1*#2&9(570$;($)/*7<36&5(:$77$&+0(170,1($6,'(7$870,/[g&217675$3($6,'(($)/*($678')8//+76+7 *6((127()$67(1:6&5(:0,1#2&0$;7<33529,'(%5,'*,1*#2&9(570$;7<30,1('*(',67$1&( [6&5(:',$6&5(:672&+$11(/ 678'g[g[G&/,3$1*/(7+,&.1(66+($9,(57+$1678'250,/0,1:(/'('$1*/(6&5(:('$1*/(8&2/'52//('&+$11(/237,21$/63/,&($7&/,3&/,3$1*/(3529,'('%/&/,3$1*/(($6,'($7%8678'6237,21%5,'*,1*&216,6762)&2/'52//('&+$11(/:,7+&/,3$1*/(0$;678'6,=(237,21%5,'*,1*&216,6762)6,1*/()/$7675$3:,7+%/2&.$1')8//+(,*+76+($7+,1*23326,7()$&(237,21)8//+76+($7+,1*($)$&(237,21%5,'*,1*&216,6762)'%/)/$7675$3:%/. *75$&.%/2&.3,(&(720$7&+:$//678'&/,3)/* %(1',167$//2&0$;$//675$366+$//%(&211(&7('72$7/($67%/2&.3529,'($'' /%/2&.($6,'($7',6&217,18286675$3)8//+76+7 *6((127(6&5(:$77$&+0(170,1($6,'()5$0(':$//7$870,/[g&217675$33529,'(%5,'*,1*#2&9(570$;127(6 48$/,),('6+($7+,1*6+$//%(*:%*<36+($7+,1*3:26%25685(%2$5'21/<$1'6+$//2&&85)8//+(,*+72):$//7<3,&$/%5,'*,1*$7121%($5,1*:$//g0$;g3/$13/$1127(6 %2;('-$0%678'66+2:1%$&.72%$&.-$0%678'63(50,77('$7&2175$&725237,21 )25&211(&7,21726758&785($%29(6((6 )25&211(&7,21726758&785(%(/2:6((6 6 +($'(5$1'678'66+$//%(&217,182861263/,&(6$//2:(':$//678'6&5(:7<31(67('6$7(;7:$//0,1$7(;7:$//76&5(:#2&7<3#&/,3)/* %(1'75$&.:6&5(:672-$0%25/[[0,/[/(667+$1678':,'7+:6&5(:6($/(*-$0%6((6&+('3(1(75$7,211(67('+($'(5 0$;3(1(75$7,216,=(127$//2:('$7'2256:$//678'6&5(:7<3,17:$//66(;7:$//66$7 0$;231 *27+(5:,6(67(;776&5(:#2&7<36&5(:6#2&7<36&5(:67<3&/,3)/* %(1'75$&.:6&5(:672-$0%25/[[0,/[/(667+$1678':,'7+:6&5(:6($/(*7[h:6&5(:672-$0%##-$0%6((6&+('8/(3(1(75$7,210,1%2;+($'(5 0$;3(1(75$7,218127<3,&$/121%($5,1*&)6:$//3(1(75$7,21DE-*8727&0*2 (1-&14&1*4.3***5 7 +4 88,33.7,9&98349&+4*<3.-8:98 7 7&9(:133*,**7.<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;<$/($9(18(1257+6($77/(:$6+,1*7213+21()$;352-12'$7(0$5. '$7( '(6&5,37,21352-(&77($0&,9,/$1'/$1'6&$3(6758&785$/(1*,1((50(&+$1,&$/$1'3/80%,1*(/(&75,&$/(1*,1((56&$/(&23<5,*+7k1%%-6+((77,7/(6+((7180%(5':*635(3$5('21$125,*,1$/6+((76,=(2);'&%$'&%$30&?B5HYLW0RGHOV?90&3DUNLQJ*DUDJHY&HQWUDOBGPRUIRUG3&6UYW 1257+*$5$*((;3$16,21&216758&7,21'2&80(176%$5*+$86(11'$9(6.(17:$3&66758&785$/62/87,216),567$9(67(6($77/(:$0$=(77,7+$9(:67(/<11:22':$:22'+$5%,1*(5$9(1(67(%(//(98(:$667((/)5$0,1*'(7$,/6 66(&7,21 66(&7,21 6'(7$,/ 6'(7$,/ 6'(7$,/ 5), 3'-8"4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 1" TYP.3'-8"4" 4" 4" 4" 4" 4" 4" 4" 4" 4"4"3'-8"4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 1¼"3'-8"4" 4" 4" 4" 4" 4" 4" 4" 4" 4"4"1" CLR. 1¼" END COL. HSS4x4x1/2x3'-10" GALV. STL W/ COVER MADE OF 3½x3½x3/16" STEEL TO CONCEAL STRESSING &MOUNTING HARDWARE. TYPICAL RAMP BARRIER CABLE DETAIL NOTES: 1.HOT DIP GALVANIZE ALL STEEL. 2.THE BARRIER CABLES SHALL NOT DEFLECT TO ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH THE RAIL. IF REQUIRED PROVIDE A 1/4"x2" PLATE WITH 1/4" DIA. "U" BOLTS AT EACH CABLE TO ELIMINATE ANY DEFLECTION. 3.SUBMIT SHOP DRAWINGS FOR ARCHITECTS AND ENGINEERS REVIEW. GALV. BARRIER CABLES INTERMEDIATE COL. PLAN END COLUMN CONC. SLAB CAULK AROUND STRAND WHERE IT ENTERS TUBE STEEL TO PREVENT MOISTURE FROM ENTERING THE WEDGE CAVITY (TYP. ALL STRANDS) INTERMEDIATE COLUMN ROUND CORNERS TYP. PROVIDE 2"- ACCESS HOLES AT CABLES . 1/2"x5"x4'-0" (GALV.) W/ 3/4"- x8" STUDS @ 6" O.C. . 1/2"x5"x4'-0" (GALV.) W/ 3/4"- x8" @ 8" O.C. GRID GRID GRID GRID . 1/2"x8"x4'-0" (GALV.) W/ 3/4"- x 8" STUDS @ 4" O.C. 3/16 . 1/2"x8"x4'-0" (GALV.) W/ 3/4"- x 6" STUDS @ 4" O.C. (1/4) (1/4) "t" SKEW ANGLE 0 DETAIL CASE W 3/8"CASE I 5/16 TABLE B CASE 1 CASE I CASE I CASE II CASE III CASE IV F 5/16 W 5/16 N 5/16 5/16 5/16 5/16 - 3/8 1/2 9/16 3/8 1/4* CP X 5 COL.5 COL.W.P. WF COL. NOTE: 1. THE NUT MAY BE PLACED ON THE ACUTE ANGLE SIDE OF SHEAR PLATE. WHEN THIS SITUATION OCCURS, THE BOLT ASSEMBLY MAY BE INSTALLED AS SNUG TIGHT IN LIEU OF FULLY PRETENSIONED. 2. PROVIDE A COMPLETE PENETRATION WELD OF THE SHEAR . TO THE SUPPORTING MEMBER WHERE THERE IS INSUFFICIENT CLEARANCE TO PLACE FILLET WELDS ON BOTH SIDES OF THE SHEAR .. 5 BM 5 B M REFER TO TABLE B FOR SHEAR . PREPARATION, WELDING REQUIREMENTS & BOLT LOCATION *W N IS THE EFFECTIVE THROAT OF A PARTIAL PENETRATION WELD FOR DETAILS & CALLOUTS IN COMMON SEE TYPICAL STEEL DETAILS &6 S4.00 7 S4.00 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" X ≤ 1/2 1/2 < X ≤ 2: 2: < X ≤ 5½ 5½ < X ≤ 7 7 < X < 12 X = 12 X < 12 FOR ADD'L INFO SEE TYPICAL STL DETAIL 5 OF WF GIRDER 12 X 5 OF WF BEAM REFER TO TABLE B FOR SHEAR . PREPARATION, WELDING REQUIREMENTS & BOLT LOCATION W F W N FACE OF SUPPORTING MEMBER BEVEL SHEAR .2 1/2"2" MIN. 5" MAX. 3/4" SHEAR . "t"Q W F W N 2" 2" MIN. 5" MAX. 3/4" 12 X SHEAR . "t" Q FACE OF SUPPORTING MEMBER CASE I CASE II W F (W )N 5 OF BOLT 5 OF BOLT 5 OF BOLT 2 1/2"2" MIN. 5" MAX. 3/4" SHEAR . "t" 12 12 Q C.P. U.T.2 1/2"2" MIN. 5" MAX. 5 OF BOLT 3/4" SHEAR . "t"X 12 Q CASE III CASE IV TYPICAL STEEL DETAIL AT ANGLED CONNECTIONS 2° < 0 ≤ 11° 0 ≤ 2° 11° < 0 ≤ 25° 25° < 0 ≤ 30° 30° < 0 < 45° 0 = 45° 0 > 45° 12 X 6 S4.00 HSS PER PLAN EMBED . 1/2"x6"x8" W/ (4) #7 WELDED BARS @ 4" O.C. . 1/2"x8" W/ LONG SLOTTED HOLES 3"1"1/4 1/4 TYP. 1/4 5" SLAB PER PLAN 1 2"2"1"1"5/8" MAX. HSS PER PLAN W/ (2) 7/8"- A325N BOLTS IN STD. HOLES 7" MIN.FOR DETAILS & CALLOUTS IN COMMON SEE 11 S4.00 .BM PER PLAN FOR DETAILS & CALLOUTS IN COMMON SEE 3 S4.02 .5" MIN.(4) 1/2"- WELDED HEADED STUDS 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 11/1/2016 3:50:06 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S4.02 STEEL FRAMING DETAILS 1" = 1'-0"S4.02 1 DETAIL 1" = 1'-0"S4.02 2 DETAIL 1" = 1'-0"S4.02 3 SECTION 1" = 1'-0"S4.02 4 SECTION 1 11/04/16 ADDENDUM 2 2@12 BACK-TO-BACK JAMB STUDS - SEE 5 S4.01 #8 SCREW @ 6" O.C. TYP. 43 MIL MIN. TRACK (FULL HT OF JAMB STUD) OR MATCH STUD THICKNESS, WHICHEVER IS GREATER - MIN. FLG WIDTH = 1¼" #8 SCREW @ 6" O.C. STAGGERED WALL PENETRATION ADD'L L3x AT WALL PENETRATION OVER 6'-0" WIDE TYP. NOTE: PROVIDE LOAD BEARING SHIMS OR GROUT BETWEEN UNDERSIDE OF WALL BOTTOM TRACK & SUPPORT BELOW AT STUD LOCATION WHERE GAP GREATER THAN 1/4" OCCURS. 1½" EQ. AT CONTR. OPTION U.N.O. ALT. JAMB ATTACHMENT AT FDN WALL L3x EA. SIDE OF JAMB STUD 5/8"2 EPOXY ANCHOR - EMBED 5" 1" 1/2" 1¼" TYP. L3x3x54 MIL x 1/2" LESS THAN STUD WIDTH - W/ (4) #8 SCREWS TO JAMB - W/ (2) P.A.F. TO CONC. (EMBED 1½" MIN.) #8 SCREW EA. STUD TYP. TEX T TYPICAL CFS JAMB STUD ATTACHMENT BOXED JAMB STUDS -SEE 5 S4.01 1/2"2 HOOKED A.B. @ 24" O.C. - EMBED 4" CMU WALL & REINF. PER PLAN CLOSURE PER DECK MFR L4x4x1/4 CONT. WT PER PLAN MTL DECK PER PALN - FOR WELDING SEE EQEQ1 S4.00 1" MAX. 2 (E) 3/4"2 COIL RODS W/ INSERTS (E) REINF. CONC. CURB - DEMO PER ARCH. EXPOXY PAINT EXPOSED REINF. (E) 5" P.T. SLAB - VERIFY P.T. LOCATIONS PRIOR TO DRILLING GALV. L5x3x3/8 W/ 1/2"2 SS EXP. ANCHORS @ 24 O.C. P.T. SLAB - PER PLAN EMBED - SEE SEISMIC JT COVER - SEE ARCH. (E) PRE-CAST PANEL - DEMO PER ARCH. SEISMIC JOINT AT EXISTING GARAGE 10" SEISMIC JT 6 S2.20 1 SLAB PER PLAN BM PER PLAN 4 3/8" W/ (4) 1/2"2 WELDED HEADED STUDS - EMBED 4" MIN. 1/4 1"8"1"1 1/2"4"1 1/2"1 HSS PER PLAN L3x3x3/8x0'-6" EA. SIDE OF BM TYP. TYP. TYP. TYP. 1/4 TYP. 1 1/4 1/4 1/4 1/4 HSS PER PLAN L4x4x1/4x0'-5" HSS PER PLAN W/ (2) 7/8"2 A325N BOLTS IN STD HOLES FOR DETAILS & CALLOUTS IN COMMON SEE 3 S4.021 CMU WALL PER PLAN(2) #5 FULL HT IN ADDITION TO REINF. PER PLAN ADD'L CONT. BOND BM @ TOP OF WALL 3/4" NON-SHRINK GROUT - DRY MIX PRIOR TO BM INSTALLATION 4 5/8"x4½"x0'-8" W/ (2) #5x2'-6" @ 6" O.C. WF BM PER PLAN CMU WALL BEYOND CLOSURE PER DECK MFR REINF. PER PLAN (2) #5 @ TOP OF WALL MTL DECK PER PLAN - FOR WELDING SEE 1 S4.00 1 1 /2" PROVIDE 1½" CLR FROM EDGE OF BM TO WALL EDGE BLOCK OUT CMU @ BM BRG - INFILL W/ SOLID GROUT 1/4 #5 BAR TO 4 TYP. 1/4 1/4 BM TO 4PER ARCH. 4'-0" MAX.1 ' - 0 " LAP SPLICE PER SCHED. 1 SLAB PER PLAN 1 1/2" CLRCURB PER PLAN (2) #4 CONT. #4 @ 18" O.C. (1) #4 CONT. STUDS PER PLAN TRACK PER PLAN FOR DETAILS & CALLOUTS IN COMMON SEE 3 S4.01 TYPICAL CFS FRAMING AT CONCRETE CURB 1 1/2" MAX. 1/2" SLAB & REINF. PER PLAN 4 5/8"x5½"x5½" W/ (1) 7/8"2 A325N BOLT IN VERT. SHORT SLOTTED HOLES SPLICE @ CONTR.'S OPTION 4 5/8"x4½"x8" W/ (2) 7/8"2 A325N THRU BOLTS IN VERT. SHORT SLOTTED HOLES HSS COL. PER PLAN 4 1/2" x COL. WIDTH x 1" WIDER THAN COL. WIDTH EMBED 4 3/8"x5½"x7" W/ (2) 3/42 HEADED STUDS @ 4" O.C. - EMBED 8" - STAIR BIDDER DESIGNER TO VERIFY CAPACITY OF STAIR LATERAL CONN. 1/4 1/4 5/16 4'-6" & 5'-6"SPLICE TO OCCUR BTWN1/4TYP. 1 24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/24/2017 2:05:41 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S4.03 STEEL FRAMING DETAILS 1" = 1'-0"S4.03 1 DETAIL 1" = 1'-0"S4.03 2 DETAIL 1" = 1'-0"S4.03 3 SECTION 1" = 1'-0"S4.03 4 SECTION 1" = 1'-0"S4.03 5 SECTION 1" = 1'-0"S4.03 6 SECTION 1" = 1'-0"S4.03 8 SECTION 1" = 1'-0"S4.03 7 SECTION NO SCALES4.03 9 SECTION 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 CROSS HATCHING AREA INDICATES EXTENT OF STRUCT. LINTEL NO PENETRATIONS PERMITTED WITHOUT PRIOR APPROVAL. FOR REQ'D DEPTHS SEE (16" MIN.)2 S5.00 2'-0" TYP. TYP. 2'-0" NORMAL WALL REINF. - SEE 2 S5.00 SPLICE ALL VERT. REINF. - SEE GENERAL NOTES PROVIDE DWL TO MATCH VERT. REINF. ADD'L VERT. REINF. IN CELL ADJACENT TO OPN'G EXTEND FULL STORY HEIGHT (TYP. ALL OPN'G GREATER THAN 4'-0" IN EITHER DIRECTION) LINTEL TOP REINF. TYP. BOND BM REINF. - LAP PER GENERAL NOTES ADD'L REINF. SAME SIZE AS BOND BM REINF. (TYP. ALL OPN'G GREATER THAN 4'-0" WIDE) T.O.C. LINTEL REINF. TYP. ALL OPN'G GREATER THAN 4'-0" WIDE GENERAL NOTESLAP PERVERT. BAR AT CORNER BOND BM REINF. STOP SHORT OF CORNER CELL CORNER BARS TYPICAL WALL REINFORCING AT CORNER GENERAL NOTES LAP PERGENERAL NOTESLAP PERTYPICAL WALL REINFORCING AT INTERSECTION VERT. BAR EA. SIDE OF INTERSECTION BOND BM REINF. STOP SHORT OF CORNER CELL CORNER BARS BOND BM REINF. RUN CONT. TYPICAL WALL REINFORCING AT END OF WALL END OF WALL OR EDGE OF OPN'G NORMAL VERT. AT ENDS OF WALLS NOTE: 1.SOLID GROUT ALL CELLS. LAY UP BLOCK IN RUNNING BOND PATERN 2.FOR TYPICAL WALL REINFORCEMENT SIZE AND LOCATION SEE 3.HOOK ALL REINFORCING THAT CANNOT BE EXTENDED. 4.TYPICAL REINFORCEMENT SHOWN. PROVIDE ADDITIONAL REINFORCEMENT WHERE NOTED ON PLANS OR DETAILS. 5.PROVIDE (1) #4 MIN. AROUND OPENINGS GREATER THAN 2'-0" BUT LESS THAN 4'-0" IN EITHER DIRECTION. EXTEND 2'-0" BEYOND FACE OF OPENINGS. 6.NO CONDUIT ALLOWED IN CELLS WITH REINFORCEMENT. 7.PROVIDE BAR POSITIONERS FOR VERTICAL REINFORCEMENT AT FIRST COURSE ABOVE AND BELOW BOND BEAMS. SEE GENERAL NOTES FOR POSITIONER TYPE. 2 S5.00 PER GENERAL NOTESLAP SPLICENOTE: 1.PROVIDE BOND BEAM WITH MINIMUM HORIZONTAL REINFORCEMENT SHOWN AT TOP OF ALL WALLS, UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. HOLLOW UNIT MASONRY WALL REINFORCING SCHEDULE WALL SIZE 6" CMU 8" CMU #4 @ 48" O.C.(2) #4 @ 48" O.C. #5 @ 48" O.C.(2) #5 @ 48" O.C. 15.5 -3'-6" 5'-6"8'-0" 7'-6"10'-0" 10'-9"13'-6" 12'-0"MAXIMUM SPANOF LINTEL31.5 39.5 47.523.5 MINIMUM DEPTH OF LINTEL LINTELS (SAME REINF. AS BOND BEAM) MINIMUM REINFORCEMENT * VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT * SEE PLANS & APPLICABLE DETAILS FOR WALL THICKNESS AND ANY SPECIAL REINFORCING. 4'-0" SEE 6/S5.OO FOR TOP OF WALL ATTACHMENT TO SLAB ABOVE YES YES BOND BM REINF. BOND BM UNIT BAR POSITIONER FIRST COURSE BELOW BOND BM BAR POSITIONER FIRST COURSE ABOVE BOND BM STOP GROUT POUR 1/2" BELOW 3/4" MIN. COVER AT GROUT POUR INTERMEDIATE GROUT POUR TYPICAL CMU WALL BOND BEAM VERT. REINF. EA. CELL ADJACENT TO C.J. BOND BM DISCONTINUOUS AT JT (EXCEPT AT BOND BM AT TOP OF WALL SHALL RUN THROUGH JT) PRE-FORMED PLASTIC C.J. CONT. RAKE OUT MORTAR 1½" MIN. EA. FACE W/ SEALANT & BACKING ROD EA. SIDE (SEE SPECS) NOTES: SEE PLAN FOR LOCATION OF CONTROL JOINTS. TYPICAL CMU WALL CONTROL JOINT BOND BM 3/4 " 3/4" MIN.2"3/4 " 3/4" MIN. NOTES: 1. BREAKOUT FACE SHELL AND REPLACE AS REQ'D FOR GROUT PLACEMENT. 2. PROVIDE 3/4" MIN. CLEAR WITH SEALANT AT VERTICAL JOINTS. TYPICAL AT TOP OF NON-BEARING MASONRY WALL EXTENDING TO BOTTOM OF CONCRETE FILL CELL W/ MORTAR AROUND BAR WHEN SETTING BLOCK 3/4"4 SMOOTH DOWEL EXTEND 2" INTO SLAB - 10" MIN. EMBED INTO GROUT - SPACE @ 4'-0" O.C. MIN. CONC. SLAB (BM WHERE OCCURS)FLEXIBLE SEALANT 1"4 CAST-IN CONC. SLEEVE INSERT EMBED 5 1/2"x4"x8" W/ (2) 3/4"4x6" HEADED STUDS 1/4 2@12 INFILL W/ SEAL WELD L4x4x1/4 -FULL HEIGHT COMPRESSIBLE INSULATION PER ARCH. CMU WALL PER PLAN CONC. COL. PER PLAN REINF. NOT SHOWN 4"24114 HESR MR.AKEMCLHAL O AL EOIN EEEPRFO S S GN NI RGTATSNOTAFOE W NIHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 1:28:49 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S5.00 TYPICAL MASONRY DETAILS NO SCALES5.00 1 TYPICAL HOLLOW UNIT MASONY WALL NO SCALES5.00 2 SCHEDULE NO SCALES5.00 3 DETAIL NO SCALES5.00 4 PLAN DETAIL NO SCALES5.00 6 DETAIL 1" = 1'-0"S5.00 5 DETAIL 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.04N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 RECESSED TRENCH DRAIN PTB10 SIM PTB10 PTB10 PTB10 SIM. PTB5 PTB5 PTB5 PTB5 PTB7 PTB8PTG4 PTG4PTB5 PTB24 PTB22 PTB5 PTB5 3'-0"CONSTRUCTION JT PTB13 PTB5 5 S3.12 6 S3.13 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 18"x24" CONC. DOWNTURN BMHSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 SIM. SIM.SIM.SIM.8" THICKENED SLAB BENEATH ENTRY RAMP10" THICKENED SLAB 24x24 CONC. BM 8" CONC. UPTURN CURB 4" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL 1.91.6 1.4 3.1 3.4 3.6HSSINDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2TYP.___ S4.03 4 4 S3.12 11" SEISMIC JT CUT AND RESUPPORT (E) PRECAST PANEL AT PEDESTRIAN ENTRANCE 5 S3.13 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 1 3 S4.03 1 1 1 SEE S1.00 FOR PLAN NOTES 1 4S4.02TYP. 3S4.024 S4.03 5 S4.03 1 MECH. PLENUM - 18 GA. MTL DECK W/ 6.5" OF CONC. TOPPING W/ 6x6-W2.9x.29 WWF SUPPORTED BY W6x15 STRUTS AT 8'-0" O.C. MAX. - SEE SEE ARCH./MECH. FOR LOUVER LOCATION 3 S2.15 1 9 S4.03 1 SEE FOR BOLLARDS 11 S3.60 2 2 1'-0"3 PTB184 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:52:50 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.04S LEVEL 4 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.04S 1 LEVEL 4 FRAMING PLAN SOUTH 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 069 4 04/26/17 CP-06 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.518'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.05N 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O. 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 24x24 DOWNTURN BM & 8x38 UPTURN CURB PTB10 SIM PTB10 PTB10 PTB 10 SIM. PTB5 PTB5 PTB5 PTB5 PTB7PTG4 PTG4PTB8 PTB5 PTB24 PTB22 PTB5 PTB5 CONSTRUCTION JT 5 S3.12 6 S3.13 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 18"x24" CONC. DOWNTURN BMHSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 10" THICKENED SLAB 4" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB SEE S2.00 FOR RETAINING WALL SEE S2.00 FOR RETAINING WALL 1.91.6 1.4 3.1 3.4 3.6 PTB5 HSS4" CONC. TOPPING OVER RIGID INSULATION INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 10 S3.12 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2 TYP.___ S4.03 4 11" SEISMIC JT 4" WIDE SEISMIC JT - TYP. CUT AND RESUPPORT (E) PRECAST PANEL AT PEDESTRIAN ENTRANCE NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 1 1 SEE S1.00 FOR PLAN NOTES 1 3 S4.03 1 1 STOP LOWER SLAB AT EAST FACE OF CURB WALL STOP UPPER SLAB AT SOUTH FACE OF CURB WALL 1 1 4S4.02TYP. 3S4.024 S4.03 5 S4.03 FOR ADD'L REINF. AT OPENINGS SEE S3.60 TYP. 1 1 9 S4.03 1 SEE FOR BOLLARDS 11 S3.60 (1) ADD'L #4 x 15'-0" BOT. @ FAN ROOM CMU WALLS - TYP. 2 2 1'-0"3 4 PTB185 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:52:57 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.05S LEVEL 5 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.05S 1 LEVEL 5 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 069 4 03/17/17 CP-05 5 04/26/17 CP-06 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.06N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB C24x48TYP. @ GRID ATYP. @ GRID 1 U.N.O.C18x36TYP. @ GRID 4U.N.O. C18x36 SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 1 S3.12 TYP. 24x24 DOWNTURN BM & 8x38 UPTURN CURB PTB9 PTB9 PTB9 PTB9 PTB1 PTB1 PTB1 PTB1 PTB3PTG2 PTG2PTB4 PTB1 PTB24 PTB22 18"x24" CONC. DOWNTURN BM PTB1 PTB1 CONSTRUCTION JT 5 S3.12 6 S3.13 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP.HSS COL. PERBIDDERDESIGNER TYP.(3) PLCS STAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 10" THICKENED SLAB 4" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB 1.91.6 1.4 3.1 3.4 3.6 PTB1 HSS INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2 ___ S4.03 4 TYP. NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 11" SEISMIC JT CUT AND RESUPPORT (E) PRECAST PANEL AT PEDESTRIAN ENTRANCE 1 1 SEE S1.00 FOR PLAN NOTES 1 3 S4.03 1 4S4.02TYP. 3S4.024 S4.03 5 S4.03 1 1 1 9 S4.03 SEE FOR BOLLARDS 11 S3.60 1 2 2 1'-0"3 PTB184 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:03 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.06S LEVEL 6 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.06S 1 LEVEL 6 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 069 4 04/26/17 CP-06 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.07N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB3PTG2 PTG2PTB4 PTB1 PTB24 PTB22 18"x24" CONC. DOWNTURN BM PTB1 PTB1 CONSTRUCTION JT 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 9 S3.12 HSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB16 PTB16 10" THICKENED SLAB (1) ADD'L P.T. TENDON @ 60" O.C. 10" THICK PT SLAB 24x24 DOWNTURN BM 8x38 UPTURN CURB 1.91.6 1.4 3.1 3.4 3.6 PTB1 HSSSIM. INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2TYP.___ S4.03 4 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13SEE S1.00 FOR PLAN NOTES 1 1 4 S4.03 5 S4.03 4S4.02TYP. 3S4.02 1 1 SEE FOR BOLLARDS 11 S3.60 1 9 S4.03 1 2 2 1'-0"3 PTB184 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:09 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.07S LEVEL 7 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.07S 1 LEVEL 7 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 069 4 04/26/17 CP-06 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x38 UPTURN BM TYP. @ GRID A U.N.O. 24x36 P.T. GIRDER TYP. U.N.O. 14x36 P.T. BM TYP. U.N.O. 8" UPTURN CURB GAP - TYP. 5½" P.T. SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.08N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10"RAMP UP8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 RECESSED TRENCH DRAIN PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB1 PTB21PTG2 PTG2PTB4 18"x24" CONC. DOWNTURN BM CONSTRUCTION JT ADD'L 14x36 P.T. BM 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12 TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. 8 S3.12 HSS COL. PERBIDDERDESIGNER TYP.(3) PLCSSTAIR AND LANDINGS PER BIDDER DESIGNER PTB19 10" THICKENED SLAB 5'-0" 4" THICK x 8" TALL CONC. CURB DOWNTURN BM & 8x38 UPTURN CURB UPTURN BM AT SUPPORT FOR FUTURE SKYBRIDGE 10" THICK PT SLAB 1.91.6 1.4 3.1 3.4 3.6 PTB17 PTB22 PTB24 PTB5 PTB5 PTB5 PTB5 3'-0"HSSINDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2TYP.___ S4.03 4 5 S3.13 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 4S4.02TYP. 3S4.024 S4.03 5 S4.03 1 RAMP - ADD ALT. #1 SEE S1.00 FOR PLAN NOTES 1 SEE FOR BOLLARDS 11 S3.60 1 9 S4.03 1 2 2 1'-0"3 PTB184 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:15 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.08S LEVEL 8 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.08S 1 LEVEL 8 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 069 4 04/26/17 CP-06 1 S3.201S3.211.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 2.2 2.8 1 C.5 18x38 UPTURN BM TYP. @ GRID 1 18x38 UPTURN BM TYP. @ GRID 4 24x36 PT GIRDER TYP. U.N.O. 14x36 PT BM TYP. U.N.O. 8x38 UPTURN CURB GAP - TYP. 5½" PT SLAB TYP. U.N.O.18'-0"18'-0"18'-0"21'-4"21'-4"11'-0"8'-4"19'-2"17'-6"/1 S1.09N 180'-6" 17'-10"20'-10"21'-4"60'-6"21'-4"20'-10"17'-10" 8x38 UPTURN CURB SEE FOR STEEL CABLE GUARD RAIL 1 S4.02 24x24 DOWNTURN BM & 8x38 UPTURN CURB PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB5 PTB21PT62 PT62PTB4 18"x24" CONC. DOWNTURN BM PTB22 SIM. CONSTRUCTION JT 4 S3.12TYP. 3 S3.12TYP. 1 S3.12 TYP. @ RAMP 3 S3.12TYP. 2 S3.12TYP. ___ S3.12 6 TYP. ___ S3.12 7 TYP. PTB16 PTB16 6" THICK x 8" TALL CONC. CURB 10" THICK PT SLAB +0'-0" TYP. @ ROOF DRAIN +0'-0" TYP. @ ROOF DRAIN +0'-4"+0'-4" +0'-8"+0'-8" +0'-8"+0'-8" +0'-4"+0'-4" +0'-0" TYP. @ ROOF DRAIN +0'-0" TYP. @ ROOF DRAIN +0'-4" +0'-4" +0'-8"+0'-8" +1'-0" TYP. @ PERIMETER ALONG GRIDS 1,4,A,P 6'-0"LOCATE PT TENDONS AS SHOWN - TYP. @ SLAB OVERHANG 3.75" 3.25" 2.75"HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4 1.91.6 1.4 3.1 3.4 3.6 INDICATES FLOOR DRAIN - SEE FOR TRIM REINF. 4 S3.60 3.5 HSS6x5x1/2 HSS6x4x1/2HSS6x4x1/2TYP.___ S4.03 4 1 2 11 1 11646444 444 NOTE: SEE FOR ATTACHMENT OF STEEL FINS TO CONCRETE BEAMS 4 S3.13 ** ** * ** 4 S4.03 5 S4.03 111S4.00TYP. 1 1 SEE FOR BOLLARDS 11 S3.60 9 S4.03 FINISH FLR AT LOBBY = 1'-0" - FEATHER SLAB TO PROVIDE TRANSITION OUTSIDE LOBBY ENTRY 1 CRICKET +0'-2" SLAB EDGE +0'-2" 1 1 24x38 UPTURN BM TYP. @ GRID A U.N.O. STAIR AND LANDINGS PER BIDDER DESIGNER 2 4 HSS7x5x1/2HSS7x5x1/2HSS7x5x1/2HSS7x5x1/23S4.02HSS7x5x1/24S4.02TYP.3 3 3 3 PTB185 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:21 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S1.09S LEVEL 9 FRAMING PLAN SOUTH 1/8" = 1'-0"S1.09S 1 LEVEL 9 FRAMING PLAN SOUTH FOR REINFORCING DETAILS AND CALLOUTS IN COMMON SEE S1.04Sr SEE S1.00 FOR PENTHOUSE FRAMING PLAN NOTES 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 03/02/17 RFI 068 4 03/02/17 RFI 069 5 04/26/17 CP-06 4 H I J K /1S1.08NW21x44 <28> (C=1") W21x44 <28> (C=1 1/4") W21x44 <28> (C=1 1/4") W21x44 <28> (C=1")W21x55 <16>W21x44 <28> (C=1 1/4") W21x44 <28> (C=1") W21x44 <28> (C=1 1/4") W21x44 <28> (C=1") 5" STRUCTURAL SLAB-ON-GRADE 20 GA. TYPE "W2" MTL DECK W/ CONC. FILL (6½" TOTAL THICKNESS) - SEE W18x35 <16>BENT W18x35 <16>BENT W18x35 <16>BENT W18x35 <16>BENT 11" SEISMIC JT #4 @ 16" O.C. TOP E.W. #4 @ 12" O.C. BOT. #4 @ 16" O.C. TOP E.W. #4 @ 12" O.C. BOT. #4 @ 16" O.C.W21x55 <16>T.O.S. = 105'-10 1/2"9"9"T.O.S. = 116'-11 1/4" T.O.S. VARIES2'-5"T.O.S. = 118'-3 1/2"C12x20.7C12x20.7C12x20.7W21x55T.O.S. = 117'-5 5/8" T.O.S. = 119'-3" 1 S2.20 8" CONC. VEHICLE BARRIER WALL - TYP. BENT - SEE 10 S2.20 6 S2.20 8 S2.23 ______11 S2.20 ______ ___ S2.23 7 6 S2.23 ______ ___ S2.23 7 ___ S2.23 5 6 S2.23 ______SIM. 4 S2.21 TYP. 4 S2.21 TYP. 3 S2.23 3 S2.23 4 S2.23 ______ TYP. W18x35 <16>BENT W21x44 <28> (C=1 1/4") W21x44 <28> (C=1 1/4") 15'-0" (5) #4 @ 3" O.C. TRENCH DRAIN - SEE CIVIL AND 11 S2.23 1 1 1 1 HSS 5X5X3/8" FRAME FOR CLEARANCE BAR - SEE SEE FOR BOLLARD DETAIL AT RAISED ISLAND. SEE ARCH FOR BOLLARD LOCATION. 3 S2.233A S2.23 3 4 H I J /1S1.08N12" CONC. WALL - TYP. UNDERGROUND DETENTION VAULT 12" CONC. SHEAR WALL F4.0 F4.0 7'-5"10'-0"10'-0"5'-9 1/4"27'-5 3/4" 45'-7 3/4" 38'-9 1/2" 2 S2.15 9S2.23SIM.9S2.239S2.23 2 S2.23TYP. 2 S2.23 TYP.C18x189S2.23SIM.C18x1814'-4 1/8"14'-4 1/8"C18x18C18x1816°B20x26T.O.F. = 92'-0" T.O.F. = 94'-0" T.O.F. = 95'-0" 1 S2.23 32'-0" 16'-0"4'-8"3'-8"8" CMU - SEE 1 S5.00 10 S2.23 5" CONC. S.O.G. W/ #4 @ 16" O.C. E.W.EMBED (1) #5 x 2'-6" HORIZ. BAR 4" WITH ADHESIVE AT EA. BOND BM 1 4" HOUSEKEEPING PAD - SEE MECH. 4 RAMP FOUNDATION NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. "F_"INDICATES CONCRETE SPREAD FOOTING. SEE DETAILS. 1. 2. RAMP FRAMING NOTES FOR TYPICAL COMPOSITE BEAM AND METAL DECK DETAILS SEE SHEET S2.20. INDICATES STRUCTURAL SLAB FOR 4" HYDRONIC TOPPING SLAB. REINFORCE TOPPING SLAB WITH W2.9xW2.9-6x6 WWR TYP. SEE ARCHITECTURAL FOR EXACT LOCATIONS. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNLESS NOTED OTHERWISE. FOR TYPICAL STEEL CONNECTION DETAILS SEE SHEET S2.21. INDICATES BM/GIRDER CAMBER IN INCHES INDICATES BM/GIRDER SIZE INDICATES MOMENT CONNECTION. PER 6/S2.21 CANTILEVER BEAM SECTION IS THE SAME SIZE AS THE BACKSPAN U.N.O. 1/S2.21 TYP. U.N.O.1/S2.21TYP.U.N.O.W18x35 (C=1/2") <16>3/S2.21TYP.U.N.O.INDICATES DIRECTION OF SPAN FOR METAL DECK. ALL REINFORCING OVER METAL DECK SHALL BE EPOXY COATED.INDICATES THE TOTAL QUANTITY OF SHEAR STUDS. SPACE STUDS PER 5/S2.20 4. 3. 2. 1.5. 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/18/2017 11:26:01 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.01 EAST RAMP FRAMING PLANS 1/8" = 1'-0"S2.01 2 EAST RAMP FRAMING PLAN 1/8" = 1'-0"S2.01 1 EAST RAMP FOUNDATION PLAN 1 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 02/24/17 CP-03 4 04/26/17 CP-06 G H I J K L M 1 7 8 9 10 11 12 13 14 C D EW10x33W10x33W10x33W14x398W10x49 W10x49 W10x49W14x398W10x33W10x33W10x33 /1S1.08SV.I.F. 61'-6" V.I.F. 60'-6"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"18'-0"2S2.222S2.221S2.22TYP.U.N.O. 1S2.24T.O.C. = 100'-11 3/8" T.O.C. = 100'-3 1/2" T.O.C. = 99'-7 5/8" T.O.C. = 103'-0" T.O.C. = 102'-4"T.O.C. = 102'-4" T.O.C. = 102'-4" W14x398 1S2.24W14x398T.O.C. = 103'-4" T.O.C. = 102'-8" T.O.C. = 102'-0" T.O.C. = 101'-4" T.O.C. = 100'-8" T.O.C. = 102'-4" 1'-6 1/2" 6 3/8" 6 3/8" 8" CONC. SHEAR WALL 8"7 S2.24 1 1 1 1 9 S2.246" CMU (32" MAX. HT) - SEE 1 S5.00 6" MTL STUD WALLS - SEE PENTHOUSE FRM'G NOTES ON S1.00 1 4" HOUSEKEEPING PAD - SEE MECH. DEMOLISH COL. DOWN TO TOP OF SLAB - (E) VERT. REINF. TO REMAIN - ROUGHEN (E) SURFACE TO 1/4" AMPLITUDE DEMOLISH COL. DOWN TO TOP OF SLAB - (E) VERT. REINF TO REMAIN - ROUGHEN (E) SURFACE TO 1/4" AMPLITUDE AND RE- POUR COL. PER DETAILS - RE-ATTACH (E) PANEL CONNECTION WITH (2) 3/4" DIA EXP. ANCHORS - EMBED 5" MIN. 3 3 4 4 RAMP FOUNDATION NOTES COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.W10x45 INDICATES STEEL COLUMNS ORIGINATING AT FOUNDATION LEVEL. ALL COLUMNS ARE CONTINUOUS TO ROOF UNLESS NOTED OTHERWISE. 1. 2. 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:26 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.02 WEST RAMP COLUMN PLAN - BID ALT. #1 1/8" = 1'-0"S2.02 1 WEST RAMP COLUMN PLAN - BID ALT. #1 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 02/24/17 CP-03 4 04/26/17 CP-06 GARAGE UPTURNED BEAM 1'-0"2'-8" OPTIONAL CJ AT GC'S OPTION - PROVIDE LAP FOR VERT REINF FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.14 FORMING PER GC AS REQ'D LEVEL 4 LEVEL 5 GRAVEL SEE CIVIL SEE CIVIL W/ SEALANT 1 1/2" GAP SEE S2.30 FOR DETENTION VAULT #4 @ 12" O.C. NOTCH DETENTION VAULT FOOTING FOR 1" MIN CLR AROUND DRILLED PIER 5" SEISMIC JT - TYP. 1 2'-8" GRAVEL SEE CIVIL SEE CIVIL W/ SEALANT 1 1/2" GAP 6"(3) #6 W/ 90° HOOK 1/4 TYP. CONT. BENT . 3/8" FIELD WELD TO FLANGE/WEB OF BM ON PILE 20" - CENTERED PROVIDE 1" HOLE IN WEB OF BM FOR BOTTOM REINF FOR DETAILS & CALLOUTS IN COMMON SEE 1 S2.15 26"#5 STIRRUPS @ 9" O.C. (4) #6 T&B CONC. BM 2 4 S2.15 TYPICAL SECTION AT MECHANICAL CHASE L3x3x3/8 BRACE W/ 3/4"0 EPOXY ANCHOR - EMBED 5" MIN. 3/16 TYP. W6x15 @ 8'-0" O.C. MAX. 5" SEISMIC GAP LEVEL 4 1'-2"LAGGING 8" CONC. WALL . 1/2"x6"x1'-0" W/ (2) 3/40 EPOXY ANCHORS - EMBED 5" MIN. 18 GA. W2 MTL DECK W/ 6x6xW2.9xW2.9 WWE 1" CLRCONT. L3x3x1/4 W/ 3/4"0 EPOXY ANCHOR @ 48" O.C. MAX. - EMBED 5" MIN. FOR DETAILS & CALLOUTS IN COMMON SEE 2 S2.14 CONT. L6x4x1/4 CMU WALL CONC. UPTURNED BM #5X 8'-0" @ 8" O.C. EA. SIDE OF LOUVER OPEN'G 2 PIPING - SEE MECH. PIPE - SEE CIVIL 1 1 1 3" TO FIRST STIRRUP 24"0 CONC. PILE W14x82 SOLDIER PILE BOT. BARS LAP STARTS @ SUPPORT - AT CONTR'S OPTION BARS MAY BE CONT. TOP BARS CONT. OVER SUPPORT - LAP @ MID SPAN W10x33 FOR ADD'L INFO SEE 3"3" 2 S2.15 26" CONC. BM2 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/18/2017 11:26:05 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_dmorfordPCS.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.15 RETAINING WALL DETAILS 3/4" = 1'-0"S2.15 1 SECTION 1" = 1'-0"S2.15 2 SECTION 3/4" = 1'-0"S2.15 3 SECTION 1" = 1'-0"S2.15 4 SECTION 1 11/04/16 ADDENDUM 2 2 04/26/17 CP-06 2"2"8"EMBEDD COL. CONC. ENCASEMENT - SEE ARCH. STL COL. PER PLAN BASE 1"x12"x1'-0" W/ (4) 3/4"! GALV. THR'D RODS - EMBED W/ ADHESIVE 1" NON-SHRINK GROUT 1 " (E) 14" CONC. WALL - SIM. @ CONC. COL. NUT & WASHER 1/4 (2) #4 HOOP TIES @ 2" O.C. - REMAINDER @ 3" O.C. (E) COLUMN REINF. - ADD (8) #4 VERT. DOWELS AT CONC. WALL & EMBED 4" WITH ADHESIVE 1'-0" DEMOLISH (E) CONC. COL./WALL DOWN TO CHAMFER LOC. - INSTALL REINF. AND REPOUR. 2 3 tbf SEISMIC ACCESS HOLE GRIND SMOOTH TO 500 MICRO INCHES GRIND SMOOTH TO 500 MICRO INCHES 30°1 1 3 / 4 " 2 1 / 4 " 3 1 1/2"2 4 1/2" 5 4 4 1/2" 5 4 3 2 1 / 4 " 1 3 / 4 " tbf 30°1 1 1 /2"2 BEAM SIZE 1 DEGREES 2 3 4 5 IN. IN. IN. IN. W33x201 30° 1" 1¼" 1½" 3½" A BCR (NOTE 5) C.P. U.T. DCW WEB GRID 1/4" CLR TO END OF FILLET WELD - TYP. 1/2"2" 2 1/2"TYP.0"TYP.2"5/16 C.P. U.T. DCW NOTE 1. 3/8" W/ HSSL HOLES STL BM PER ELEV. W/ STD HOLES FOR WELD ACCESS HOLE GEOMETRY SEE TYP. 5/16 NOTE 2. NO WELDING OR TACK WELDING PERMITTED BTWN BM T&B FLANGE & BACKING (3) 15"! A325-N HEADED STUDS PERMITTED C.P. U.T. DCW NOTE 3. STL COL. PER ELEV. RBS CONNECTION SCHEDULE BEAM W33x201 A B C R 77" 218" 27" 229" NOTES: 1. REMOVE BACKING & BACKGOUGE ROOT PASS TO SOUND METAL. 2. BACKWELD WITH REINFORCING FILLET AFTER REMOVAL OF THE BACKING. THE SIZE OF THE FILLET LEG ADJACENT TO THE COLUMN SHALL BE A MINMUM OF 5/16", AND THE REINFORCEMENT FILLET LEG ADJACENT TO THE BEAM FLANGE SHALL BE SUCH THAT THE FILLET TOE IS LOCATION ON THE BEAM FLANGE BASE METAL. 3. BACKING TO REMAIN AT BM TOP FLANGE. PROVIDE 5/16" MIN. FILLET BETWEEN BACKING & COLUMN 4. NONFUSIBLE BACKING SHALL BE REMOVED & BACKGOUGE ROOT PASS TO SOUND METAL. PROVIDE BACKWELD PER NOTE 2. 5. FINISHED REDUCED BEAM SECTION (RBS) CUTS SHALL BE MADE BY THERMAL CUTTING AND HAVE A MAXIMUM SURFACE ROUGHNESS OF 500 MICRO-INCHES. TOLERANCES OF THE CUT SHALL BE ±1/4". THE FLANGE TOTAL WIDTH TOLERANCE SHALL BE ±3/8". CORNERS SHALL BE ROUNDED. CUT EDGES SHALL BE GROUND IN THE DIRECTION OF THE BEAM FLANGE LENGTH. 6. WELDING SEQUENCE SHOULD BE AS FOLLOWS: BOTH FLANGES SHOULD BE WELDED PRIOR TO WELDING THE WEB. 7. ALL WELDS SHALL BE MADE, INSPECTED, AND APPROVED PRIOR TO PLACEMENT OF CONCRETE FOR THE FLOOR. 8. WELDERS THAT WILL MAKE WELDS WITH RESTRICTED ACCESS, SUCH AS BUT NOT LIMITED TO, THE BOTTOM FLANGE TO COLUMN WELDS THROUGH A COPE OR ACCESS HOLE IN THE BEAM SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.8 USING THE SAME PROCEDURES AS WILL BE USED IN PRODUCTION. PROTECTED ZONE: WELDED, BOLTED, SCREWED OR SHOT-IN ATTACHMENTS FOR NON- STRUCTURAL ELEMENTS ARE PROHIBITED WITHIN THE PROTECTED ZONE REGION DEFINED IN THIS DETAIL. IT IS A VIOLATION OF THE CONTRACT AND THE BUILDING CODE TO MAKE SUCH CONNECTIONS. STL BM PERP. PROVIDE CONN. PER SIM.3 S2.21 1 1 / 4" 1 1 / 4 " 1 /4" K+1½" K +1/2"1 3/8 3/8DCW (3/16) (3/16)PJP DCW C.P. U.T. DCW 3/8 3/8DCW STIFF. THICKNESS TO MATCH BM FLANGE THICKNESS A572 GR 50 4 S2.22 CAP THICKNESS TO MATCH BM FLANGE THICKNESS - A572 GR. 50 E 5/16 5/16 BRG 3/4"x10"x2'-6" W/ (4) 7/8"! A325N GALV. BOLTS @ 6" O.C. 5/16 5/16 1/2" CLR 5 1/2" 5/16 5/16 5/16 5/16 5/8" FULL DEPTH STIFF. EA. SIDE 1"x14"x1'-8" EA. SIDE 1/2 1/2 1/2 1/2 TYP. CJP 1 STL COL. PER PLAN STL BM PER PLAN 1/4 1/4 1½" 3" 1½" 1 1 1 1 L4x4x3/8 BRACE (2) 7/8"! A325N BOLTS - GALV. W.P. 3/8x0'-7" CAP 3/8 U.N.O.1 1/2 "3"5/16 5/16 T.O.S. SHEAR PER STL BM PER PLAN 1 S2.21 6" 3" 8" (E) P.T. SLAB (E) P.T. - LOCATE IN SLAB BEFORE DRILLING - DO NOT CUT (E) BM REINF. - LOCATE BEFORE DRILLING - DO NOT CUT (E) P.T. - LOCATE IN BM BEFORE DRILLING - DO NOT CUT (E) P.T. BM EMBED 8" W/ ADHESIVE L3x2x1/4 LLH 3/4"x12"x1'-0" SLAB ON MTL DECK #4x3'-0" @ 12" O.C. PAINT OVER EXPOSED REBAR W/ EPOXY PAINT (E) WALL TO BE REMOVED 2"2"1 1 /2"1 1 /2" 1½" 1½"(4) 3/4"! ADHESIVE ANCHORS W/ HORIZ. LONG SLOTTED HOLES IN 2 C V.I.F. 1'-6 1/2" UPPER BASE 2"x18"x1'-8" A572 (Fy=50 KSI) 2"2" NON- SHRINK GROUT WF COL. (E) P.T. BM 5/16 GRID D SIMILAR (E) CONC. SLAB 1 / 2 " 1/2" NON-SHRINK GROUT 3/8 TYP. @ TERMINATORS (4) 1"! THR'D STUDS W/ HEAVY HEX NUTS & 1/2"x3"x3" WASHERS 5/16 TYP. @ THR'D STUDS 1'-8"18"2"2"3"3"SHEAR LUG 1½"x2"x0'-6" A572 (Fy=50 KSI) 1½"! HOLES FOR THR'D STUDS - TYP. CJP-UT ___ S2.22 2A 2B S2.22 3 LOWER BASE 2"x13"x2'-3" A572 (Fy=50 KSI) - 2"x18"x2'-3" A572 (Fy=50 KSI) @ GRID D - SEE CJP-UT TYP. FIELD LOCATE (E) BARS PRIOR TO FABRICATING BASE - PROVIDE 1/2" OVERSIZE HOLES ROUGHEN SURFACE TO 1/4" AMPLITUDE MIN. PROVIDE 1"x2½"x2½" A572 (Fy=50 KSI) TRANSFER AT EA. VERT. BAR - (10) TOTAL 1 1/2"SHEAR LUG 1½"x2"x0'-6" A572 (Fy=50 KSI) BAR PROJECTS 1/2" BEYOND TOP OF TRANSFER 2C S2.22 3 (E) PT BM - FIELD LOCATE REINF. & TENDONS - DO NOT DAMAGE (E) REINF. OR TENDONS (E) (8) #8 VERT. REINF. TO REMAIN V.I.F. (E) TIES TO REMAIN FIELD LOCATE (E) PT SLAB REINF. & TENDONS - DO NOT DAMAGE (E) REINF. OR TENDONS - INSTALL ADD'L (2) #11 BARS @ SUITABLE LOC. ADD'L (2) #11 - EMBED 5'-0" W/ ADHESIVE3 TRANSFER PLATES ADD'L VERT. BARS LOWER SHEAR LUGS (E) REBAR (4) THR'D STUDS 15/16 5/16 AFTER PJP IS INSPECTED PJP TYP. AT TRANSFER PLATES 3/8 TYP. 3 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:32 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.22 RAMP DETAILS - BID ALT. #1 1" = 1'-0"S2.22 1 DETAIL 1" = 1'-0"S2.22 4 DETAIL 1" = 1'-0"S2.22 5 DETAIL 1" = 1'-0"S2.22 7 DETAIL 1" = 1'-0"S2.22 8 DETAIL 1" = 1'-0"S2.22 9 DETAIL 1" = 1'-0"S2.22 2 DETAIL 3" = 1'-0"S2.22 2A DETAIL 1" = 1'-0"S2.22 2B SECTION 2 1" = 1'-0"S2.22 2C PLAN DETAIL 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 3 04/26/17 CP-06 #6 @ 12" O.C. VERT. E.F. #5 @ 12" O.C. HORIZ. E.F. ROUGHEN JOINT2" CLR(6) #6 @ 6" O.C. #5 HAIRPIN @ 12" O.C. END OF SHEARWALL FOR DETAILS & CALLOUTS IN COMMON SEE 7 S2.31 1 1 1 1'-4"#5 @ 12" O.C. E.W. PER PLAN 3" 2" 2"9" 2" CLR. 3" CLR. #5 @ 24" O.C. BOT.#6 #5 @ 24" O.C. T&B #6 @ 12" O.C. W/ STD HOOK T E X T 2" CLR.2" CLR. T.O.F. #5 @ 12" O.C. VERT. DOWEL W/ STD HOOK #5 @ 12" O.C. HORIZ. #6 @ 10" VERT. 2' - 5 1 / 2 " LAP SPLICE PER GEN. NOTES TYP.1'-3"3" 8"2'-9"#4 @ TOP E.F. 2" CLR. 2" CLR. VEHICLE BARRIER 2"/ PVC x8" PIPE SLEEVE #5 VERT. @ 12" O.C. W/ STD HOOK (2) #5 @ MID HT TOPPING W/ RADIANT HEAT #5 @ 16" O.C.2'-0"2'-0" STD HOOK (3) #5 3" CLR. 1 1 / 2 " 2" CLR. SLAB REINF. PER PLAN SLAB ON GRADE COMPACTED FILL TERMINATE VERT. BARS W/ STD HOLES CONC. WALL - SEE 2 S2.23 1 1.58"PEDESTRIAN GUARD RAIL - SEE ARCH. DBL. NUT & WASHER (4) 3/4"/ ANCHOR RODS - 3½"x10" O.C. 1" NON-SHRINK GROUT 5/16 TYP. W/ 1/4" END CAP HSS 5X5X3/8" STEEL FRAME AT CLEARANCE BAR BRG 2 3/4"x7"x1'-1" 3A S2.23 BOLLARD AT RAMP ENTRY ISLAND6"MIN3'-0 1/4"VERIFY W/ ARCH3'-6"DIA. 1'-6" 3" CLR #3 TIES @ 8" OC 6" DIA. X-STR PIPE GALVANIZE D 5" DIA STD PIPE BOLLARD GALVANIZED CAP 2 3/16" GALVANIZED PROVIDE BACKER ROD AND SEALANT DRILLED CONC PEIR - INSTALL PRIOR TO ISLAND SLAB (4) #4 VERT 2 5/8"x8"/ GALVANIZED PROVIDE 3/8" DIA EYE BOLT FOR SIGN ATTACHMENT ISLAND SLAB - SEE ARCH 2 BOTTOM OF STEEL 10'-0" ABOVE RAMP LAP SLAB REINF.HYDRONIC TOPPING SLAB 2" S.O.G. T.O.S. 2" MIN. 2½" MAX. 3" TYP. 1½" TYP. 2¾" 1½". 3/4" (2) L5x3x3/8 W/ (5) 7/8"/ GALV. A325N BOLTS W/ HORIZ. SSLT HOLES 3" 1 1 / 2 " STL BM 3/4"(+1/4"-0") RETURN @ TOP TYP.5/16 5/16 EMBED 21"x12"x1'-6" W/ (12) 3/4"/x8" HEADED STUDS @ 4½" O.C. 3" 3" 1 1 / 2 " 3" 1½" 1 1 / 2 " 1½" CONC. WALL - SEE 3 S2.23 BENT 21/4"x3"x3" W/ 3/4"/ EXP. ANCHOR @ 24" O.C. CONC. ON MTL DECK C.J. - S.O.G. SHALL REACH 3000 PSI MIN. PRIOR TO POURING ON DECK . 2 3/ 4 "1 1 /2"3/4 "1'-3"2" C L R . 1 1 / 2" C LR . CONC. COL. PER PLAN TIES (2) ADD'L TIES @ TOP OF COL. DBL. NUT & WASHER 1½" NON- SHRINK GROUT FRAMING NOT SHOWN FOR CLARITY 5 COL. & BMSTL BM PER PLAN 1/2" OVERSIZED HOLES W/ 3/8"x2"x2" 2 WASHER & NUT - TYP. (4) 3/4"/ ANCHOR RODS 2" CLR. 1½" CLR. 1/2" FULL DEPTH SHEAR 2 EA. SIDE 5/16 5/16 HYDRONIC TOPPING SLAB - SEE ARCH. CONC. SLAB OVER MTL DECK T.O.S. #4 HAIRPIN @ 16" O.C.CONC. WALL - NO WALL @ SIM. 5 BREAK MTL DECK AS REQ'D - SEE 2'-0"2'-0"(2) 3/4"/ ANCHOR RODS @ 16" O.C. 1½" NON- SHRINK GROUT1 1 / 2 " FULL DEPTH SHEAR 2 CONN. PER 5 S2.21 STL BM 3 S2.20 ± 1/8" GAP.2 1/2"2 1/2"STL BM W/ STD HOLES COPE T&B FLANGE SUPPORT BM - TOP FLANGE NOT SHOWN FOR CLARITY 21/2"x10"x1'-3" W/ (10) 7/8"/ A325N GALV. BOLTS @ 3" O.C. PROVIDE HORIZ. SSLT HOLES IN 2 5/16 5/16 (3/16) (3/16) THR'D STUDS TYP. T.O.S. STL ROUND ROD x 8" STIFF 2 3/8" EA. SIDE STL BM - CONT. OVER GIRDER STL GIRDER HYDRONIC TOPPING SLAB OVER CONC. FILLED MTL DECK BRG 2 5/8"x6"x0'-8" W/ (4) 3/4"/x3½" THR'D STUDS 5/16 5/16 TYP.3" CLR.2 1/8" CLR. 4'-0"1'-3"1'-6" MIN.T.O.F.LAP VERT. BARS 3'-0"VERT. DOWELS TO MATCH VERT. BARS W/ STD HOOK 5 COL. & FTG #5 @ 4" O.C. TIES 18" CONC. COL. (8) #6 VERT. FTG PER PLAN - BM AT SIM - SEE a (5) #5 EA. WAY 1 1/2" CLR 3 2" CLR 3" CLR1'-2"1'-0" MIN.12 (2) #5 CONC. S.O.G. VERT. DWL W/ STD HOOK INTO SLAB (2) #5CMU WALL - SEE 1 S5.00 1 6" MIN.1 ' - 0 " SLOPING BOT. OF TRENCH - SEE CIVIL 8" 5" VERIFY W/ CIVIL (2) #4 TOP (3) #4 BOT. LAP 2'-0" #4 @ 12" O.C. CONC. S.O.G. (2) #4 6" TRENCH FRAME W/ GRATED COVER - SEE CIVIL TRENCH DRAIN SEE CIVIL 1 BEAM AT SIM 1/2" = 1'-0"a BM PER 18" CONC. COL. 2 S2.15 3 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/16/2017 2:03:33 PMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S2.23 RAMP DETAILS 1" = 1'-0"S2.23 1 SECTION 1" = 1'-0"S2.23 2 DETAIL 1" = 1'-0"S2.23 3 DETAIL 1" = 1'-0"S2.23 4 DETAIL 1" = 1'-0"S2.23 5 DETAIL 1" = 1'-0"S2.23 6 DETAIL 1" = 1'-0"S2.23 7 PLAN DETAIL 1" = 1'-0"S2.23 8 DETAIL 1" = 1'-0"S2.23 9 DETAIL 1" = 1'-0"S2.23 10 SECTION 1" = 1'-0"S2.23 11 SECTION 1 11/04/16 ADDENDUM 2 2 02/24/17 CP-03 3 04/26/17 CP-06 1 " 2" TYP. 9" SPLICE PER COL. SPLICE SCHED. TYP. 5/8 " 2" TYP. 5/8 " VERT. REINF. PER SCHED. TIES PER SCHED. LEVEL P1 5/8 " 2" TYP. MATCH COL. BARS SIZE & SPACING TYP. 1 1 / 2 " 4" TYP. TYPICAL GRAVITY COLUMN DETAILS BAR SIZE SCHEDULE CONCRETE COLUMN LAP SPLICES FOR f'c=4,000 psi SPLICE LENGTH #7 2'-8" #8 3'-1" #9 3'-6" #10 3'-11" #11 4'-4"24"24"24"1 1 / 2 "1 1 /2" 1½" CLR. TO TIES TYP. TIES - ALT. HOOKS TYP. TYPICAL 24"x24" COLUMN C1 TYPICAL 24"x36" COLUMN C2 1½" CLR. TO TIES TYP. TIES - ALT. HOOKS TYP. GRID GRID LEVEL P9 LEVEL P8 LEVEL P7 LEVEL P6 LEVEL P5 LEVEL P4 LEVEL P3 FDN COLUMN SIZE 24"x24" #5 @ 5" O.C.* 24"x36" NOTES: 1. WHEN REINFORCEMENT IS NOT CALLED OUT USE REINFORCEMENT FROM LEVEL BELOW 2. SPLICES ARE OPTIONAL - CONTRACTOR COORDINATE 3. DOWELS TO MATCH VERTICAL SIZE AND SPACING - TYPICAL 4. USE STANDARD HOOKS WHERE SHOWN IN ELEVATION #4 @ 5" O.C.* GRAVITY COLUMN REINFORCING SCHEDULE C1 C2 MARK LEVEL VERT. HORIZ. VERT. HORIZ.(4) #10 & (8) #9VERT. REINF. PER SCHED. 36" GRID VERT. REINF. PER SCHED.TYP. LEVEL LEVEL P9 5/8 " 1" MAX. OVERPOUR - TYP. DOWNTURN BM (8) #11(12) #11NOTE: REINFORCING SHOWN AS AN OPEN BAR ARE LOCATIONS WHERE THE SMALLER BAR SHOULD BE PLACED WHEN TWO SIZES ARE CALLED OUT IN SCHEDULE.(4) #10 & (4) #718"x22" C3 VERT. HORIZ.(4) #10 & (4) #718"1 1 /2" TYPICAL 18"x22" COLUMN C3 1½" CLR. TO TIES TYP. TIES - ALT. HOOKS TYP. GRID VERT. REINF. PER SCHED. 22" (4) #10 CORNER BARS #5 @ 5" O.C. #4 @ 5" O.C. #4 @ 5" O.C. 1 #4 @ 5" O.C.* 1 *AT LEVELS P5 AND BELOW PROVIDE 135° HOOKS EA. SIDE *AT LEVELS P5 AND BELOW PROVIDE 135° HOOKS EA. SIDE *AT LEVELS P5 AND BELOW PROVIDE 135° HOOKS EA. SIDE 1 1 1 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:36 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.10 TYPICAL COLUMN DETAILS 1" = 1'-0"S3.10 1 TYPICAL GRAVITY COLUMN DETAILS 1 04/26/17 CP-06 6" 1 '- 1 1 5/ 8"6" CLR. TYP. ORIENT HOOK AS SHOWN ON SECTIONS & DETAILST E X T LAP REINFORCING PER SCHEDULE WHEN BAR LENGTHS ARE NOT CALLED OUT IN BEAM ELEVATION - TYP. SIDE BARS WHERE NOTED ON BEAM ELEVATION LAP AS TOP BAR CENTER ADDED BOTTOM BARS AT MID-SPAN U.N.O. TYPICAL END SPAN 2" TYP. 2" TYP. HOOK BARS WHERE SHOWN ON BEAM ELEVATION 3" CLR. SCHEDULE CONCRETE BEAM LAP SPLICES FOR f'c = 5000 psi BAR SIZE BOTTOM BARS TOP BARS #4 #5 #6 #7 #8 #9 #10 #11 1'-11" 2'-4" 2'-10" 4'-1" 4'-8" 5'-3" 5'-11" 6'-6" 2'-5" 3'-0" 3'-8" 5'-3" 6'-0" 6'-9" 7'-8" 8'-6" NOTE: "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THEM.TYPICAL POST-TENSIONED GIRDER SECTION "w" 1½" CLR. TYP. 1 1 / 2 " 3" CLR. BM TOP REINF. 1 1 / 2 " 2½" CLR. TO TIES 5 1 / 2 " SLAB THICKNESS PER PLANS PER SCHEDULEMIN. TYP. 1" CLR. DECKED BOT. BARS SPLICE BAR BM BOT. REINF. 2 (3) #10x10'-2" (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 15" O.C. (4) #6x6'-0" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB N 3"2'-0"2'-0"24 1/2"24 1/2"(24) P.T. TENDONS STRESS (12) FROM EACH END CENTER HARP @ P.T. BM 38" P TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG1 (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 15" O.C. (2) #11 (4) #6x6'-0" D 3"2'-0"2'-0"24 1/2"24 1/2"(22) P.T. TENDONS STRESS (11) MIN. FROM EACH END CENTER HARP @ P.T. BM 38" B TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG2 (3) #10x10'-2" (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 12" O.C. (3) #10 (4) #6x6'-0" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB N 3"2'-0"25 1/2"25 1/2"(24) P.T. TENDONS STRESS (12) FROM EACH END CENTER HARP @ P.T. BM 38" P TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG3 (3) #10x10'-2" (2) #8 24" (4) #6x6'-0" SEE 7/S3.12 FOR ADDED STIRRUPS AT PTB #5 @ 12" O.C. (2) #11 (4) #6x6'-0" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB D 3"2'-0"2'-0"24 1/2"24 1/2"CENTER HARP @ P.T. BM 38" B (24) P.T. TENDONS STRESS (12) FROM EACH END TOP REINF. BOT. REINF. TIES P.T. 24" "w" 36" "d" x PTG4 POST-TENSIONED GIRDER SCHEDULE SPAN 1MARK NOTES: 1.FINAL EFFECTIVE TENDON FORCE SHALL NOT BE LESS THAN 26.8k. 2.BEAM ELEVATIONS ARE NOT TO SCALE. 3.CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 10'-2 3/4" AT SIM. PROVIDE (8) #5 @ 9" O.C. - 12" O.C. @ SIM. (2) #11 - (2) #9 & (2) ADD'L #9 DECKED @ SIM. 2'-0" (3) #10x10'-2" (5) #8x20'-0" - CENTER ON GRID AND EXTEND INTO SLAB 1 1 1 1 2 2 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:39 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.30 POST-TENSIONED GIRDER SCHEDULE 3/8" = 1'-0"S3.30 1 TYPICAL CONCRETE GIRDER DETAILS 1 02/24/17 CP-03 2 04/26/17 CP-06 TYP. 8" TYP. 8" 1 1 / 2 " 1½" CLR.TOP BARS 1 " 1 1 / 2 " 1 1 /2" 1½" CLR. 1" CLR. DECKED BOT. BARS BOT. BARS 14" 1" DRAFT BEAM SECTION - SLAB ON BOTH SIDES OF BEAM SCHEDULE CONCRETE BEAM LAP SPLICES FOR f'c = 5000 psi BAR SIZE BOTTOM BARS TOP BARS #4 #5 #6 #7 #8 #9 #10 #11 1'-10" 2'-4" 2'-9" 4'-0" 4'-7" 5'-2" 5'-10" 6'-6" 2'-5" 3'-0" 3'-7" 5'-3" 6'-0" 6'-9" 7'-7" 8'-5" NOTES: "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THEM. 5"PER SCHEDULEPER SCHEDULE P.T. TENDONS MAX. 20"2 1 '- 1 1 5/ 8" 1 ' -6 3 /4 " 2" TYP. 2" TYP. HOOK BARS WHERE SHOWN ON BEAM ELEVATION ORIENT HOOK AS SHOWN ON SECTIONS & DETAILST E X T LAP REINFORCING PER SCHEDULE WHEN BAR LENGTHS ARE NOT CALLED OUT IN BEAM ELEVATION SIDE BARS WHERE NOTED ON BEAM ELEVATION LAP AS TOP BAR CENTER ADDED BOTTOM BARS AT MID-SPAN U.N.O. CENTER ADDED TOP STEEL OVER SUPPORT STIRRUP SIZE AND SPACING SEE BEAM SCHEDULE FOR 2" 2" FIRST STIRRUP TYP. TYPICAL END SPAN TYPICAL INTERIOR SPAN COL. OR BM SUPPORT TYP. 6" CLR. TYP. 6" 4"4" ADD (2) STIRRUPS E.S. ADD #5x4'-0" E.F. 8"6 SCHED. 40 GALV. PIPE SLEEVE - LOCATED AT MIDSPAN OF ALL PT BMS SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 3SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (4) #5x6'-0" (9)#4 @ 12" O.C.#4 @ 16" O.C.(9)#4 @ 12" O.C.26 1/2"(2) #8 (4) #5x6'-0" 14" "w" 36" "d" x 26 1/2"(16) P.T. TENDONS 3"2'-0"2'-0" (4) #8x10'-8" WIDTH SUPPORT PTB1 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (12)#4 @ 12" O.C.#4 @ 16" O.C.(16)#4 @ 9" O.C.(16)#4 @ 9" O.C.#4 @ 16" O.C.(16)#4 @ 9" O.C.(18)#4 @ 9" O.C.#4 @ 16" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (4) #8x18'-8" (4) #6 x 20'-0" (14) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0" 3'-0"29 1/2"29 1/2"14" "w" 36" "d" x (2) #9x20'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (7)#4 @ 12" O.C.(15)#4 @ 11" O.C.(15)#4 @ 11" O.C.#4 @ 16" O.C.(15)#4 @ 11" O.C.(15)#4 @ 11" O.C.#4 @ 16" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (12) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0"3"4 1/2"3'-0"3'-0"2'-0"3'-0"33 1/2"33 1/2"14" "w" 36" "d" x #4 @ 16" O.C. (2) #9x20'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8PTB3 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 2 3 4 (2) #9x20'-0" (4) #5x6'-0" (6)#4 @ 12" O.C.#4 @ 16" O.C.(16)#4 @ 9" O.C.26 1/2"(2) #9 (10) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0"(2) #9x30'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 PTB2 3"3'-0"3'-0"3"2'-0" SIDE BARS 22 1/2"3"(1) #5x20'-0" E.F. 1 S3.13 (4) #8x18'-8" (4) #6 x 20'-0" SIDE BARS 22 1/2"(1) #5x20'-0" E.F. 1 S3.13 3"2'-0" SIDE BARS (1) #5x20'-0" E.F. (4) #8x18'-8" (4) #6 x 20'-0" 2 S3.13 18 1/2"TYP. @ SLAB OPN'G TYP. @ SLAB OPN'G (16)#4 @ 9" O.C.(16)#4 @ 9" O.C.#4 @ 16" O.C. (19) #4 @ 9" O.C. @ SIM. (19) #4 @ 9" O.C. @ SIM. (19) #4 @ 9" O.C. @ SIM. (9)#4 @ 11" O.C.(56)#4 @ 4" O.C.#4 @ 16" O.C. TYP. @ SLAB OPN'G NONE NONE NONE NONE NONE NONE 3'-0"2'-0" 3'-0"3"3'-0"33 1/2"2'-0"33 1/2"3"#4 @ 16" O.C. 3.5 14" "w" 36" "d" x PTB4 18"18"30"2'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 1 2 2 2 2 2 2 2 2 2 2 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:43 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.40 POST-TENSIONED BEAM SCHEDULE 3/8" = 1'-0"S3.40 1 TYPICAL CONCRETE BEAM DETAILS 1 01/13/17 CP-01 2 04/26/17 CP-06 SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 3SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT (4) #5x6'-0" (16)#4 @ 9" O.C.#4 @ 16" O.C.(16)#4 @ 9" O.C.26 1/2"(2) #9 (4) #5x6'-0" 14" "w" 36" "d" x 26 1/2"(16) P.T. TENDONS 3"2'-0"2'-0" (4) #8x10'-8" WIDTH SUPPORT PTB5 GRID GRID TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (12)#4 @ 12" O.C.#4 @ 16" O.C.(21)#4 @ 8" O.C.(21)#4 @ 8" O.C.#4 @ 16" O.C.(21)#4 @ 8" O.C.(21)#4 @ 8" O.C.#4 @ 16" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (14) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0"29 1/2"29 1/2"14" "w" 36" "d" x PTB6 (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 (4) #8x30'-0" TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (9)#4 @ 12" O.C.(15)#4 @ 10" O.C.(15)#4 @ 10" O.C.#4 @ 16" O.C.(15)#4 @ 10" O.C.(15)#4 @ 10" O.C.#4 @ 16" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (12) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0" 14" "w" 36" "d" x #4 @ 16" O.C. (2) #9x20'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8PTB7 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 2 3 4 (2) #9x20'-0" (4) #5x6'-0" (7)#4 @ 12" O.C.(16)#4 @ 9" O.C.(16)#4 @ 9" O.C.#4 @ 16" O.C.(16)#4 @ 9" O.C.(9)#4 @ 11" O.C.(56)#4 @ 4" O.C.26 1/2"(2) #8 WIDTH SUPPORT (2) #6x8'-0" (2) #8x30'-0" #4 @ 16" O.C. (2) #9x30'-0" (2) #6x8'-0" (2) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #113"6" ATSIM.10"ATSIM.2'-0" 2'-0"3'-0"3'-0"3'-0"3"SIDE BARS NONE NONE SIDE BARS (1) #5x20'-0" E.F. SIDE BARS (1) #5x20'-0" E.F. NONE NONE NONE NONE (1) #5x20'-0" E.F. (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 22 1/2"3"2'-0"3'-0" (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 3"4 1/2"3'-0"3'-0"3'-0"33 1/2"33 1/2"22 1/2"3"2'-0"3'-0" 14" "w" 36" "d" x PTB8 (10) P.T. TENDONS 3.5 #4 @ 16" O.C.#4 @ 16" O.C. (4) #8x18'-8" (4) #6 x 20'-0"18 1/2"33 1/2"33 1/2"3"18"18"30"2'-0"3'-0"3'-0"3'-0"3'-0"3'-0"4"3'-0"2'-0" 2 S3.13 TYP. @ SLAB OPN'G 1 1 1 1 1 1 1 1 1 1 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:47 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.41 POST-TENSIONED BEAM SCHEDULE 1 04/26/17 CP-06 SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (2) #9x30'-0" (4) #5x6'-0" (10)#4 @ 12" O.C.(10)#4 @ 12" O.C.#4 @ 24" O.C.26 1/2"(2) #8 (2) #6x8'-0" (2) #8x30'-0" 14" "w" 36" "d" x #4 @ 16" O.C. PTB9 (12) P.T. TENDONS (2) #5 (CANTILEVERED SPAN)3"3'-0"2'-0"32 1/2"3'-0"2'-0"30"TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (2) #9x30'-0" (4) #5x6'-0" (18)#5 @ 10" O.C.(18)#5 @ 10" O.C.#5 @ 24" O.C.26 1/2"(2) #8 (2) #6x8'-0" (2) #8x30'-0" 14" "w" 36" "d" x #5 @ 16" O.C. PTB10 (18) P.T. TENDONS (14) @ SIM. (2) #5 (CANTILEVERED SPAN)3"3'-0"2'-0"32 1/2"3'-0"30"TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (4) #5x6'-0" #4 @ 16" O.C.26 1/2"(2) #8 (4) #5x6'-0" 14" "w" 36" "d" x 26 1/2"(6) P.T. TENDONS 3"2'-0"2'-0" (4) #8x10'-8" WIDTH SUPPORT PTB13 TOP REINF. BOT. REINF. TIES (4) #5x7'-2" P.T. (2) #5 WIDTH SUPPORT GRID GRID (4) #5x6'-0" #4 @ 6" O.C. (4) #7 (4) #5x6'-0" 18" "w" 18" "d" x (4) #5x7'-2" WIDTH SUPPORT PTB14 NONE TOP REINF. BOT. REINF. TIES (4) #8x13'-8" W/ STD HOOK P.T. (2) #6 WIDTH SUPPORT 2.8 1.9 (4) #5x6'-0" #4x @ 10" O.C. (4) #8 24" "w" 24" "d" x (4) #9x7'-5" W/ STD HOOK WIDTH SUPPORT PTB16 NONE 2.2 WIDTH SUPPORT SEE SPAN 1 2' -8 1 /4 " LAP SPLICE PER 1 S3.40 (4) #9 x 20'-0"(2) #6 (4) #8 CONT. TOP REINF. BOT. REINF. TIES P.T. WIDTH SUPPORT 2.8 #5x @ 12" O.C.24" "w" 38" "d" x PTB17 NONE 2.2 WIDTH SUPPORT (2) #5 (5) #10 CONT. TOP REINF. BOT. REINF. TIES P.T. WIDTH SUPPORT 2.2 #4x @ 10" O.C.24" "w" 24" "d" x PTB19 NONE 1.9 WIDTH SUPPORT (2) #5 (4) #8 CONT. POST-TENSIONED BEAM SCHEDULE SPAN 1MARK (5) #10x10'-2"(5) #10x10'-2" (5) #5x6'-0"(5) #5x6'-0" (4) #9x7'-5"(4) #9 x 7'-5" (4) #5x6'-0"(4) #5x6'-0" 1 (4) #5x6'-0" 2 2 2 2 2 2 2 2 2 2 TOP REINF. BOT. REINF. TIES (4) #7x6'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID (4) #5x6'-0" #4 @ 10" O.C. (4) #7 (4) #5x6'-0" 18" "w" 24" "d" x (4) #7x6'-8" WIDTH SUPPORT PTB18 NONE 2 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:51 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.42 POST-TENSIONED BEAM SCHEDULE 1 11/04/16 ADDENDUM 2 2 04/26/17 CP-06 SPAN 2 POST-TENSIONED BEAM SCHEDULE SPAN 3SPAN 1MARK TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (13)#4 @ 12" O.C.#4 @ 16" O.C.(18)#4 @ 9" O.C.(18)#4 @ 9" O.C.#4 @ 16" O.C.(18)#4 @ 9" O.C.(18)#4 @ 9" O.C.#4 @ 16" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (16) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #9 (4) #8x30'-0" SIDE BARS (1) #5x20'-0" E.F. NONE NONE (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 26"29"22 1/2"3 1/2"2'-0"3'-0"3'-0"3'-0" 14" "w" 36" "d" x PTB20 18" "w" 36" "d" x @ SPAN 3 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT 1 GRID GRID 4 (2) #9x20'-0" (4) #5x6'-0" (8)#4 @ 12" O.C.#4 @ 16" O.C.(20)#4 @ 9" O.C.(20)#4 @ 9" O.C.#4 @ 16" O.C.(20)#4 @ 9" O.C.(20)#4 @ 9" O.C.#4 @ 16" O.C.(28)#4 @ 8" O.C.26 1/2"(2) #8 (14) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 (4) #8x30'-0" SIDE BARS (1) #5x20'-0" E.F. NONE NONE (4) #8x18'-8" (4) #6 x 20'-0" 1 S3.13 TYP. @ SLAB OPN'G 22 1/2"14" "w" 36" "d" x PTB21 4"4 1/2"3"29"29"2'-0"3'-0"3'-0"3'-0"3'-0"2'-0"4"3"3'-0" 1 TOP REINF. BOT. REINF. TIES (4) #8x10'-8" P.T. (2) #5 WIDTH SUPPORT GRID GRID GRID GRID (2) #9x20'-0" (4) #5x6'-0" (8)#4 @ 10" O.C.#4 @ 16" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C.#4 @ 16" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C.#4 @ 16" O.C.(8)#4 @ 10" O.C.26 1/2"(2) #8 (16) P.T. TENDONS WIDTH SUPPORT (2) #6x8'-0" (2) #9x20'-0" (2) #6x8'-0" (4) #8x30'-0" (2) #5 (2) #8 (2) #5 (2) #8 (4) #8x30'-0" SIDE BARS NONE NONE (4) #8x10'-8" (4) #5x6'-0" 2' - 4 " 2' - 4 "26 1/2"3'-0"3'-0" 14" "w" 36" "d" x PTB22 3'-0"3'-0"3"28" 25" @ SIM. 3" 3" 4½" @ SIM. 28" 25" @ SIM. BOT. REINF. P.T. WIDTH SUPPORT GRID GRID GRID GRID (4) #5x6'-0"(2) #8 WIDTH SUPPORT (4) #5x6'-0" (2) #5 14" "w" 36" "d" x PTB23 (2) #9x20'-0" INSIDE STIRRUPS NONESIDE BARS NONE (2) #9x20'-0" DECKED INSIDE STIRRUPS (2) #8x10'-8"(2) #5 (2) #8x10'-8" TOP REINF. (2) #8(4) #5x6'-0" (2) #6x20'-0" DECKED (4) #5x6'-0"TIES (8)#4 @ 10" O.C.#4 @ 16" O.C.(10)#4 @ 8" O.C. #4 @ 16" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C.(16) P.T. TENDONS 3"NONE NONE (12) P.T. TENDONS STRESS (4) P.T. TENDONS STRESS (4) P.T. TENDONS (2) #9x20'-0" INSIDE STIRRUPS (2) #9x20'-0" DECKED INSIDE STIRRUPS 3"3' - 0 " PER PLAN SAME AS SPAN 1 SAME AS SPAN 1 SAME AS SPAN 1 3"3'-0"3"3'-0" BOT. REINF. P.T. WIDTH SUPPORT GRID GRID GRID GRID (4) #5x6'-0"(2) #8 WIDTH SUPPORT (4) #5x6'-0" (2) #5 14" "w" 36" "d" x PTB24 (2) #9x20'-0" INSIDE STIRRUPS NONESIDE BARS NONE (2) #9x20'-0" DECKED INSIDE STIRRUPS (2) #8x10'-8"(2) #5 TOP REINF.(2) #8(4) #5x6'-0" (2) #6x20'-0" DECKED (4) #5x6'-0" TIES (8)#4 @ 10" O.C.#4 @ 16" O.C.(10)#4 @ 8" O.C. #4 @ 16" O.C.(10)#4 @ 8" O.C.(10)#4 @ 8" O.C. (12) P.T. TENDONS 3"NONE (4) P.T. TENDONS 3' - 0 " PER PLAN SAME AS SPAN 1 SAME AS SPAN 1 3"(2) #8x10'-8"(2) #5 (2) #9x20'-0" INSIDE STIRRUPS (2) #9x20'-0" DECKED INSIDE STIRRUPS 3"3"3"3'-0" 2'-0"2'-0"3"4' - 2 1 / 2 " 3'-0"4' - 2 1 / 2 "3"3'-0"3'-0"3"26 1/2"26 1/2"2'-0"2'-0"3"3'-0"3"3'-0" 4' - 2 1 / 2 "26 1/2"4' - 2 1 / 2 "26 1/2"3 3 3 3 3 3 3 3 3 3 3 3 3 24114 HESR MR.AKEMCLHAL O A L EOIN EEEPRFO SS GN NI RGTATSNOTAFOE W N IHS UTSRRA T C U L NNE G EERI223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 4/25/2017 7:53:54 AMC:\_Revit Models\16510 VMC Parking Garage v2016 (Central)_jordank.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 S3.43 POST-TENSIONED BEAM SCHEDULE 2 1 11/04/16 ADDENDUM 2 2 01/13/17 CP-01 3 04/26/17 CP-06 x x x x xPROPERTY LINE PROPERTY LINE (5 0 )WMB 1-R WMA 42-L WMA 41-L WMA 40-L WMA 39-L WMA 38-L WMA 37-L WMA 36-L WMA 35-L WMA 34-L WMA 33-L WMA 32-L WMA 30-L WMA 31-L WMA 29-L WMA 28-L WMA 27-L WMA 26-L WMA 25-L WMA 24-L WMA 23-L WMA 22-L WMA 21-L WMA 20-L WMA 19-L WMA 18-L WMA 17-L WMA 16-L WMA 15-L WMA 14-L WMA 13-L WMA 12-L WMA 11-L WMA 10-L WMA 9-L WMA 8-L WMA 7-L WMA 6-L WMA 5-L WMA 4-L WMA 3-L WMA 2-L STREAM A LEFT BANK SURFACE ROCK FEATURE 3" GRAVEL FEATURE 1" GRAVEL - FRENCH DRAIN GRAVEL DRAINAGEFEATURE4' RAIL 4' RAIL 4' RAIL4' RAIL 4' RAIL 4' RAILFF=54.18' CANOPY OVER LOADING ZONE CANOPY OVER DRIVE THROUGH PHARMACY CANOPY OVER WALK(5 0 )(5 0 )(5 0 )(5 0 )(5 0 )(9 5 )(90)(90)(95)(85)(8 0 ) (7 0 ) (7 5 ) (80)(95)(90)(85)(80)(75)(70)(65)(90) (95)(100)(95)(90)(95)(90)(95)(95)(6 0) (65) (70) (75) (80) (85) (90) (95) (60) (65) (70) (75) (80) (85) (90) (90) (55) (60) (65) (70) (75) (80) (85) (55) (60) (65) (70) (75) (80) (85) (8 0 ) (8 5 )(50)(5 0 )(5 5 )(6 0 )(6 5 )(7 0 )(7 5 )(50) (55) (60) (65) (70) (7 5)(75)(55) (50) ( 4 5 ) (5 5)(45)(55)(60)(55)(50) (4 5)(40)(45 )(5 0 ) (5 0) (40) (45)(60)(55)(50)(45)(40)UP LEVEL DOWN LEVEL UP LEVEL COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTA BAB C'C D 2 E 1 EXIST GARAGE EXISTING VPCN BLDG 19' - 0" ALTERNATE #1: WEST RAMP EAST RAMP - BRIDGED EAST RAMP - ON GRADE UNDERGROUND TANK (24' X 126') PROPOSED NEW CLINICPROPOSED NEW BRIDGE19' - 6"PANTHER CREEK, BOTH BANKS, TYPE F 115' - 0" STANDARD BUFFERPANTHER CREEK, BOTH BANKS, TYPE F 115' - 0" STANDARD BUFFER LINE OF STANDARD BUFFER LINE OF BUFFER AVERAGING LINE OF STANDARD BUFFER LINE OF BUFFER AVERAGING19' - 6"SIDEWALK CROSSING NEW 15' SETBACK LINE TRENCH DRAIN RELOCATED DUMSTER AND COMPACTOR PADS NORTH LOOP ROAD EXIST HR BLDG 2 2 2 2 PARKING CONTROL GATES 3 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:34 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1" = 30'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A0.01 SITE PLAN 1 1 1 1 1 1 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/24/17 CHANGE PROPOSAL 3 TO FOURTH FLOOR LEVEL DOWN 3 4 5 E REMOVE STRIPING DEMO STAIR 1 STRUCTURE IN ITS ENTIRETY UNO 4 AD.01 12 13 14 15 E 16 17 18 AD.021 REMOVE STRIPING DEMO STAIR 2 STRUCTURE IN ITS ENTIRETY DEMO CONC STAIRS AND LANDINGS FOR STAIR 3 MAINTAIN CHAIN LINK DOOR ASSEMBLY 3 AD.01 REMOVE PRECAST PANEL AND CURB ON ALL FLOORS Level 3 67' - 10" Level 4 78' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 2 57' - 4" E DEMO STAIR STRUCTURE IN ITS ENTIRETY REMOVE PRECAST PANEL AND CURB ON ALL FLOORS E DEMO STAIR STRUCTURE IN ITS ENTIRETY UNO DEMOLISH UPPER PORTION OF WALL BETWEEN STAIR RUNS LEVEL 2.5 62'-6" LEVEL 3.5 73'-0"' LEVEL 4.5 83'-6" LEVEL 5.5 94'-0" LEVEL 6.5 104'-6" LEVEL 3 67'-10" NEW FINISHED GRADE BETWEEN EXISTING AND EXPANSION1' - 0"3 4 5 E 4 AD.01 6 AD.01 DEMOLISH DOOR & FRAME DEMOLISH CMU INFILL & ACCESS HATCH EXISTING ELEVATOR SHAFT EXISTING ELEVATOR MACHINE ROOM STAIR 1 DEMOLISH ELEVATOR MACHINE ROOM WALLS, SLAB & FOOTINGS TO EAST FACE OF ELEVATOR SHAFT WALL DEMOLISH STAIR WALLS & FOOTINGS TO EAST FACE OF ELEVATOR SHAFT WALL 4 5 NEW FINISHED GRADE BETWEEN EXISTING AND EXPANSION DEMOLISH DECK & UPPER PORTION OF WALLS IN ELEVATOR SHAFT EXISTING ELEVATOR MACHINE ROOM EXISTING ELEVATOR SHAFT FROM FACE OF EAST ELEVATOR SHAFT WALL TO EXIST GARAGE, DEMOLISH DECK & UPPER PORTION OF WALLS IN ELEVATOR MACHINE ROOM LEVEL 2.5 62'-6" LEVEL 3.5 73'-0"' LEVEL 3 67' - 10"1' - 0"223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:49 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 AD.01 DEMOLITION PLANS & SECTIONS 1/8" = 1'-0"5 DEMO PLAN NORTH - TYPICAL LEVEL 1/8" = 1'-0"2 DEMO PLAN SOUTH 1/4" = 1'-0"3 DEMO SECTION @ STAIR 2 1/4" = 1'-0"4 DEMO SECTION @ STAIR 1 1 1 1 1 1 1 1 1 2 2 2 2 2 1/8" = 1'-0"1 DEMO PLAN NORTH - LEVEL 2 1/4" = 1'-0"6 ELEV MACH RM / ELEV SHAFT SECTION 2 2 2 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 03/03/17 RFI 002.1 Level 3 67' - 10" Level 4 78' - 4" Level 5 88' - 10" Level 6 99' - 4" 12131415161718 3 AD.01 34567891011 4 AD.01 LEVEL 2.5 62'-6" LEVEL 3.5 73'-0"' LEVEL 4.5 83'-6" LEVEL 5.5 94'-0" LEVEL 6.5 104'-6" LEVEL 3 67'-10"NEW FINISHED GRADE BETWEEN EXISTING AND EXPANSION 1' - 0"223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:50 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 AD.02 DEMOLITION ELEVATIONS 1/8" = 1'-0"1 PARTIAL EAST ELEVATION SOUTH 1/8" = 1'-0"2 PARTIAL EAST ELEVATION NORTH 1 1 1 1 1 1 1 MARK DATE DESCRIPTION 1 03/03/17 RFI 002.1 UP FECFD FD FD FDFECFEC FECFECFEC FEC A3.01 1 4 5 6 7 8 9 10 11 12 E 17 STALLS 15 STALLS1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 17' - 10"20' - 10"21' - 4"60' - 6"21' - 4"20' - 10"17' - 10"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6"/MATCHLINE SEE: 1 A1.03S/MATCHLINE SEE: 1 A1.03S 15' - 0"26' - 0"17' - 0" 3"15' - 0"26' - 0"3" 15' - 0" 2 A3.15 3 A3.15 8' - 6"2' - 1"8' - 6"9' - 0"4' - 10"9' - 0"3' - 5"2.3 2.7 STAIR 7 3 STALLS 5' - 0" 1' - 2"9' - 0"PROVIDE CONC INFILL PANEL AT EXIST STAIR ENTRY, TYP ALL FLOORS CHAIN LINK PARTITION - TYP ENTIRE WEST FACADE THIS LEVEL 8' HIGH CHAIN LINK FENCE BETWEEN EXISTING & EXPANSION A7.01 1 FULL HEIGHT CHAIN LINK PARTITION ST7-03 PROVIDE 3' WIDE DOOR IN THIS CHAIN LINK FENCE A3.0224' - 6"4' - 0"2' - 0"4' - 0"4' - 0"2' - 0"4' - 0"BICYCLE RACK BICYCLE RACK (10 BIKES) 3'-6" CHAIN LINK PARTITION GATE 2 STALLS(10 BIKES)2' - 2"2' - 2"(10 BIKES)(10 BIKES)(10 BIKES)(10 BIKES)(10 BIKES)(10 BIKES)(10 BIKES)2' - 4 1/2"7"6' - 3" 8' HIGH CHAIN LINK FENCE BETWEEN BUILDING AND RETAINING WALL WHEEL STOP, TYP U26 U26 CHAIN LINK PARTITION TYP ARROW PAVEMENT MARKING TYP LETTERING PAVEMENT MARKING TYP PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP 4" YELLOW PAINTED STALL STRIPING PAVEMENT MARKING TYP STALL STRIPING PAVEMENT MARKING TYP EXIT SIGN WITH BRAILLE CHARACTERS 1 A3.15 1' - 6"3' - 6"1' - 6"3' - 6"1' - 6"3' - 6"1' - 6"3' - 6" 1 R 10' - 0"R 10' - 0"8' - 2"9' - 0"NO PARKING PAVEMENT MARKING TYP 1 1 9' - 0"6' - 2" 1 6 STALLS 1 LETTERING PAVING MARKING 26' - 0"17' - 0"1' - 0"8' - 6"3' - 4"1 2 HR APPLIED FIREPROOFING TO PRIMARY STRUCTURAL MEMBERS OF PLENUM ABOVE, TYP 1 RETAINING WALL 8' HIGH CHAIN LINK FENCE BETWEEN BUILDING AND RETAINING WALL 5 A9.03 1 1 2 RETURN GUARDRAIL TO WALL 2 NO PARKING PAVEMENT MARKING IN LAST PARKING SPACE AT SPRINKLER STANDPIPE - THIS LEVEL (3.5) AND LEVEL 2.5 BELOW - SEE 5/A9.21 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:35 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.03N FLOOR PLAN LEVEL 3 NORTH 1 1 1 3 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/24/17 RFI 066 UPFECFECFDFD FD FD FEC FECFECFECFEC A3.02 3 A3.01 2 12 13 14 15 E 16 17 18 22 STALLS9 STALLS23 STALLS20 STALLS22 STALLSRAMP UP2 2 3 3 4 A B C D E F G H I 9"19' - 9"7' - 1"11' - 5"18' - 6"3' - 3"15' - 3"30' - 0"15' - 3"3' - 3"18' - 6"18' - 6"19' - 9"9" 1 3 STALLS 1' - 0"17' - 6"19' - 2"19' - 4"21' - 4"21' - 4"18' - 0"18' - 0"18' - 0"301 ELEC 300 LOBBY /MATCHLINE SEE: 1 A1.03N/MATCHLINE SEE: 1 A1.03N 15' - 0"26' - 0"17' - 0" 3"3" 15' - 0"26' - 0"17' - 0"3" 4 A3.15 2 A3.169' - 0"6' - 2"3"15' - 0"26' - 0"17' - 0" 1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 2.3 2.7 8' - 9" 60' - 0"60' - 6"60' - 0" 303 SPRINKLER ROOM STAIR 8 ELEV 4 ELEV 5 1 STALL6 STALLS 8' - 9 1/4"26 STALL8' HIGH CHAIN LINK FENCE WITH 3' WIDE GATE BETWEEN EXISTING & EXPANSION CHAIN LINK PARTITIONS - TYP ENTIRE WEST FACADE THIS LEVEL PROVIDE 3' WIDE DOOR IN THIS CHAIN LINK FENCE CONNECT CHAIN LINK FENCE PANELS WITH EXISTING PANELS TO SECURE GAPS BETWEEN STRUCTURES LINE OF CABLE RAIL - TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES EJ-2 A7.02 1 ELEV 3 13' - 3 1/4" BOLLARD - TYPICAL 303A303B ST8-03 301 PROVIDE 3' WIDE DOOR IN THIS CHAIN LINK FENCE A3.022 3.5 304 BOILER RM 305 IDF 1' - 1 1/2" 10' - 6"7' - 9"5' - 11 1/2"4"12' - 0"3053041' - 5 3/4"1' - 6 1/4"4' - 1 3/4"7' - 6 1/2". 6' - 11" 6' - 0" 9' - 7" 3' - 4" 12' - 0" 2' - 9" 4' - 9" 6' - 2" 5' - 3" 4' - 3" 3' - 0"4' - 1 1/2"1' - 0"3' - 5"3' - 7"2' - 0"5' - 3"4' - 3"1 A3.16 8' HIGH CHAIN LINK FENCE BETWEEN BUILDING AND SHORING WALL U18U18 U18 U18 U-6 U-6 U-6 WHEEL STOP, TYP WHEEL STOP, TYP WHEEL STOP, TYP D24 D26 R24T R24 D24T H-4 H-4T H-2 R24 R24T A-4 R26 R26R24 A-4T R26T R26 1' - 4"0' - 8" 1' - 0 3/4" 2" ARROW PAVEMENT MARKING TYP LETTERING PAVEMENT MARKING TYP PEDESTRIAN CIRCULATION PAVEMENT MARKING 4" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYP PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP - CONNECT TO EXIST PATH SLOPE FLOOR DOWN TO DRAIN LADDER TO ELEVATOR PIT FLOOR LADDER TO ELEVATOR PIT FLOOR EXIT SIGN WITH BRAILLE CHARACTERS . . . . OVER 6" X 8" HIGH CONC CURB PARTITIONS ARE OVER 6" X 8" HIGH CONC CURB OVER 8" X 8" HIGH CONC CURB 4 A3.16 3 A3.16 8" HIGH CANE RAIL 1 3' -0" X 4'-0" CONCRETE PAD 11' - 6"3' - 6"1' - 6"3' - 6"1' - 6"3' - 6"3' - 6"1' - 6"TYP FLOORS 3-8 TYP FLOORS 3-8 1 1 3' - 4"R 10' - 0"R 10' - 0" R 34' - 0"6' - 3 1/8"1' - 0"8' - 2 1/8" NO PARKING PAVEMENT MARKING TYP 1 1 R 10' - 0"R 10' - 0"6' - 2 1/8"8' - 2 1/8"1' - 0"6' - 2"8' - 6"6' - 2"9' - 0"6' - 2"8' - 6"YELLOW STRIPE FROM PEDESTRIAN CIRCULATION PAVEMENT MARKING CONTINUES AROUND CORNER 4' - 9"9' - 0"3' - 4" 1 300 3' - 10 1/2".5' - 1 1/2"EXPANSION WORKPOINT FROM FACE OF EXISTING STRUCTURE EXIST VPCN BLDG 11"1 8' HIGH CHAIN LINK FENCE BETWEEN BUILDING AND SHORING WALL 4" YELLOW PAINTED PAVEMENT MARKING TYP 11 6 A9.03 1 FURRING TO BE CONTINUOUS RIGID INSULATION (R10) WITH 7/8" HAT CHANNEL AND 5/8" TYPE X GYPSUM BOARD 2 2 A9.02 16 U28U28 U-6 AT SOUTH AND WEST WALLS OF SPRINKLER ROOM, AND ON WEST WALL OF IDF: CONTINUOUS INSULATION (R10) ALONG TOP AND OUTSIDE FACE OF GRADE BEAM, SIMILAR TO 1/A3.16 PEDESTRIAN CIRCULATION PAVEMENT MARKING EIFS WITH CONTINUOUS INSULATION (R10) ON ALL FOUR SIDES OF IDF AND ON THE THREE EXPOSED SIDES OF SPRINKLER ROOM BENTONITE WATERPROOFING ON FIVE SIDES OF ELEVATOR PIT MOISTURE VAPOR EMISSION CONTROL MEMBRANE IN LOBBY 3008"8' - 8"6"8' - 8"8"8"7' - 8"1" OFFSETDIMEN TO COLUMN CL 1" OFFSETR26 DIMEN TO COLUMN CL EJ-2 VERTICALLY AT END OF RETAINING WALL DOWN TO GRADE NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:36 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.03S FLOOR PLAN LEVEL 3 SOUTH 1 1 1 1 3 3 4 5 5 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/24/17 CHANGE PROPOSAL 3 4 03/02/17 RFI 068 5 03/17/17 CHANGE PROPOSAL 5 DN UP FECFD FD FD FD FEC FECFECFECFECFECA3.01 1 4 5 6 7 8 9 10 11 12 E 6 STALLS17 STALLS 15 STALLSRAMP DOWN23 STALLS22 STALLS1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 9" 17' - 10" 20' - 10"21' - 4"20' - 2"20' - 2"20' - 2"21' - 4"20' - 10" 17' - 10"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6"1' - 0"1 182' - 0" /MATCHLINE SEE: 1 A1.04S/MATCHLINE SEE: 1 A1.04S 15' - 0"26' - 0"17' - 0" 3"3" 15' - 0"26' - 0"17' - 0" 3"3"15' - 0"26' - 0"17' - 0"26' - 0"15' - 0"2 A3.15 3 A3.156' - 7"8' - 6"9' - 0"1' - 10"3' - 4"8' - 6"8' - 6" 1' - 3"1' - 3" 1' - 3"1' - 3" 2.3 2.7 STAIR 7 403 STORAGE CABLE CAR BARRIER/GUARDRAIL ASSEMBLY - TYP ALL LEVELS CABLE CAR BARRIER/GUARDRAIL ASSEMBLY - TYP ALL LEVELS A7.01 2 HORIZONTALPLENUM 2HORIZONTALPLENUM 34' - 0"4' - 0"4' - 0"FUTURE ELECTRIC CHARGING STATIONS & BOLLARDS, TYP FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR2 STALLS2 STALLS2 STALLS1 STALL ST7-04 403 A3.0221' - 6"15' - 9" FUTURE ELECTRIC CHARGING STATIONS & BOLLARDS U28 U28 U26 U26 GRILLE IN FLOOR OF PLENUM TYP H-4 GRILLE IN WALL OF PLENUM TYP TYP PLENUM WALL ENCLOSURE EJ-3 BETWEEN PLENUM AND GARAGE STRUCTURE TYP CHAIN LINK PARTITION TYP LETTERING PAVEMENT MARKING TYP STALL STRIPING PAVEMENT MARKING TYP EXIT SIGN WITH BRAILLE CHARACTERS 1 A3.15 EJ-3 VERTICALLY- PROVIDED AIR TIGHT SEAL TO EJ-2 ABOVE - TYP 4 PLACES 1 R26 1 PLENUM DIVIDING WALL 1 A-4 30"x30" ACCESS HATCH FOR PLENUM 1 ARROW PAVEMENT MARKING TYP PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP 4" YELLOW PAINTED STALL STRIPING PAVEMENT MARKING TYP 1 8' - 6"3' - 2"9' - 0"1' - 8"1 9' - 0"3' - 6 3/8"NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03N RETAINING WALL 5 A9.03 1 1 2 RETURN GUARDRAIL TO WALL 2 NO PARKING PAVEMENT MARKING IN LAST PARKING SPACE AT SPRINKLER STANDPIPE - SEE 5/A9.21 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:37 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.04N FLOOR PLAN LEVEL 4 NORTH 1 3 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/24/17 RFI 066 FECFECDN UP FD FD FD FD FEC FECFECFECFEC DN A3.02 3 A3.01 2 12 13 14 15 E 16 17 18 22 STALLS10 STALLS23 STALLS23 STALLS22 STALLSL4 ENTRANCERAMP UP2 2 3 3 4 A B C D E F G H I 1' - 0"17' - 6"19' - 2"19' - 4"21' - 4"21' - 4"18' - 0"18' - 0"18' - 0"3' - 3" 15' - 3"30' - 0"15' - 3" 3' - 3" 18' - 6" 18' - 6" 19' - 9" 9" 1 4 STALLS 400 LOBBY 401 STORAGE /MATCHLINE SEE: 1 A1.04N/MATCHLINE SEE: 1 A1.04N 15' - 0"26' - 0"17' - 0" 3"3" 15' - 0" 26' - 0"17' - 0" 3"3" 15' - 0"26' - 0"17' - 0"12' - 0"4 A3.15 2 A3.16 1' - 2"6' - 2"8' - 6"6' - 2"9' - 0"8' - 6"2' - 11 1/2"9" 19' - 9" 18' - 6" 18' - 6" 1' - 3"1' - 3" 1' - 3"1' - 3" 1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 2.3 2.7 STAIR 8 ELEV 4 ELEV 5 8 ACC STALLS3 STALLS 4' - 6" VERIFY 8' - 9 1/4" 5' - 0"5' - 0"5' - 0"9' - 0"TYPICAL ACCESSIBLE PARKING STALL, SEE PEDESTRAIN CIRCULATION PAVEMENT MARKING EJ-1 AT DRIVE AISLE - PROVIDE MOISTURE BARRIER AT THIS LOCATION PARKING CLEARANCE BAR ABOVE ENTRY EJ-1 A7.02 2 17' - 0"26' - 0"9' - 0"1' - 2" ELEV 3 PLENUM DIVIDING WALL, TYP HORIZONTALPLENUM 1HORIZONTALPLENUM 24' - 0"FUTURE ELECTRIC CHARGING STATIONS & BOLLARDS FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR FUTURE ELECTRIC CAR 1 STALL2 STALLS12' - 0" TRENCH DRAIN TRENCH DRAIN 7' - 6"7' - 6" ST8-04 401 A3.022 6"BICYCLE RACK (20 BIKES)BICYCLE RACK (12 BIKES)2' - 0"2' - 6"(12 BIKES)BICYCLE RACK 3' - 6"1' - 9"4' - 0" 2' - 0"2' - 2 1/2"3.5 1' - 0"1' - 0"9' - 0"1 A3.16 BOLLARD, TYPICAL - SEE A1.03S FOR DIMENSIONS SEE A1.03S FOR DIMENSIONS AND PARTITION CALLOUTS U-6 U-6 U-6 6" HIGH CONCRETE CURB AT TOP OF RAMP TO 0" HIGH AT BOTTOM OF RAMP - TYPICAL BOTH SIDES OF ENTRANCE RAMP EJ2 EJ2 PEDESTRIAN CIRCULATION PAVEMENT MARKING PEDESTRIAN CIRCULATION PAVEMENT MARKING CONNECT TO EXIST PATH EXIT SIGN WITH BRAILLE CHARACTERS 4 A3.16 3 A3.16 1 A-4 R26 GRILLE IN FLOOR OF PLENUM TYP GRILLE IN WALL OF PLENUM TYP TYP PLENUM WALL ENCLOSURE EJ-3 BETWEEN PLENUM AND GARAGE STRUCTURE TYP H-4 1 1 EJ-3 VERTICALLY- PROVIDED AIR TIGHT SEAL TO EJ-2 ABOVE - TYP 4 PLACES 1 1 30"x30" ACCESS HATCH FOR PLENUM ARROW PAVEMENT MARKING TYP 4" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYP NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE 1 1 LETTERING PAVEMENT MARKING 1 1 /8 A9.211 3' - 8"5' - 0" 9' - 6" 16' - 2"8' - 6"6' - 2"9' - 0"8' - 8"400 /1 A1.03S YELLOW STRIPE FROM PEDESTRIAN CIRCULATION PAVEMENT MARKING CONTINUES AROUND CORNER, FOR DIMENSIONS SEE /1 A1.03S 1' - 0"EJ-3 VERTICALLY- PROVIDE AIR TIGHT SEAL TO EJ-2 ABOVE - TYP 4 PLACES EXIST VPCN BLDG 4" YELLOW PAINTED PAVEMENT MARKING TYP 6 A9.03 1 1 1 D24T 2 LINE OF CABLE CAR BARRIER/GUARDRAIL ASSEMBLY- TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES FROM GRID D TO GRID N 2 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:38 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.04S FLOOR PLAN LEVEL 4 SOUTH 1 3 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/02/17 RFI 068 DN UP FECFD FD FD FD FEC FECFECFECFECFECA3.01 1 A3.021 4 5 6 7 8 9 10 11 12 E 8 STALLS17 STALLS 15 STALLSRAMP DOWN1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 23 STALLS22 STALLS9" 17' - 10" 20' - 10"21' - 4"20' - 2"20' - 2"20' - 2"21' - 4"20' - 10" 14' - 7" 3' - 3" 5' - 9"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6"1' - 0"182' - 0" /MATCHLINE SEE: 1 A1.05S/MATCHLINE SEE: 1 A1.05S 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0"15' - 0"26' - 0"2 A3.15 3 A3.158' - 6"1' - 11"9' - 0"1' - 10"8' - 6"3' - 4"8' - 6" 2.3 2.7 STAIR 7 STALL STRIPING PAVEMENT MARKING TYP 7 STALLS505 FAN ROOM 2 506 FAN ROOM 3 9' - 0"1' - 4 1/4"9' - 0" 1' - 6"10' - 6" 1 3/8" EJ-2 TYP ST7-05B ST7-05A 506 505 GATE WITH SIGN "NOT AN EXIT" 3' - 6"1' - 6"3' - 6"1' - 6"A3.022 A3.021 BELOW GRADE U26U26 U26 U26 U26 U26 U26 CHAIN LINK PARTITION TYP EJ-4 AT DOOR EJ-2 CHAIN LINK PARTITION TYP EXIT SIGN WITH BRAILLE CHARACTERS 1 A3.15 PAINT 6" CURB RED LETTERING PAVEMENT MARKING TYP PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP 4" YELLOW PAINTED STALL STRIPING PAVEMENT MARKING TYP 1 8' - 6"3' - 2"9' - 0"1' - 8"1 ARROW PAVEMENT MARKING TYP 1 NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03N FIRE ACCESS SIGN - SEE 12/A5.21 (50' - 0" OC MAX) FIRE ACCESS SIGN - SEE 12/A5.21 FIRE ACCESS SIGN - SEE 12/A5.21 1 1 1 1 6' - 0"INSIDE FACE OF WATER TANK BELOW WATER TANK BELOW2 11"RETURN HANDRAIL & GUARDRAIL TO WALL 2 NO PARKING PAVEMENT MARKING IN LAST PARKING SPACE AT SPRINKLER STANDPIPE - SEE 5/A9.21 4' - 8"1' - 11"NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:39 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.05N FLOOR PLAN LEVEL 5 NORTH 1 3 4 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/24/17 RFI 066 4 03/17/17 CHANGE PROPOSAL 5 DN UPFECFECFDFD FD FD FEC FECFECFECFEC DN A3.02 3 A3.021 A3.01 2 12 13 14 15 E 16 17 18 22 STALLS4 STALLS10 STALLS23 STALLS23 STALLS22 STALLSRAMP UP2 2 3 3 4 A B C D E F G H I 1 4' - 6" 9" 19' - 9"7' - 1"11' - 5"18' - 6"3' - 3"15' - 3"30' - 0"15' - 3"3' - 3"18' - 6"18' - 6"19' - 9"9"4' - 6"1' - 0"17' - 6"19' - 2"19' - 4"21' - 4"21' - 4"18' - 0"18' - 0"18' - 0"500 LOBBY /MATCHLINE SEE: 1 A1.05N/MATCHLINE SEE: 1 A1.05N 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0" 4 A3.15 2 A3.167' - 3 1/2"8' - 6"9' - 0"0' - 6"2' - 0"8' - 6"1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 2.3 2.7 0' - 9"60' - 0"60' - 6"60' - 0" STAIR 8 1 STALL6 STALLS 5' - 6"7' - 9 1/4"11' - 6" EXISTING VPCN BUILDING EJ-1 LINE OF CABLE CAR BARRIER/GUARDRAIL ASSEMBLY- TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES FROM GRID D TO GRID N ELEV 4 ELEV 5 0' - 2"8' - 3 1/4" 3' - 0"17' - 8"25' - 4"9' - 0" 5' - 10"7 STALLS7 STALLS504 FAN ROOM 1 9' - 0"2' - 11 3/4"1' - 6"9' - 0"ELEV 3 A4.11 2 504 ST8-05 501B GATE WITH SIGN "NOT AN EXIT"1' - 6"1' - 6"A3.022 A3.021 BELOW GRADE 501A10' - 11 3/4" 3' - 0" 3' - 1" 3' - 0" 10' - 8" 3' - 0" 5' MIN CLR 3.5 EL= 89' - 11" 501 EXIT PASSAGE WAY 1' - 0 1/2" HANDRAIL - BOTH SIDES OF RAMP 1 A3.16 BOLLARD , TYPICAL - SEE A1.03S FOR DIMENSIONS U26 U26 U26 U-6 U-6U-6 SEE A1.03S FOR DIMENSIONS AND PARTITION CALLOUTS D24 D24 H-4 EJ2 EJ-4 AT DOOR EJ-2 TYP CHAIN LINK PARTITION TYP ARROW PAVEMENT MARKING TYP PEDESTRIAN CIRCULATION PAVEMENT MARKING EXIT SIGN WITH BRAILLE CHARACTERS EXIT SIGN WITH BRAILLE CHARACTERS1' - 5 3/4" 6' - 2" 1' - 8" PAINT 6" CURB RED TO GRID G 4 A3.16 A9.01 8 3 A3.16 1 5' - 0"5' - 0"5' - 0"9' - 0"1' - 5 5/8"8' - 5 5/8"2' - 11 1/4" 1PEDESTRIAN CIRCULATION PAVEMENT MARKING 4" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYP LETTERING PAVEMENT MARKING ARROW PAVEMENT MARKING TYP LETTERING PAVEMENT MARKING TYP 1 1 500 3 STALLS 0' - 7"9' - 0"2' - 1"8' - 6"YELLOW STRIPE FROM PEDESTRIAN CIRCULATION PAVEMENT MARKING CONTINUES AROUND CORNER, FOR DIMENSIONS SEE 1 /1 A1.03S NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03S 1 7' - 7 5/16" FIRE ACCESS SIGN - SEE 12/A5.21 1 4" YELLOW PAINTED PAVEMENT MARKING TYP 1 1 4' - 6" 13' - 0" CHAIN LINK FENCE (3 SIDES) 10' X 19' COMPACTOR PAD 10' X 11' DUMPSTER PAD 2' - 2"INSIDE FACE OF WATER TANK BELOW WATER TANK BELOWEL= 88' - 10" 2 1' - 0"6" 6' - 6" NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:40 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.05S FLOOR PLAN LEVEL 5 SOUTH 1 3 4 5 5 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/02/17 RFI 068 5 03/17/17 CHANGE PROPOSAL 5 DN UP FECFD FD FD FD FEC FECFECFECFECFECA3.01 1 A3.021 4 5 6 7 8 9 10 11 12 E 17 STALLS 15 STALLSRAMP DOWN1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 23 STALLS22 STALLS9" 17' - 10" 20' - 10"21' - 4"20' - 2"20' - 2"20' - 2"21' - 4"20' - 10" 17' - 10"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6" 1' - 0" /MATCHLINE SEE: 1 A1.06S/MATCHLINE SEE: 1 A1.06S 15' - 0"26' - 0"17' - 0" 3" 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0"15' - 0"26' - 0"2 A3.15 3 A3.158' - 6"1' - 0"9' - 0"1' - 6"6' - 3"8' - 6"0' - 7"8' - 6" 2.3 2.7 STAIR 7 18 STALLSST7-06 603 STORAGE 603 U26 U26 U26 U26 LETTERING PAVEMENT MARKING TYP STALL STRIPING PAVEMENT MARKING TYP EXIT SIGN WITH BRAILLE CHARACTERS 1 A3.15 1 LETTERING PAVEMENT MARKING TYP PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP 4" YELLOW PAINTED STALL STRIPING PAVEMENT MARKING TYP 1 9' - 0"ARROW PAVEMENT MARKING TYP 1' - 9"9' - 0"1' - 3"8' - 6"1 NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03N 2 RETURN GUARDRAIL TO WALL 2 NO PARKING PAVEMENT MARKING IN LAST PARKING SPACE AT SPRINKLER STANDPIPE - SEE 5/A9.21 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:41 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.06N FLOOR PLAN LEVEL 6 NORTH 1 3 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/24/17 RFI 066 DN UPFECFECFDFD FD FD FEC FECFECFECFEC A3.02 3 A3.021 A3.01 2 12 13 14 15 E 16 17 18 22 STALLS10 STALLS23 STALLS23 STALLS22 STALLS8 STALLSRAMP UP2 2 3 3 4 A B C D E F G H I 1 19' - 9"18' - 6"18' - 6"3' - 3"15' - 3"30' - 0"15' - 3"3' - 3"18' - 6"18' - 6"19' - 9"9" 4 STALLS 17' - 6" 19' - 2" 19' - 4"21' - 4"21' - 4" 18' - 0" 18' - 0" 18' - 0" 600 LOBBY /MATCHLINE SEE: 1 A1.06N/MATCHLINE SEE: 1 A1.06N 15' - 0"26' - 0"17' - 0" 3"3" 15' - 0"26' - 0"17' - 0" 3"3" 15' - 0"26' - 0"17' - 0" 4 A3.15 2 A3.168' - 6"2' - 11 1/2"9' - 0"6' - 2"6' - 2"8' - 6"1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 2.3 2.7 0' - 9"60' - 0"60' - 6"60' - 0" 1' - 0" STAIR 8 1 STALL6 STALLS EJ-1 ELEV 4 ELEV 5 17' - 8"25' - 4"9' - 0"5' - 10" ELEV 3 601 STORAGE ST8-06 601 10' - 11 3/4" 3' - 0" 3' - 1" 3' - 0" 10' - 8" 3' - 0" 26' - 10" 3.5 1 A3.16 SEE A1.03S FOR DIMENSIONS AND PARTITION CALLOUTS U-6 U-6 U-6 BOLLARD, TYPICAL - SEE A1.03S FOR DIMENSIONS PEDESTRIAN CIRCULATION PAVEMENT MARKING EXIT SIGN WITH BRAILLE CHARACTERS 4 A3.16 3 A3.16 1 1 A1.22 16' - 2"8' - 6"6' - 2"9' - 0"5' - 0"5' - 0"5' - 0"9' - 0"1' - 5 5/8"8' - 5 5/8"2' - 11 1/4" 1 PEDESTRIAN CIRCULATION PAVEMENT MARKING LETTERING PAVEMENT MARKING LETTERING PAVEMENT MARKING TYP 14" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYP 4' - 6"9' - 0"600 3 STALLS YELLOW STRIPE FROM PEDESTRIAN CIRCULATION PAVEMENT MARKING CONTINUES AROUND CORNER, FOR DIMENSIONS SEE 1 /1 A1.03S NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03S 1 ARROW PAVEMENT MARKING TYP 4" YELLOW PAINTED PAVEMENT MARKING TYP 1 1 1 LINE OF CABLE CAR BARRIER/GUARDRAIL ASSEMBLY- TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES FROM GRID D TO GRID N 2 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:41 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.06S FLOOR PLAN LEVEL 6 SOUTH 1 3 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/02/17 RFI 068 DN UP FECFD FD FD FDFECFECFEC FECFECFEC A3.01 1 A3.021 4 5 6 7 8 9 10 11 12 E 17 STALLS RAMP DOWN1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 23 STALLS22 STALLS9" 17' - 10" 20' - 10"21' - 4"20' - 2"20' - 2"20' - 2"21' - 4"20' - 10" 17' - 10" 9"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6"1' - 0"182' - 0" /MATCHLINE SEE: 1 A1.07S/MATCHLINE SEE: 1 A1.07S 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0"26' - 0"15' - 0"2 A3.15 3 A3.15 0' - 7"8' - 6"9' - 0"1' - 6"8' - 6"3' - 0"1' - 0"8' - 6"2.3 2.7 17 STALLSSTAIR 7 703 STORAGE 703 ST7-07 U-6 U-6 U26 U26 EXIT SIGN WITH BRAILLE CHARACTERS 1 A3.15 PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP 4" YELLOW PAINTED STALL STRIPING PAVEMENT MARKING TYP 1 ARROW PAVEMENT MARKING TYP 1 2' - 1 5/8"9' - 0"1' - 9"9' - 0"1' - 3"8' - 6"1 NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03N 2 RETURN GUARDRAIL TO WALL 2 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:43 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.07N FLOOR PLAN LEVEL 7 NORTH 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 DN UPFECFECFEC FD FD FD FD FEC FECFECFECA3.02 3 A3.021 A3.01 2 12 13 14 15 E 16 17 18 22 STALLS30 STALLS23 STALLS23 STALLS22 STALLSRAMP UP2 2 3 3 4 4 A B C D E F G H I 1 1 9"19' - 9"18' - 6"18' - 6"3' - 3"15' - 3"30' - 0"15' - 3"3' - 3"18' - 6"18' - 6"19' - 9"1' - 0"17' - 6"19' - 2"19' - 4"21' - 4"21' - 4"18' - 0"18' - 0"18' - 0"700 LOBBY /MATCHLINE SEE: 1 A1.07N/MATCHLINE SEE: 1 A1.07N 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0" 4 A3.15 2 A3.168' - 6"2' - 0"9' - 0"0' - 6"2' - 0"8' - 6"1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 2.3 2.7 0' - 9"60' - 0"60' - 6"60' - 0" STAIR 8 8 ACC STALLS W_6 - STACKED PARTITION WITH EIFS ON THE GARAGE SIDE; PAINTED ON LOBBY SIDE GLAZED FRAMING SYSTEM ELEV 4 ELEV 526' - 0"ELEV 3 701 STORAGE 13' - 4 1/4" A4.12 1 700B700AST8-07 701 10' - 11 3/4" 3' - 0" 3' - 1" 3' - 0" 10' - 8" 3' - 0" 33' - 2"26' - 10" 3.5 1' - 0" 10' - 9" 12' - 0"8"3' - 10" 10' - 0" 12' - 9" 6' - 10" 6' - 6"2' - 7"2' - 1"1' - 11"5' - 4" 2' - 2"8' - 0 1/2".9' - 0"6' - 5 1/2"1' - 0 1/2"9 1/2"4' - 10 1/2"3' - 8 3/4"1' - 1 1/2"1' - 5 3/4" 1 A3.16W-6W-6 W-6W-6OUTLINE OF FUTURE BRIDGE BOLLARD, TYPICAL REMOVABLE PANEL FOR FUTURE BRIDGE & BRIDGE ENCLOSURE: •DEFS •GYPSUM SHEATHING •4" METAL STUDS W/ R13 BATT INSULATION •VAPOR BARRIER •GYPSUM BOARD J-2 T J-2 T D26 R24 R24 H-4 R24 D24 A-4 R26 R24 H-2 H-2 R26 R26 R26 R24T R26T TYP TYP TYP U-6 U-6 U-6 5 STALLS EXIT SIGN WITH BRAILLE CHARACTERS 1' - 3"1' - 3"8' - 0" 4 A3.16 3 A3.16 24' - 0 1/2" 10' - 8 3/4" 1 1 A1.22 1 1 YELLOW STRIPE FROM PEDESTRIAN CIRCULATION PAVEMENT MARKING CONTINUES AROUND CORNER 1 5' - 0"5' - 0"5' - 0"9' - 0"1' - 5 5/8"8' - 5 5/8"2' - 11 1/4" 1 3 STALLS 9' - 0"1' - 2" TYPICAL ACCESSIBLE PARKING STALL, SEE /8 A9.21 1 PEDESTRIAN CIRCULATION PAVEMENT MARKING LETTERING PAVEMENT MARKING LETTERING PAVEMENT MARKING TYP 14" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYP 12' - 1"8' - 6"0' - 7"9' - 0"4' - 8 3/8"NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03S 1 ARROW PAVEMENT MARKING TYP 1 1 LINE OF CABLE CAR BARRIER/GUARDRAIL ASSEMBLY- TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES FROM GRID D TO GRID N 2 SEE A1.03S FOR REMAINDER OF DIMENSIONS NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:45 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.07S FLOOR PLAN LEVEL 7 SOUTH 1 3 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/02/17 RFI 068 DN FECFD FD FD FD FEC FECFECFECFECFECA3.01 1 A3.021 17 STALLS RAMP DOWN1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 23 STALLS22 STALLS9" 17' - 10" 20' - 10"21' - 4"20' - 2"20' - 2"20' - 2"21' - 4"20' - 10" 17' - 10" 9"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6" 1' - 0" 182' - 0" /MATCHLINE SEE: 1 A1.08S/MATCHLINE SEE: 1 A1.08S 26' - 0"15' - 0"15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 2 A3.15 3 A3.158' - 6"7' - 6"9' - 0"7' - 6"8' - 6"8' - 1" 2.3 2.7 STAIR 7 803 STORAGE 10 STALLEJ1 CABLE CAR BARRIER/GUARDRAIL ASSEMBLY 803 ST7-08 U-6 U-6 U26 U26 LETTERING PAVEMENT MARKING TYP EXIT SIGN WITH BRAILLE CHARACTERS 1 A3.15 1 PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP 4" YELLOW PAINTED STALL STRIPING PAVEMENT MARKING TYP ARROW PAVEMENT MARKING TYP 9' - 0"7' - 3"8' - 6"7' - 3"8' - 6"2' - 4 1/2"9' - 0"0' - 4 5/8"1 NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03N /MATCHLINE SEE: 1A1.201 /MATCHLINE SEE: 1A1.204" YELLOW PAINTED PAVEMENT MARKING TYP 1 2 RETURN GUARDRAIL TO WALL 2 EAST RAMP2 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:46 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.08N FLOOR PLAN LEVEL 8 NORTH 1 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 DNFECFECFDFD FD FD FEC FECFECFECFEC A3.02 3 A3.021 A3.01 222 STALLS6 STALLS23 STALLS22 STALLS30 STALLS23 STALLSRAMP UP2 2 3 3 4 A B C D E F G H I 1 2' - 0"18' - 6"18' - 6"18' - 6"3' - 3"15' - 3"30' - 0"15' - 3"3' - 3"18' - 6"18' - 6"19' - 9"9" 4 STALLS 17' - 6" 19' - 2" 19' - 4"21' - 4"21' - 4" 18' - 0" 18' - 0" 18' - 0" 800 LOBBY /MATCHLINE SEE: 1 A1.08N/MATCHLINE SEE: 1 A1.08N 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 3" 3" 15' - 0"26' - 0"17' - 0" 4 A3.15 2 A3.162' - 9 1/2"8' - 6"6' - 2"9' - 0"6' - 2"8' - 6"1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 2.3 2.7 STAIR 8 1 STALL6 STALLS CABLE CAR BARRIER/GUARDRAIL ASSEMBLY ELEV 4 ELEV 5 17' - 8"25' - 4"9' - 0"5' - 10"8' - 0"5' - 0"8' - 0"8' - 0"ELEV 3 TRENCH DRAIN 801 STORAGE ST8-08 801 10' - 11 3/4" 3' - 0" 3' - 1" 3' - 0" 10' - 8" 3' - 0" 3.5 1 A3.16 INSTALL TRAFFIC COATING ON RAMP FROM LEVEL 8 TO LEVEL 9 BOLLARD, TYPICAL - SEE A1.03S FOR DIMENSIONS SEE A1.03S FOR DIMENSIONS AND PARTITION CALLOUTS U-6 U-6 U-6 ARROW PAVEMENT MARKING TYP EXIT SIGN WITH BRAILLE CHARACTERS 4 A3.16 3 A3.16 1 1 A1.22 800 TYPICAL ACCESSIBLE PARKING STALL, SEE 1 5' - 0"5' - 0"5' - 0"9' - 0"1' - 5 5/8"8' - 5 5/8"2' - 11 1/4" 1 3 STALLS PEDESTRIAN CIRCULATION PAVEMENT MARKING LETTERING PAVEMENT MARKING LETTERING PAVEMENT MARKING TYP 14" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYP 1 1 1 1' - 8"6' - 2"9' - 0"6' - 2"8' - 6"5' - 2 3/8"/1 A1.03S YELLOW STRIPE FROM PEDESTRIAN CIRCULATION PAVEMENT MARKING CONTINUES AROUND CORNER, FOR DIMENSIONS SEE 1NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE 1 /1 A1.03S /8 A9.21 WEST RAMP (ALTERNATE 1) SEE SHEET A1.21 /MATCHLINE SEE: 1A1.20LINE OF CABLE CAR BARRIER/GUARDRAIL ASSEMBLY- TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES FROM GRID D TO GRID N 2 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:48 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.08S FLOOR PLAN LEVEL 8 SOUTH 1 3 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/02/17 RFI 068 FECFECFECFECFECFD FD FD FDFEC FECA3.01 1 A3.021 17 STALLS RAMP DOWN1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 23 STALLS22 STALLS9" 17' - 10" 20' - 10"21' - 4"20' - 2"20' - 2"20' - 2"21' - 4"20' - 10" 17' - 10" 9"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6"1' - 0"182' - 0" /MATCHLINE SEE: 1 A1.09S/MATCHLINE SEE: 1 A1.09S 15' - 0"26' - 0"15' - 0" 26' - 0"17' - 0" 3" 15' - 0" 26' - 0"17' - 0" 3" 15' - 0"26' - 0"17' - 0" 2 A3.15 3 A3.15 TYP 8' - 6"3' - 7"4' - 10"TYP9' - 0"2' - 2"TYP8' - 6"3' - 1 1/2"TYP9' - 0"5' - 4"TYP8' - 6"2.3 2.7 STAIR 7 LINE OF CABLE CAR BARRIER/GUARDRAIL ASSEMBLY- TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES FROM GRID D TO GRID N A7.01 3 ST7-09 LADDER TO HATCH ABOVE INSTALL TRAFFIC COATING ON RAMP FROM LEVEL 8 TO LEVEL 9 INSTALL TRAFFIC COATING ON ENTIRE LEVEL 9 DECK - WRAP UP ONTO PERIMETER CONCRETE BEAMS 8" WRAP TRAFFIC COATING UP CMU WALLS 8"TYP8' - 6"5' - 7"TYP9' - 0"5' - 1"U26 U26EXIT SIGN WITH BRAILLE CHARACTERS 1 A3.15 1' - 6"3' - 6"1' - 6"3' - 6"1' - 6"3' - 6"3' - 6"1' - 6"1 PEDESTRIAN CIRCULATION PAVEMENT MARKING TYP 4" YELLOW PAINTED STALL STRIPING PAVEMENT MARKING TYP ARROW PAVEMENT MARKING TYP 1 1 NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE /1 A1.03N 1 1 1 1 1 2 1-HOUR APPLIED FIREPROOFING TO ROOF DECK & PRIMARY STRUCTURAL MEMBERS ABOVE, TYP. 2 2 2 NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:50 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.09N FLOOR PLAN LEVEL 9 NORTH 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 FECFECFECFECFEC FD FD FD FD FEC A3.02 3 A3.021 A3.01 222 STALLS26 STALLS23 STALLS30 STALLS6 STALLS 2 2 3 3 4 A B C D E F G H I 1 9"19' - 9"18' - 6"18' - 6"3' - 3"15' - 3"30' - 0"15' - 3"3' - 3"18' - 6"18' - 6"19' - 9"9" 4 STALLS 17' - 6"19' - 2"19' - 4"21' - 4"21' - 4"18' - 0"18' - 0"18' - 0"900 LOBBY /MATCHLINE SEE: 1 A1.09N/MATCHLINE SEE: 1 A1.09N 15' - 0"26' - 0"17' - 0" 15' - 0"26' - 0"17' - 0" 4 A3.15 2 A3.168' - 6"5' - 6"9' - 0"2' - 10"8' - 6"2' - 4"4' - 6 1/2"9' - 0"TYP 9' - 0"7' - 11" 1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 2.3 2.7 0' - 9"60' - 0"60' - 6"60' - 0"17' - 0"26' - 0"17' - 0"STAIR 8 ELEV 4 ELEV 5 6 STALLS 1 STALL4 STALLS 901 ELEV MACH RM TYP 9' - 0"5' - 10" 12" CONCRETE WALL X 3'- 6" HIGH A7.02 3 ELEV 3 ST8-09 901 A4.12 2 LADDER TO HATCH ABOVE 3 3/4" 10' - 8" 3' - 0" 3' - 1" 3' - 0" 10' - 8" 3' - 0" 14' - 0" 2 1/4" 3.55' - 3 3/4"3 5/8"3 5/8"4 3/4"11 1/4"4 1/4"4 1/4"3 3/8"3 3/8"1 A3.16 WRAP TRAFFIC COATING UP PERIMETER WALLS OF STAIR/LOBBY/ELEVATOR ENCLOSURE 8" INSTALL TRAFFIC COATING ON ENTIRE LEVEL 9 DECK - WRAP UP ONTO PERIMETER CONCRETE BEAMS/WALLS 8" BOLLARD, TYPICAL - SEE A1.03S FOR DIMENSIONS SEE A1.03S FOR DIMENSIONS SYMBOL PAVEMENT MARKING TYP EXIT SIGN WITH BRAILLE CHARACTERS 4 A3.16 A9.01 9 3 A3.16 OVERHANG ABOVE1' - 6"3' - 6"3' - 6"1' - 6"1' - 6"3' - 6"3' - 6"1' - 6"4 A3.17 A3.17 2 A3.17 1 A3.17 3 900 ARROW PAVEMENT MARKING TYP 1 PEDESTRIAN CIRCULATION PAVEMENT MARKING LETTERING PAVEMENT MARKING LETTERING PAVEMENT MARKING TYP 14" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYP 9' - 0"5' - 0" 1 1 1 YELLOW STRIPE FROM PEDESTRIAN CIRCULATION PAVEMENT MARKING CONTINUES AROUND CORNER, FOR DIMENSIONS SEE 1 /1 A1.03S NO PARKING PAVEMENT MARKING TYP, FOR DIMENSIONS SEE 1 /1 A1.03S D26T D26 D26 R26T A-6T A-6T A-6T D26 R26 R26 R26T R26 R26T 4' - 11 1/2"4' - 0" 1 HOUR APPLIED FIRE PROOFING TO ROOF DECK & PRIMARY STRUCTURAL MEMBERS ABOVE, TYP 1 1 2 2 9' - 7" 3' - 4" NOTE: SEE SHEET FOR ADDITIONAL PAVEMENT MARKING AND PARKING DETAILS INFORMATION A9.21 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:51 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.09S FLOOR PLAN LEVEL 9 SOUTH 1 3 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/02/17 RFI 068 3 3.3 3.7 4 N O P 2 A3.15 SLOPE SLOPEROOF HATCHSLOPESHEET METAL CONDUCTOR HEAD 4 A9.03 NORTH ROOF CONSTRUCTION: - STEEL DECK - SUBSTRATE BOARD - VAPOR RETARDER - MINIMAL TAPERED POLY-ISO INSULATION TO CREATE SLOPE TO DRAIN - COVER BOARD - PVC ROOF MEMBRANE 1 A3.01 2 4 A B C 4 A3.15 3.1 3.4 3.6 SLOPESLOPEROOF HATCH SHAFT BELOW FOR DUCTWORK 3.5 1 A3.16 WINDOW WASHING TIE OFFS (6), TYPICAL 4 A3.17 A3.17 2 A3.17 3 SLOPESLOPE SLOPE 1 1 1 1 1 1 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:52 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.10 ROOF PLAN NORTH AND SOUTH 1/8" = 1'-0"1 ROOF PLAN NORTH 1/8" = 1'-0"2 ROOF PLAN SOUTH MARK DATE DESCRIPTION 1 01/13/17 CHANGE PROPOSAL 1 Level 6 99' - 4" PUMP ROOM 4" TOPPING SLAB WITH RADIANT HEAT 2" RIGID INSULATION STRUCTURAL SLAB STRUCTURAL BEAMS AND COLUMNS WITH 2 HR FIREPROOFING VEHICLE BARRIER PEDESTRIAN BARRIER 13 A9.02 4 A1.20 ELEVATION = 96' - 0" (VERIFY)3' - 4"TYPICAL RAMP CONSTRUCTION Level 6 99' - 4" Level 7 109' - 10" ELEVATION = 96' - 0" (VERIFY) PUMP ROOM SIDEWALK EAST RAMP 3' - 4"4 F G H I J K 3 A3.15 3 A1.20 4 A1.20 4" YELLOW ROAD STRIPING - PAVEMENT MARKING - CENTER LINE 4" YELLOW ROAD STRIPING - PAVEMENT MARKING12' - 0"2' - 4"2' - 4"12' - 0"15' - 0"15' - 0"PUMP ROOM BELOW SEE: STALL STRIPING - PAVEMENT MARKING /MATCHLINE SEE: 1 A1.08S /MATCHLINE SEE: 1 A1.08N /MATCHLINE SEE: 1A1.08NELEV = 97'ELEV = 107' - 0"ELEV = 98'30' - 0"ELEV = 119' - 4"15' - 0"15' - 0"20' - 9"24' - 0 3/4"20' - 0" 64' - 6" 83' - 8" /2 A1.20 2 2 2 A1.20 5 8' - 0"5' - 0"8' - 0"U-6U-6 U-6 604PUMP ROOM 507 CONCRETE WALL - SEE STRUCTURAL DRAWINGS 2' - 6" 2' - 6" 6' - 6"9' - 10"3' - 0 3/4"9' - 10"20' - 0" 3' - 0" 2' - 0" GUARDRAIL BOTTOM OF RAMP SIGNAGE - "VALLEY MEDICAL CENTER EMPLOYEE ACCESS ONLY" RAMP SLOPE CHANGE PAINTED STEEL FRAME TO SUPPORT CLEARANCE BAR 5' - 0"6" 6" 1' - 3" 2' - 6" 9' - 0" 1' - 3" LOOP DETECTOR, TYP BARRIER GATE TYP6"RAISED CONCRETE ISLAND BOLLARD, TYP CARD READER 6" HAND HOLE CLEARANCE BAR - FASTEN TO UNDERSIDE OF STEEL FRAME - CENTER OVER DRIVE AISLE - SET HEIGHT TO MINIMUM CLEARANCE VERIFIED ON SITE ARROW PAVEMENT MARKING, TYP EQ EQ 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:55 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.20 EAST RAMP 1/8" = 1'-0"3 SECTION @ RAMP/ MECHANICAL ROOM 1/8" = 1'-0"4 WEST ELEVATION - MECHANICAL ROOM 1/8" = 1'-0"1 EAST RAMP PLAN 1 1/4" = 1'-0"2 PUMP ROOM UNDER EAST RAMP 1/4" = 1'-0"5 PARKING CONTROL EQUIP PLAN 3 3 3 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/24/17 CHANGE PROPOSAL 3 UP LEVEL DOWN LEVEL COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTUP LEVEL DOWN LEVEL COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTUP LEVEL DOWN LEVEL COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTUP LEVEL DOWN LEVEL COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTLEVEL DOWN LEVEL UP COMPACTCOMPACTRoll up Door COMPACT COMPACT COMPACT COMPACTCOMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT 7 8 9 10 11 12 13 14 15 C DC'E 16 E F G H I J K L M 1 4 A3.16 1 A1.22 15' - 8" 14' - 2" 4" 14' - 2" 15' - 7"14' - 2" 4" 14' - 2"3' - 8" 12' - 0" 4' - 8" 12' - 0" 3' - 8" W-6 A-6A-6A-6602PUMP ROOM 602 SIMILAR WITH ONLY 3 COURSES 5' - 2"8' - 0" EXISTING GARAGE LAYOUT EXISTING GARAGE LAYOUT 4" PAINTED YELLOW STRIPING CENTER LINE ARROW PAVEMENT MARKING TYPICAL TYPICAL RAMP CONSTRUCTION 4" TOPPING SLAB WITH RADIANT HEAT 2" RIGID INSULATION STRUCTURAL SLAB STRUCTURAL BEAMS & COLUMNS WITH 2 HR APPLIED FIREPROOFING LEVEL 6 EXISTING GARAGE EJ-1 MODIFY STRIPING FROM BASE BID REMOVE CABLE RAIL FROM BASE BID LEVEL 8 GARAGE EXPANSION NO PARKING PAVEMENT MARKING TYP - FOR DIMENSIONS SEE . LETTERING PAVEMENT MARKING TYP 4" PAINTED YELLOW STALL STRIPING PAVEMENT MARKING TYPNEW GARAGEEXPANSION RAMPRAMP UPAREA DRAIN 13' - 10 1/2" 7' - 0"2' - 0"7' - 0"2' - 0"19' - 1 5/16"2' - 0"6' - 6"2' - 0"6' - 6"16' - 4" 13' - 6" 4" 14' - 8" 15' - 1" LEVEL 6 EXISTING GARAGE 38' - 0" /5 A9.21 ARROW PAVEMENT MARKING IN ALTERNATE #1 2 A1.22 7' - 6"7' - 6"R 7' - 6"ELEV = 111' - 6"+ ELEV = 119' - 4" ELEV = 105' - 8 3/8"+ (VERIFY)ELEV = 120' - 4"/MATCHLINE SEE: 1 A1.08S /MATCHLINE SEE: 1 A1.08N /MATCHLINE SEE: 1 A1.08S ELEV = 112'-6"+ 2 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:57 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.21 WEST RAMP (ALTERNATE #1) 1/8" = 1'-0"1 WEST RAMP (ALTERNATE #1)1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 Level 8 120' - 4" Level 6 99' - 4" Level 7 109' - 10" 4 A3.16 2' - 0"TYPICAL ROOF CONSTRUCTION •GAGE METAL FRAMING •STEEL DECK •SUBSTRATE BOARD •VAPOR RETARDER •COVER BOARD •PVC ROOF MEMBRANE DEFS ON SHEATHING OVER 6" METAL FRAMING (BOTH SIDES) DEFS ON SHEATHING OVER 6" METAL FRAMING DEFS ON SHEATHING OVER 6" METAL FRAMING ALIGN 3 COURSES OF CMU Level 8 120' - 4" Level 6 99' - 4" Level 7 109' - 10" 3 A1.22 DEFS ON SHEATHING OVER 6" METAL FRAMING (BOTH SIDES) DEFS ON SHEATHING OVER 6" METAL FRAMING10' - 0"8' - 0".Level 8 120' - 4" Level 6 99' - 4" Level 7 109' - 10" LEVEL 6 99.33 LEVEL 6.5 104.58 14 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:21:59 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A1.22 WEST RAMP (ALTERNATE #1) 1/4" = 1'-0"3 SECTION THROUGH WEST RAMP PUMP ROOM 1/4" = 1'-0"1 SOUTH ELEVATION - WEST RAMP PUMP ROOM 1/4" = 1'-0"2 WEST ELEVATION - WEST RAMP PUMP ROOM 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" TO Steel Stair 7 141' - 1" 1 A3.10 1 A3.10 1.31.7233.33.74 2 A3.10 2 A3.10 1 10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"17' - 10"20' - 10"21' - 4"20' - 2"20' - 2"20' - 2"21' - 4"20' - 10"17' - 10" 2.32.7 NEW GRADE SHORING WALL (TOP AT NEW GRADE WITH 9" HIGH CURB ON TOP)5 1/2" PT SLAB3' - 9"6' - 3 1/2"CMU WITH CEMENT PLASTER FINISH AND PAINTED - TYPICAL CONTROL JOINT IN CEMENT PLASTER PAINTED CONCRETE - TYPICAL UNO CHAIN LINK PARTITIONS TYPICAL CHAIN LINK FENCE 1 A3.15 TO Parapet Stair 7 145' - 1" 2 ALIGN2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" 1 A3.10 1 A3.10 2 3 4 2 A3.10 2 A3.10 1 2 A3.16 1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.62.3 2.7 NEW GRADE TOP OF STEPPED SHORING WALL - 2'-0" BELOW NEW GRADE PEDESTRIAN ENTRANCE A3.04 1 3.5 1 A3.16 CHAIN LINK FENCE WITH GATE CMU WITH CEMENT PLASTER FINISH AND PAINTED - TYPICAL ABOVE GRADE CMU ONLY METAL FACADE FIN ASSEMBLY -TYPICAL PAINTED CONCRETE - TYPICAL UNO PAINTED CONCRETE - TYPICAL UNO A3.05 1 3 A3.16 1 1 E EIFS TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" 2 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:01 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.01 ELEVATIONS - NORTH AND SOUTH 1/16" = 1'-0"1 NORTH ELEVATION 1/16" = 1'-0"2 SOUTH ELEVATION FOR FIN SPACING 1 1 2 3 4 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/17/17 CHANGE PROPOSAL 5 Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" TO Steel Stair 7 141' - 1" A B C D E F G H I J K L M N O P 2 A3.15 3 A3.15 4 A3.15 17' - 6"19' - 2"19' - 4"21' - 4"21' - 4"18' - 0"18' - 0"18' - 0"21' - 4"21' - 4"21' - 4"21' - 4"21' - 4"21' - 6"21' - 6"10' - 3"10' - 6"10' - 6"10' - 6"10' - 6"LOUVER AREA, 3 PLACES CHAIN LINK PARTITIONS, TYPICAL EIFS PAINTED CONCRETE - TYPICAL UNO CMU WITH CEMENT PLASTER FINISH AND PAINTED - TYPICAL ABOVE GRADE CMU ONLY CMU WITH CEMENT PLASTER FINISH AND PAINTED TYPICAL CONTROL JOINT CENTERED IN PANEL CONTROL JOINT IN CEMENT PLASTER9 A9.01 8 A9.01 TO Parapet Stair 7 145' - 1" 2 EIFS CONTROL JOINTDEFLECTION JOINT 2 EQ EQ CONTROL JOINT IN CEMENT PLASTER2 2 2 2 TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" ABCDEFGHIJKLMNOP 10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"CABLE RAIL TO BE REMOVED IF ALTERNATE 1 IS TAKENPAINTED CONCRETE - TYPICAL UNO CMU WITH CEMENT PLASTER FINISH AND PAINTED - TYPICAL CHAIN LINK PARTITIONS - TYPICAL CMU WITH CEMENT PLASTER FINISH AND PAINTED - TYPICAL CHAIN LINK PARTITIONS - TYPICAL CHAIN LINK FENCE 10' - 6" CONTROL JOINT IN CEMENT PLASTER CHAIN LINK FENCE 2 EIFS Level 3 67' - 10" Level 4 78' - 4" Level 5 88' - 10" A B C D E F G H I J K L M N O P 2 A3.15 3 A3.15 4 A3.15 10' - 6"10' - 6"EXHAUST DUCT, TYP PLENUM WALL GRILLE, TYP PLENUM FLOOR GRILLE, TYP PARTITION, 4 PLACES CONCRETE SLAB, TYP HORIZONTAL PLENUM 1 HORIZONTAL PLENUM 2 HORIZONTAL PLENUM 330"X30" ACCESS HATCH 1 30"X30" ACCESS HATCH 1 2 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:04 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.02 ELEVATIONS - EAST AND WEST 1/16" = 1'-0"1 EAST ELEVATION 1/16" = 1'-0"3 WEST ELEVATION 1/16" = 1'-0"2 EAST ELEVATION - BELOW GRADE 1 1 2 3 4 44 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 4 03/17/17 CHANGE PROPOSAL 5 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:05 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.03 ELEVATIONS - ELEVATOR SHAFT & MACHINE ROOM MARK DATE DESCRIPTION Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" 1 A3.10 1 A3.10 3 4 2 A3.16 2.2 2.8 3.1 3.4 3.62.3 2.7 FUTURE BRIDGE ENTRANCE 3.5 1 A3.16 1' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 11 3/4" 1' - 0" 2' - 1" 3' - 0" 1' - 0" 3' - 0" 2' - 0" 3' - 0" 1' - 8" 3' - 0" 1' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2 1/4" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 1' - 0" 2' - 11 3/4" 2' - 0" 1' - 1" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 8" 3' - 0" 2' - 0"3' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 2 1/4" 1' - 0" OFF SET TYPICAL MCMP DIMENSION TYPE A MCMP DIMENSION TYPE B USE MCMP DIMENSION TYPE A USE MCMP DIMENSION TYPE B USE MCMP DIMENSION TYPE A USE MCMP DIMENSION TYPE B FUTURE BRIDGE ENCLOSURE 3 A3.16 9 A9.01 9 A9.01 8 A9.01 8 A9.01 METAL FACADE FIN ASSEMBLY (SHADED AREA) IS PART OF FUTURE BRIDGE CMU WITH CEMENT PLASTER FINISH AND PAINTED - TYPICAL ABOVE GRADE CMU ONLY MCMP SYSTEM - TYPICAL GLAZED FRAMING - TYPICAL WITH GL-1 TYPICAL 1 GARAGE ENTRANCE PAINTED CONC TYP 1 1 METAL FACADE FIN ASSEMBLY TYP, SPACING CONTINUES FROM SHEET A3.05 1 1 2 7' - 6" MAX. CLEARANCE PARKING CLEARANCE SIGN PAINTED ON CONCRETE TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" 2 2 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:06 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.04 ENLARGED SOUTH ELEVATION MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" 211.4 1.6 1.9 2.2 2.3 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 3' - 0"3' - 0"2' - 0"3' - 0"2' - 0"3' - 0"2' - 0"3' - 0"2' - 0"3' - 0"2' - 0" TYPICAL EVEN FLOOR DIMENSIONS TYPICAL ODD FLOOR DIMENSIONS 3' - 0"3' - 0"2' - 0"3' - 0"2' - 0"3' - 0"2' - 0"3' - 0"2' - 0"3' - 0"2' - 0"1' - 8"2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:07 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.05 ENLARGED SOUTH ELEVATION - FINS 1/4" = 1'-0"1 SOUTH ELEVATION - FINS 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" A B C D E F G H I J K L M N O P CABLE RAIL - TYPICAL ALL LEVELS OF THE RAMP - BOTH SIDES - SEE STRUCTURAL DRAWINGS FOR DETAILING 7' - 5 1/2"1' - 0 1/2"ELEV = 81'-0 ELEV = 78'-4 BIKE STORAGE CHAIN LINK FENCING EJ-1 TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN FENCING GRATING 9".METAL FACADE FIN ASSEMBLY -TYPICAL 5 A9.03 2 2 2 2 2 2 2 2 2 2 2 2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" A B C D E F G H I J K L M N O P STORAGE STORAGE STORAGE STORAGE FENCING - TYPICAL SPRINKLER ROOM SPRINKLER RISER SHAFT METAL FINS - 1" OFF FACE OF CONCRETE METAL GRATING - NORTH ELEVATION ONLY 9".223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:09 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/16" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.10 BUILDING SECTIONS 1/16" = 1'-0"1 BUILDING SECTION 1 1/16" = 1'-0"2 BUILDING SECTION 2 1 3 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/20/17 CHANGE PROPOSAL 4 T ectonic Cop yright 2007 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" TO Steel Stair 7 141' - 1" 4 SLOPED CMU WALL - FLUSH WITH CONCRETE ABOVE - PAINTED WHERE EXPOSED FROM THE EXTERIOR CMU WALL - FLUSH WITH CONCRETE ON THE EXTERIOR WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED WHERE EXPOSED TO THE EXTERIOR CMU WALL - FLUSH WITH CONCRETE ON THE EXTERIOR WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED - TYPICAL FLOORS 6-9 WHERE EXPOSED TO THE EXTERIOR1' - 6"9' - 0"1' - 6"9' - 0"EJ-4 HOT FLUID APPLIED WATERPROOFING WITH PROTECTION BOARD LADDER TO ROOF ROOF HATCH SEE SECTION 1 FOR NOTES CONCERNING THE RETAINING WALL AND FOOTING DRAIN 6"WEEP HOLES IN CONC CURB PAINTED CONCRETE - WHERE EXPOSED TO THE EXTERIOR CONCRETE SIDEWALK TO Parapet Stair 7 145' - 1"2 2 2 2 2 2 EJ-2 BEYOND Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" 4 SLOPE DETENTION VAULT PILES AND LAGGING CHECKER BOARD DRAINAGE MAT OVER LAGGING SHOTCRETE CONCRETE WALL EJ-2 - TYP SOUTH & EAST SIDES OF THE GARAGE FOOTING DRAIN DRAINAGE MAT CONNECTION TO FOOTING DRAIN CONCRETE SIDEWALK FIRE ACCESS ROAD HOT FLUID APPLIED WATERPROOFING WITH PROTECTION BOARD WEEP HOLES CHAIN LINK FENCE INFILL PANEL EJ-1 - AT RAMP EAST RAMP TO FLOOR 8 CONCRETE CURB - TYPICAL THIS BAY. PAINT ALL SURFACES BETWEEN ARROWS.6' - 3 1/2"3' - 9"5 1/2"6' - 3 1/2"516HORIZONTALPLENUM 2TYP3' - 9"5 1/2"CONCRETE CURB - TYPICAL THIS BAY. PAINT ALL SURFACES BETWEEN ARROWS. EJ-3 2HR RATED PLENUM BOTTOM GRAVEL LIQUID APPLIED FLASHING 2" TO FENCE CL 1 1 TRAFFIC COATING 8"1' - 2"1 2 2 2 2 2 2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" 4 0"14' - 8"1' - 0"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"SLOPED CMU WALL FLUSH WITH CONCRETE ABOVE CMU WALL WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED CMU WALL FLUSH WITH CONCRETE ABOVE EJ-4 HOT FLUID APPLIED WATERPROOFING WITH PROTECTION BOARD CMU WALL - SET BACK 2" FROM FACE OF CONCRETE - WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED - WHERE EXPOSED TO THE EXTERIOR - TYPICAL FLOORS 6-82' - 0"8' - 6"1' - 1"TYPICAL EXTERIOR CONSTRUCTION - FLOOR 9 •GYPSUM WALL BOARD •VAPOR RETARDER •6" STEEL STUDS / INSULATION (R13) •SHEATHING •WEATHER BARRIER •EIFS WITH CONTINUOUS INSULATION (R10) SEE SECTION 3 FOR NOTES CONCERNING THE RETAINING WALL AND FOOTING DRAIN CONCRETE RAMP ON RIGID INSULATION HANDRAILING 3' - 0"A9.02 2 2" PAINTED CONCRETE - WHERE EXPOSED TO THE EXTERIOR (TOP EXTERIOR SIDE AND BOTTOM) FLOORS 6-9 CONTINUOUS RIGID INSULATION (R10) WITH 7/8" HAT CHANNEL AND 5/8" TYPE X GYPSUM BOARD ON THE INSIDE FACE - TYPICAL FLOORS 3 - 8 A9.02 8 2 2 2 2 2 TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" 2 1 1 1 2ELEVATOR CLEAR OVERHEAD131' - 10" LOBBY AREA FINISHED FLOOR CONTINUOUS INSULATION (R10) BETWEEN COLUMN LINES A AND C 2 13' - 4"3 EJ-2 BEYOND Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" P 9"PILES AND LAGGING CHECKER BOARD DRAINAGE MAT OVER LAGGING SHOTCRETE CONCRETE WALL FOOTING DRAIN DRAINAGE MAT CONNECTION TO FOOTING DRAIN GRAVEL METAL GRATING - SLOPED WITH RETAINING WALL AND FINISH GRADE CHAIN LINK PARTITON 2" 2" CONCRETE CURB ON STRUCTURAL CONCRETE UPTURNED BEAM - PAINT ALL SURFACES BETWEEN ARROWS, TYPICAL CONCRETE PERIMETER COLUMN - PAINT ALL 4 SURFACES - TYPICAL TRAFFIC COATING 2 21' - 1 1/2"223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:14 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.15 WALL SECTIONS 1/4" = 1'-0"2 SECTION @ STAIR 7 1/4" = 1'-0"3 SECTION @ DETENTION VAULT 1/4" = 1'-0"4 SECTION @ ENTRANCE DOOR 1/4" = 1'-0"1 SECTION @ NORTH ELEVATION 1 1 1 1 1 1 1 1 1 1 1 2 2 4 4 4 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/15/17 RFI 37 4 03/17/17 CHANGE PROPOSAL 5 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" A GWB ON HAT CHANNELS - TYPICAL ON CONCRETE AND CMU IN THE LOBBY ONLY TEMPORARY INFILL PANEL (PARTITION TYPE A_4) TO BE REMOVED WHEN MOB GLASS IS INSTALLED CMU WALL - WITH PORTLAND CEMENT PLASTER FINISH (EXTERIOR ONLY) AND PAINTED EJ-2 - TYPICAL SOUTH AND EAST SIDES OF THE GARAGE METAL FACADE FIN ASSEMBLY - TYPICAL SOUTH SIDE OF GARAGE PAINTED CONCRETE - PAINT ALL SURFACES BETWEEN ARROWS HOT FUILD APPLIED WATERPROOFING WITH PROTECTION BOARD SLOPE SEE SECTION 1 FOR NOTES CONCERNING THE RETAINING WALL AND FOOTING DRAIN METAL FACADE FIN ASSEMBLY - TYPICAL SOUTH SIDE OF GARAGE OUTLINE OF FUTURE BRIDGE 5 1/2"6' - 3 1/2"1' - 0 1/2"2' - 8 1/2"5 1/2"7' - 4"2' - 8 1/2"LIQUID APPLIED FLASHING 8"TRAFFIC COATING 2 11' - 8"2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" A RAMP A9.13 C4 A9.13 C4 TYPICAL J_2 TYPE FURRING - TYPICAL ON CONCRETE IN THE LOBBIES ONLY - FLOORS 5 THROUGH 9. CONTINUOUS RIGID INSULATION (R10) WITH 7/8" HAT CHANNEL AND 5/8" TYPE X GYPSUM BOARD ON INSIDE FACE IN ALL LOBBIES, STORAGE 401 AND ELEC 301 8" 3' - 4" 6" EJ-2 A9.01 2 A9.01 1 A9.01 4 3 A9.01 A9.01 6 HOT FLUID APPLIED WATERPROOFING WITH PROTECTION BOARD LIQUID APPLIED FLASHING PILES AND LAGGING CHECKER BOARD DRAINAGE MAT OVER LAGGING SHOTCRETE CONCRETE WALL GRAVEL TYP TYP TYP TYP MCMP-1 - TYP WINDOW WALL TYPICAL EXTERIOR CONSTRUCTION - SOUTH ELEVATION •GYPSUM WALL BOARD •VAPOR RETARDER •6" STEEL STUDS / INSULATION (R13) •SHEATHING •WEATHER BARRIER •CONTINUOUS INSULATION (R10) •MCMP-1 2 TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" 1 1 2 1 2 CONTINUOUS INSULATION (R10) BETWEEN COLUMN LINES 3.5 AND 4 2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" A B OUTLINE OF FUTURE BRIDGE 3"TYPICAL OFFSET OF DOWNTURNED BEAMS FROM SLAB EDGE TRENCH DRAIN EJ-1 AT VEHICULAR ENTRY HOT FUILD APPLIED WATERPROOFING WITH PROTECTION BOARD TRENCH DRAIN ENTRANCE RAMP ON RIGID INSULATION3' - 9"2' - 0"1' - 0 1/2"2' - 8 1/2"3' - 9"2' - 0"TEMPORARY INFILL PANEL TO BE REMOVED WHEN MOB GLASS IS INSTALLED METAL FACADE FIN ASSEMBLY - TYPICAL SOUTH SIDE OF GARAGE PAINTED CONCRETE - ALL EXPOSED SURFACE TO THE EXTERIOR (TOP, BOTTOM AND EXTERIOR SIDES) TYPICAL ALL ABOVE GRADE FLOORS PAINTED CONCRETE - ALL SURFACES BETWEEN ARROWS PAINTED SIGN 8"TRAFFIC COATING METAL FACADE FIN ASSEMBLY HERE IS A PART OF FUTURE BRIDGE SCOPE 1 METAL FACADE FIN ASSEMBLY HERE IS A PART OF FUTURE BRIDGE SCOPE 1 1 2 2 2 2 2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" 1 ALTERNATE #1 - WEST RAMP (STIPPLED) EXISTING GARAGENORTH GARAGE EXPANSION EJ-1 - TYPICAL FLOORS 4-6 EJ-1 CABLE RAIL - TO BE REMOVED WHEN ALTERNATE #1 IS BUILT CONCRETE PERIMETER COLUMN - PAINT ALL 4 SURFACES - TYPICAL CHAINED LINK FENCE WITH GATE - BEYOND3' - 9"8"TRAFFIC COATING 6"10" 6"10" 6"10"3 COURSES ONLYDEFS EQ EQ EQ 13 A9.02 3 A1.22 10' - 0"8' - 0"2 2 2 2 EX-L 3 67' - 10" EX-L 3.5 73' - 1" 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:17 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.16 WALL SECTIONS 1/4" = 1'-0"2 SECTION @ SOUTH ELEVATION 1/4" = 1'-0"1 SECTION @ WINDOWS 1/4" = 1'-0"3 SOUTH SECTION @ GARAGE ENTRANCE1 1/4" = 1'-0"4 WEST SECTION AT CONNECTION TO EXISTING 3 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/15/17 RFI 37 Level 9 130' - 10" 4 3.5 EIFSEIFS SEE 2 ON THIS SHEET ANGLED ELEVATION DEFLECTION JOINT EIFS CONTROL JOINT TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" 2 SEE 2 ON THIS SHEET ANGLED ELEVATION DEFS Level 9 130' - 10" 4 A3.17 EIFS DEFS 4C A9.11 3B A9.11 EXIT SIGN DEFLECTION JOINTEIFS CONTROL JOINT @ DOOR JAMBS2 TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" ANGLED ELEVATION ANGLED ELEVATION 2 Level 9 130' - 10" AB4 A7.02 EIFS SEE 2 ON THIS SHEET ANGLED ELEVATION 9 A9.01 OPP HAND DEFLECTION JOINT TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" 2 Level 9 130' - 10" A9.02 11 A9.02 4 DEFS EIFS A9.02 15 SPRAY ON FIREPROOFING ON THE UNDERSIDE OF METAL DECK AND ON PRIMARY STEEL TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4"2 3 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:19 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A3.17 FLOOR 9 ELEVATIONS AND SECTION 1 1/4" = 1'-0"1 NORTH ELEVATION - FLOOR 9 1/4" = 1'-0"2 WEST ELEVATION WITH OVERHANG - FLOOR 9 1/4" = 1'-0"3 WEST ELEVATION - FLOOR 9 1/4" = 1'-0"4 SECTION @ FLOOR 9 OVERHANG FLOORS 3-6 AND 8 ARE SIMILAR FLOORS 3-6 AND 8 ARE SIMILAR FLOORS 3-6 AND 8 ARE SIMILAR MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/15/17 RFI 37 S S SS 4 A B C 3.4 3.6 500 LOBBY STAIR 8 ACP-1 8' - 0" A.F.F. GYP 7' - 4 1/2" A.F.F. GYP 7' - 4 1/2" A.F.F. 1' - 0"1' - 0" 3.5 ACP-1 8' - 6" A.F.F.9"CAMERA SMOKE DETECTOR ACP-1 8' - 0" A.F.F.EQEQALIGNSMOKE DETECTOR C4 A9.13 B4 A9.13 GYP 7' - 4 1/2" A.F.F. ELEV 4 ELEV 5 ELEV 3 501 EXIT PASSAGE WAY 4 A B C 3.4 3.6 STAIR 8 401 STORAGE 400 LOBBY ELEV 3 ELEV 4 ELEV 5 NO CLG 3.5 ALIGNC4 A9.13 B4 A9.13 GYP 7' - 4 1/2" A.F.F. 1' - 0"1' - 0" ACP-1 8' - 0" A.F.F. GYP 7' - 4 1/2" A.F.F. GYP 7' - 4 1/2" A.F.F. CAMERA SMOKE DETECTOR 9"ACP-1 8' - 0" A.F.F. 4 A B C 3.4 3.6 900 LOBBY ELEV MACH RM STAIR 8 ACP-1 8' - 0" A.F.F. GYP 7' - 4 1/2" A.F.F. GYP 7' - 4 1/2" A.F.F. 1' - 0"1' - 0" 3.5 CAMERA SMOKE DETECTOR ALIGNACP-1 8' - 0" A.F.F. NO CLG 1' - 0"FULL TILEB4 A9.13 C4 A9.13 DEFS 15 A9.02 11 A9.02 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:20 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A4.01 ENLARGED RCPS LOBBY TYP, 5 & 9 1/4" = 1'-0"2 LEVEL 5 LOBBY RCP 1/4" = 1'-0"1 TYPICAL LOBBY RCP 1/4" = 1'-0"3 LEVEL 9 LOBBY RCP 1 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 S 3 4 A B C 2.2 2.8 3.1 3.4 3.6 2.3 2.7 700 LOBBY ACP-1 8' - 0" A.F.F. GYP 7' - 4 1/2" A.F.F. ACP-1 8' - 0" A.F.F. GYP 7' - 4 1/2" A.F.F. GYP 7' - 4 1/2" A.F.F.GYP 7' - 4 1/2" A.F.F. 701 STORAGE STAIR 8700 LOBBY NO CLG 1' - 0" 3.5ALIGNGYP 7' - 4 1/2" A.F.F. ELEV 5 ELEV 4 ELEV 3 1' - 10"8 7/8"ACP-1 8' - 0" A.F.F. ACP-1 8' - 0" A.F.F.8 7/8"1' - 9"5' - 0"2' - 0"7' - 8" 4' - 6 11/16" 1' - 0" CAMERA SMOKE DETECTOR ALIGNB4 A9.13 C4 A9.13 C4 A9.13GYP 7' - 4 1/2" A.F.F. C4 A9.13 C4 A9.13B4 A9.13 GYP CONTROL JOINT 1 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:21 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A4.02 ENLARGED RCP LOBBY 7 1/4" = 1'-0"1 LEVEL 7 LOBBY RCP MARK DATE DESCRIPTION 1 01/13/17 CHANGE PROPOSAL 1 DN UP DN 4 A B C 3.4 3.6 600 LOBBY ST8-06 STAIR 8 GYP PAINT 601 STORAGE ELEV 5 ELEV 4 ELEV 3 CT-3 MES-3VNLB EQUALEQUALCJ CJ MES-1 MES-3 MES-2 6" 3.5 3 A9.12 1 A9.12 4' - 6"1' - 0"6' - 0"1' - 0"EFM-1 1 4 A B C 3.4 3.6 500 LOBBY STAIR 8 ELEV 3 ELEV 4 ELEV 5 SEALED CONC GYP PAINTCJCT-3 MES-2 MES-3VNLBMES-1 MES-3 CJ MES-1 3.5 3 A9.12 1' - 0"6' - 0"1' - 0"4' - 6" EFM-1 1 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:23 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A4.11 ENLARGED FINISH PLANS & FINISH SCHEDULE 1/4" = 1'-0"1 TYPICAL LOBBY FINISH PLAN 1/4" = 1'-0"2 LEVEL 5 LOBBY FINISH PLAN ROOM FINISH SCHEDULE ROOM NAME ROOM NUMBER FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH NOTES Level 3 ELEV 4 CT-3 SST SEE SPECS SEE SPECS ELEV 5 CT-3 SST SEE SPECS SEE SPECS ELEV 3 CT-3 SST SEE SPECS SEE SPECS LOBBY 300 CT-3 CBT-2 PNT-1 ACP-1 GWB PNT-10 ELEC 301 SEAL CONC VNLB-1 - NONE SPRINKLER ROOM 303 SEAL CONC VNLB-1 PNT-1 NONE BOILER RM 304 SEAL CONC VNLB-1 PNT-1 NONE IDF 305 SEAL CONC VNLB-1 PNT-1 NONE Room 307 Room 308 STAIR 7 ST7-03 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR STAIR 8 ST8-03 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR Level 4 LOBBY 400 CT-3 CBT-2 PNT-1 ACP-1 GWB PNT-10 STORAGE 401 SEAL CONC VNLB-1 PNT-1 NONE STORAGE 403 SEAL CONC VNLB-1 PNT-1 NONE STAIR 7 ST7-04 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR STAIR 8 ST8-04 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR Level 5 LOBBY 500 CT-3 CBT-2 PNT-1 ACP-1 GWB PNT-10 EXIT PASSAGE WAY 501 CT-3 CBT-2 PNT-1 ACP-1 GWB PNT-10 FAN ROOM 1 504 SEAL CONC - - NONE FAN ROOM 2 505 SEAL CONC - - NONE FAN ROOM 3 506 SEAL CONC - - NONE STAIR 7 ST7-05 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR STAIR 8 ST8-05 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR Level 6 LOBBY 600 CT-3 CBT-2 PNT-1 ACP-1 GWB PNT-10 STORAGE 601 SEAL CONC VNLB-1 PNT-1 NONE PUMP ROOM 602 STORAGE 603 SEAL CONC VNLB-1 PNT-1 NONE STAIR 7 ST7-06 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR STAIR 8 ST8-06 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR Level 7 LOBBY 700 CT-3 CBT-2 PNT-1 ACP-1 GWB PNT-10 STORAGE 701 SEAL CONC VNLB-1 PNT-1 NONE STORAGE 703 SEAL CONC VNLB-1 PNT-1 NONE STAIR 7 ST7-07 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR STAIR 8 ST8-07 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR Level 8 LOBBY 800 CT-3 CBT-2 PNT-1 ACP-1 GWB PNT-10 STORAGE 801 SEAL CONC VNLB-1 PNT-1 NONE STORAGE 803 SEAL CONC VNLB-1 PNT-1 NONE STAIR 7 ST7-08 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR STAIR 8 ST8-08 SEAL CONC VNLB-1 PNT-1 NONE PNT-8 RAILS & STAIR Level 9 LOBBY 900 CT-3/EFM-1 CBT-2 PNT-1 ACP-1 GWB PNT-10 ELEV MACH RM 901 SEAL CONC VNLB-1 PNT-1 NONE STAIR 7 ST7-09 SEAL CONC VNLB-1 PNT-1 PNT-10 STAIR 8 ST8-09 SEAL CONC VNLB-1 PNT-1 PNT-10 PNT-8 RAILS MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 3 4 A B C 2.8 3.1 3.4 3.6 701 STORAGE 700 LOBBY STAIR 8 ELEV 3 ELEV 4 ELEV 5CJCJCJ CJCJCJMES-2 CT-3 EFM-1EFM-1EFM-1 8' - 0"6' - 0 3/4"EFM-1 4 ' - 0 " PAVEMENT MARKINGS CIP CONC UPTURNED BEAM MES-1 MES-3 MES-3 6"6" MES-3VNLBCJ CJ CJ 3.5 3 A9.12 1 A9.12 3 A9.12 4 A B C 3.4 3.6 901 ELEV MACH RM STAIR 8 900 LOBBY CT-3 MES-2 MES-3 CIP CONC UPTURNED BEAMVNLBCJ CJ MES-1 3.5 8' - 0"ELEV 5 ELEV 4 ELEV 3 2 A9.12 1 A9.12 3 3/8"8 3/8"2 1/8"5' - 9 1/2"8' - 4"8 3/8"5' - 3 3/4"3' - 9 5/8" 4' - 6" 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:24 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A4.12 ENLARGED FINISH PLANS 1/4" = 1'-0"1 LEVEL 7 LOBBY FINISH PLAN 1/4" = 1'-0"2 LEVEL 9 LOBBY FINISH PLAN MARK DATE DESCRIPTION UPFECDN UP FECFECDN 3.7 4 O P 4 A7.01 9 TREADS @ 11" EA8' - 3"5' - 0" 2"1' - 0"5' - 0" 11" 8" HIGH CANE RAIL 11"RETURN GAURDRAIL TO WALL 1 3.7 4 O P 4 A7.01 6' - 5" 1' - 0"8 TREADS @ 11" EA7' - 4" 11" 4' - 1" 2"1' - 0"2" 5' - 0" 6" 5' - 0" 2"8"11"1' - 0"RETURN GAURDRAIL TO WALL1" 1 3.7 4 O P 4 A7.01 2"5' - 0" 6" 5' - 0"2"6' - 6"TREADS @ 11" EA8' - 3"5' - 0" 2"1' - 0"LADDER TO HATCH ABOVE1' - 0"1' - 0"1 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" TO Steel Stair 7 141' - 1" O P 10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10 RISERS @ 6 5/8"5' - 6 5/16"9 RISERS @ 6 5/8" 4' - 11 11/16" 5' - 6 5/16" 4' - 11 11/16" 5' - 6 5/16" 4' - 11 11/16" 5' - 6 5/16" 4' - 11 11/16" 5' - 6 5/16" 4' - 11 11/16"10 RISERS @ 6 7/8"5' - 9"10 RISERS @ 6 7/8"5' - 9"TYPICAL FLOORS 1-8TO Parapet Stair 7 145' - 1" 1 1 11' - 0"1 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:27 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A7.01 STAIR 7 - PLANS AND SECTIONS 1/4" = 1'-0"1 STAIR 7 LEVEL 3 PLAN 1/4" = 1'-0"2 STAIR 7 TYP PLAN 1/4" = 1'-0"3 STAIR 7 LEVEL 9 PLAN 1/4" = 1'-0"4 STAIR 7 SECTION MARK DATE DESCRIPTION 1 01/13/17 CHANGE PROPOSAL 1 UP FEC DN UP FEC FEC DN T ectonic Cop yright 2007 A 3.4 4 A7.02 5' - 2" 8' - 3" 11". 6' - 0".5' - 0"3.5 8" HIGH CANE RAIL 6' - 8" A 3.4 4 A7.02 4' - 2" 1' - 0" 8' - 3" 11". 6' - 0".2"5' - 0"6"5' - 0"2"5' - 2" 7' - 4" 1' - 0" 6' - 8" 3.5 A 3.4 4 A7.02 LADDER TO HATCH ABOVE 3.5 1 2" 5' - 2" 8' - 3" 1' - 0" 5' - 9"2"5' - 0"6"5' - 0"2 Level 3 67' - 10" Level 4 78' - 4" Level 8 120' - 4" Level 5 88' - 10" Level 6 99' - 4" Level 7 109' - 10" Level 9 130' - 10" 3.4 10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10 RISERS @ 6 7/8"5' - 9"10 RISERS @ 6 7/8"5' - 9"4' - 11 11/16"5' - 6 5/16"4' - 11 11/16"5' - 6 5/16"4' - 11 11/16"5' - 6 5/16"4' - 11 11/16"5' - 6 5/16"9 RISERS @ 6 5/8"4' - 11 11/16"10 RISERS @ 6 5/8"5' - 6 5/16"TYPICAL FLOORS 1-83.5 LADDER ROOF HATCH A9.02 12 A9.02 2 A9.02 12 OPP HAND - TYPICAL @ ALL FLOORS EXCEPT FLOOR 7- NO CONC CURB AT FLOOR 7 OPP HAND - TYPICAL @ ALL FLOORS EXCEPT FLOOR 7- NO CONC CURB AT FLOOR 7 EIFS D26 1 1 1 1' - 0"2 2 A9.03 1 OPP TO Steel Stair 8 146' - 6" TO Parapet Stair 8 151' - 4" 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:29 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A7.02 STAIR 8 - PLANS AND SECTIONS 1/4" = 1'-0"1 STAIR 8 LEVEL 3 PLAN 1/4" = 1'-0"2 STAIR 8 TYP PLAN 1/4" = 1'-0"3 STAIR 8 LEVEL 9 PLAN 1/4" = 1'-0"4 STAIR 8 SECTION MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 5"1/4"1"WINDOW WALL METAL FLASHING WITH DRIP METAL PANEL SYSTEM CONTINUOUS INSULATION (R10) WEATHER BARRIER CONCRETE SLAB SHEATHING GWB ON METAL STUDS SEALANT PROVIDE EXPANSION JOINT FLASHING MEMBRANE AT DEFLECTION JOINTS INSULATION (R13) 1 1 5" 1/4"1"WINDOW WALL METAL PANEL SYSTEM CONTINUOUS INSULATION (R10) WEATHER BARRIER CONCRETE UPTURNED BEAM GWB SILL SEALANT 1 8"5"3"METAL PANEL SYSTEM CONTINUOUS INSULATION (R10) WEATHER BARRIER SHEATHING GWB ON METAL STUDS WINDOW WALL 3/4" 1 INSULATION (R13) 5"3"3' - 6" MIN ABOVE FINISH ROOFVARIES3 1/2"1/2"2 1/2"1"SEE DETAIL 11 FOR NOTES 2 1"METAL CAP FLASHING PVC MEMBRANE FLASHING METAL BASE FLASHING 1'-0"BUILDING MAINTENANCE WALL ANCHOR 3 FLOOR 9 8"1"7"TYPICAL ROOF CONSTRUCTION •STEEL DECK •SUBSTRATE BOARD •VAPOR RETARDER •SLOPED R30 CONTINOUS POLY-ISO INSUL •COVER BOARD •PVC ROOF MEMBRANE FLASHING / COUNTER FLASHING PVC ROOF MEMBRANE WEATHER BARRIER .0625 FORMED ALUM COPING 3 1/2"1/2"2 1/2"1"MCMP-1 METAL PANEL SYSTEM SHEATHING WEATHER BARRIER SHEATHING PROVIDE EXPANSION JOINT FLASHING MEMBRANE AT DEFLECTION JOINTS CONTINUOUS INSULATION (R10) 2 BATT INSULATION 5"1"7"FLOOR LINE SHEATHING ON METAL STUDS CONTINUOUS INSULATION (R10) WEATHER BARRIER METAL PANEL SYSTEM PROVIDE EXPANSION JOINT FLASHING MEMBRANE AT DEFLECTION JOINTS1/2"ALIGN CONCRETE COLUMN WEATHER BARRIER BACKER ROD AND SEALANT CONTINUOUS INSULATION (R10) MCMP-18"1 4 A ALIGNWEATHER BARRIER CONTINUOUS INSULATION (R10) MCMP-11/2"CONTINUOUS INSULATION (R10) EIFS ALIGNED WITH CONCRETE BELOW 1 1/2"9"8"2 1/8" 3 5/8"3 5/8"4 3/4"1 1 BATT INSULATION 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:31 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 3" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.01 EXTERIOR DETAILS 3" = 1'-0"1 WINDOW HEAD 3" = 1'-0"2 WINDOW SILL 3" = 1'-0"3 WINDOW JAMB 3" = 1'-0"6 METAL PANEL ABOVE WINDOW @ PARAPET 3" = 1'-0"11 METAL PANEL @ PARAPET 3" = 1'-0"4 SLAB EDGE DETAIL 3" = 1'-0"8 METAL PANEL @ CONCRETE CORNER DETAIL 3" = 1'-0"9 METAL PANEL @ FLOOR 9 CORNER DETAIL 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/15/17 RFI 37 1 1/2" GALV PIPE RAILING PVC PIPE SLEEVE VEHICLE BARRIER 9"EQ.EQ2' - 9" TO RAMP2 1/2" 8" (FOR 6" STUD) 6" (FOR 4" STUD) OR PARTITION PER PLAN WEATHER BARRIER EIFS FLASHING WITH DRIP EDGE SET IN SEALANT TRFC - TRAFFIC COATING ON FLOOR 9 ONLY 8"3" RIGID INSULATION BATT INSULATION WEATHER BARRIER OVERLAPPING FLASHING SHIM GYP BOARD AS REQUIRED 1/2"3' - 6" MIN ABOVE FINISHED ROOF3 1/2"1/2"2 1/2"1"1/2"SOUTH ROOF CONSTRUCTION •STEEL DECK •SUBSTRATE BOARD •VAPOR RETARDER •SLOPED R38 CONTINUOUS TAPERED POLY-ISO INSULATION •COVER BOARD •PVC ROOF MEMBRANE FLASHING / COUNTER FLASHING PVC ROOF MEMBRANE WEATHER BARRIER SHEATHING EIFS WEATHER BARRIER SHEATHING ON 6" METAL FRAMING RIGID INSULATION (R10) PROVIDE EXPANSION JOINT FLASHING MEMBRANE AT DEFLECTION JOINTS BACKER ROD AND SEALANT SHEET METAL COPING CONTINUOUS FLASHING ON A BED OF SEALANT WITH DRIP EDGE FLEXIBLE FLASHING CONTINUOUS FLASHING WITH DRIP EDGE 10 1/2" 7 5/16" 3 1/4" SPRAY FIRE PROOFING ON DECK AND PRIMARY STRUCTURAL STEEL MEMBERS INSULATION (R13) PARTITION PER PLAN OR OTHER SECTIONS 2 1/2"PARTITION PER PLAN WEATHER BARRIER EIFS FLASHING WITH DRIP EDGE SET IN SEALANT 3" RIGID INSULATION BATT INSULATION WEATHER BARRIER OVERLAPPING FLASHING 7" 3 5/8" 3 3/8" OF WALL AND TUBE STEEL WHERE OCCURS1/2"3' - 6" MIN ABOVE FINISHED ROOF2 1/2"1"1/2"SOUTH ROOF CONSTRUCTION •STEEL DECK •SUBSTRATE BOARD •VAPOR RETARDER •SLOPED R38 CONTINOUS TAPERED POLY-ISO INSULATION •COVER BOARD •PVC ROOF MEMBRANE FLASHING / COUNTER FLASHING PVC ROOF MEMBRANE WEATHER BARRIER SHEATHING DEFS WEATHER BARRIER SHEATHING ON 6" METAL FRAMING BACKER ROD AND SEALANT SHEET METAL COPING CONTINUOUS FLASHING WITH DRIP EDGE FLEXIBLE FLASHING CONTINUOUS FLASHING WITH DRIP EDGE 10 1/2" 7 1/4" 1" DRAINAGE BOARD CEMENT BOARD DEFS WEATHER BARRIER SHEATHING ON METAL FRAMING CEMENT BOARD CONTINUOUS FLASHING WITH DRIP EDGE1/2"3 1/2"2 1/2"1/2"DEFS WEATHER BARRIER SHEATHING CEMENT BOARD WEATHER BARRIER SHEATHING INSULATION BACKER ROD AND SEALANT EIIFS BATT INSULATION 1 3 13/16" 8" D26 PARTITION WEATHER BARRIER EIFS FLASHING WITH DRIP EDGE SET IN SEALANT 8"RIGID INSULATION (R10) BATT INSULATION (R13) WEATHER BARRIER OVERLAPPING FLASHING SHIM GYP BOARD AS REQUIRED 1/2"FIRE RATED CONTROL JOINT FIRE RATED HEAD OF WALL TRFC - TRAFFIC COATING ON FLOOR 9 ONLY D261/2"PARTITION PER PLAN 2" RIGID INSULATIONPARTITION PER PLAN EIFS BACKER ROD AND SEALANT 5/8" TYPE "X" GYPSUM BOARD, PAINTED 7/8" HAT CHANNEL BACKER ROD AND SEALANT 3 1/4"223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:32 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 3" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.02 EXTERIOR DETAILS 3" = 1'-0"13 GUARD RAILING @ VEHICLE BARRIER 3" = 1'-0"4 EIFS @ CURB 3" = 1'-0"2 PARAPET @ EIFS 1 3" = 1'-0"8 EIFS @ FLOOR 3" = 1'-0"11 PARAPET @ DEFS 3" = 1'-0"15 EIFS @ SOFFIT 3" = 1'-0"12 EIFS @ CURB AT STAIR 8 3" = 1'-0"16 CORNER @ SPRINKLER ROOM2 3 3 3 3 3 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 02/15/17 RFI 37 MIN 3/4" DIAM RUNGS EQUALLY SPACED AT 1'-0" MAX CAPABLE OF HOLDING 300 LB1' - 6"EQ SPACED SUPPORTS AT 6'-0" MAX6"A9.03 2 EXTENDABLE SAFETY POST 7' - 0"CAGE WHERE REQUIRED NOTES: 1. LADDER TO BE 2'-0" WIDE CLEAR BETWEEN RAILS3' - 6"ACCESS LADDER PREFABRICATED ROOF SCUTTLE / HATCH A9.03 3 BASE FLASHING PREFABRICATE ROOF HATCH WITH INTEGRAL CAP FLASHING CONTINUOUS PRESSURE TREATED BLOCKING ROOFING ROOF INSULATION EXPANSION ANCHORS PER MANUFACTURER'S REQUIREMENTS 3 4 3 4 VAPOR BARRIER - WRAP INTO OPENING & SPLICE W/ AWB AS REQ'D FRT WOOD BLKG MEMB ROOFING MEMB FLASHING OVER BACKER MEMB SCUPPER FLANGE - 4" MIN. 2 LAYER BACKER MEMB - WRAP FIRST LAYER INTO OPENING & SPLICE W/ AWB AS REQ'D MEMB FLASHING 8"5 3/16" +/-MIN.1".RDL - SECURE AS REQ'D TO WITHSTAND SPECIFIED WINDS SHEET METAL CONDUCTOR HEAD. SECURE AS REQ'D TO WITHSTAND SPECIFIED WINDS. SEE PLANS / ELEVATIONS FOR LOCATIONS DRIP EDGE SHOP FABRICATED / SOLDERED / WELDED SHEET METAL SCUPPER. SECURE TO WALL AND BLOCKING AS REQ'D. SOLDER OR SEAL SCUPPER FACE FLANGE SEALANT CMU WALL WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED AIR / WEATHER BARRIER - WRAP INTO OPENING & SPLICE W / MEMB BACKER AS REQ'D 3/4" FRT PLYWOOD CMU WALL WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED Level 3 67' - 10" Level 4 78' - 4" Level 5 88' - 10" DE 8' - 0" 8' - 0" 8' - 0" DRAINAGE MAT - CENTERED BETWEEN PILES, CONNECTED AT THE BOTTOM AND CONNECTED TO THE FOOTING DRAIN SEE WALL SECTIONS TIE BACK CENTERED ON PILES - TYPICAL Level 3 67' - 10" Level 4 78' - 4" 32.7 DRAINAGE MAT - CENTERED BETWEEN PILES, CONNECTED AT THE BOTTOM AND CONNECTED TO THE FOOTING DRAIN SEE WALL SECTIONS TIE BACK CENTERED ON PILES - TYPICAL 8' - 0"8' - 0"8' - 0" 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:35 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.03 DETAILS 3/8" = 1'-0"1 ROOF LADDER & HATCH SECTION 1" = 1'-0"2 ROOF HATCH SECTION 3" = 1'-0"3 ROOF HATCH CURB 3" = 1'-0"4 THRU WALL SCUPPER @ STAIR 7 1/4" = 1'-0"6 EAST DRAINAGE MAT ELEVATION 1 1 1 1/4" = 1'-0"5 NORTH/SOUTH DRAINAGE MAT ELEVATION MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 DOOR TYPE LEGEND Panel Type:F Description:Single Flush Door Panel Type:D Description:Single Dutch Door Panel Type:L Description:Single Louvered Door (Top or Bottom) Panel Type:LL Description:Single Louvered Door (top and bottom) Panel Type:V Description:Single Vision Lite Door Panel Type:VL Description:Single Vision Lite and Louvered Door Panel Type:N Description:Single Narrow Lite Door Panel Type:NL Description:Single Narrow Lite and Louvered Door Panel Type:G Description:Single Half Glass (option G2, G3, G4, and G6) Door Panel Type:GL Description:Single Half Glass Louvered Door Panel Type:FG Description:Single Full Glass (option FG3) Door Panel Type:FL Description:Single Full Louver Door3' - 10"2' - 8"6"5' - 0"1' - 0"3' - 10"2' - 8"DOOR TYPE NOTES 1.Number of Panels is indicated in the Door and Frame Schedule by a Door Type prefix. (Example: 2F = Double Flush Door) 2.Door hardware is not graphically shown in any view. Refer to Hardware Group in Door and Frame Schedule. Panel Type:NT Description:Single Narrow Tall Lite Door 6"6"5' - 6"6"6"6"6" 1' - 0" Panel Type:SL2FG Description:2 Panel Sliding Full Glazed 4 5/8"4 5/8"6"1' - 0"3' - 10"2' - 8"6"6"5' - 0"1' - 0"1' - 0" Panel Type:NR Description:Single Narrow Lite Door (Rated) 4" 6"6"2' - 1"10"6"6"6"6"6" Panel Type:SLFG Description:Single Panel Sliding Full Glazed 6"10"6" Frame Type:S Description:STANDARD FRAME Frame Type:M Description:STANDARD FRAME WITH MASONRY HEAD DOOR FRAME ELEVATION TYPES Frame Type:SS(W)x(H) Description:STANDARD WITH SIDELIGHT - (W) WIDTH BY (H) HEIGHT HW 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:37 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 1/4" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.10 DOOR & FRAME TYPES LEGEND & SCHEDULE DOOR AND FRAME SCHEDULE MARK DOOR FRAME FIRE RATING LABEL HARD WARE GROUP COMMENTS REVISION NO SIZE MATERIAL TYPE GLAZ LOUVER MATERIAL TYPE GLAZ DETAIL W H T W H HEAD JAMB SILLLevel 3 300 6' - 0"7' - 9 1/2"1 3/4"AL SL2FG GL-2 AL GL-2 3B/A9.11 4C/A9.11 9.0 1, 2 301 3' - 0"7' - 0"1 3/4"HM F HM S 1A/A9.11 2A/A9.11 5-A 303A 6' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 45 MIN 4-A 1 303B 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 45 MIN 4-C 304 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 45 MIN 4-B 305 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 10.0 ST7-03 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM M 3A/A9.11 4A/A9.11 90 MIN 1-A 2 ST8-03 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 1-A 2 Level 4 400 6' - 0"7' - 9 1/2"1 3/4"AL SL2FG GL-2 AL GL-2 3B/A9.11 4C/A9.11 9.0 1, 2 401 3' - 0"7' - 0"1 3/4"HM F HM S 1A/A9.11 2A/A9.11 6-A 403 4' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 4-B ST7-04 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM M 3A/A9.11 4A/A9.11 90 MIN 1-B 2 ST8-04 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 1-A 2 Level 5 500 6' - 0"7' - 9 1/2"1 3/4"AL SL2FG GL-2 AL GL-2 3B/A9.11 4C/A9.11 9.0 1, 2 501A 4' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 8.0 2 501B 6' - 0"7' - 0"1 3/4"AL 2FG GL-2 AL S 1B/A9.11 2B/A9.11 7.0 3 504 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 90 MIN 4-B 505 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 90 MIN 4-B 506 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 90 MIN 4-B ST7-05A 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM M 3A/A9.11 4A/A9.11 90 MIN 1-A 2 ST7-05B 4' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 3.0 ST8-05 4' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 2.0 2 Level 6 600 6' - 0"7' - 9 1/2"1 3/4"AL SL2FG GL-2 AL GL-2 3B/A9.11 4C/A9.11 9.0 1, 2 601 3' - 0"7' - 0"1 3/4"HM F HM S 1A/A9.11 2A/A9.11 6-A 602 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 6-D DOOR IN ALTERNATE #1 1 603 4' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 4-B 604 3' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 6-C 1 ST7-06 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM M 3A/A9.11 4A/A9.11 90 MIN 1-A 2 ST8-06 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 1-A 2 Level 7 700A 4' - 0"7' - 9 1/2"1 3/4"AL SLFG GL-2 AL GL-2 3B/A9.11 4B/4C/A9.11 9.0 1, 2 700B 6' - 0"7' - 9 1/2"1 3/4"AL SL2FG GL-2 AL GL-2 3B/A9.11 4B/4C/A9.11 9.0 1, 2 701 3' - 0"7' - 0"1 3/4"HM F HM S 1A/A9.11 2A/A9.11 6-A 703 4' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 4-B ST7-07 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM M 3A/A9.11 4A/A9.11 90 MIN 1-A 2 ST8-07 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 1-A 2 Level 8 800 6' - 0"7' - 9 1/2"1 3/4"AL SL2FG GL-2 AL GL-2 3B/A9.11 4C/A9.11 9.0 1, 2 801 3' - 0"7' - 0"1 3/4"HM F HM S 1A/A9.11 2A/A9.11 6-A 803 4' - 0"7' - 0"1 3/4"HM F HM M 3A/A9.11 4A/A9.11 4-B ST7-08 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM M 3A/A9.11 4A/A9.11 90 MIN 1-A 2 ST8-08 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 1-A 2 Level 9 900 6' - 0"7' - 9 1/2"1 3/4"AL SL2FG GL-2 AL GL-2 3B/A9.11 4C/A9.11 9.0 1, 2 901 3' - 0"7' - 0"1 3/4"HM F HM S 1A/A9.11 2A/A9.11 90 MIN 5-B ST7-09 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM M 3A/A9.11 4A/A9.11 90 MIN 1-A 2 ST8-09 3' - 0"7' - 0"1 3/4"HM NR GLI-1 HM S 1A/A9.11 2A/A9.11 90 MIN 1-B 2 1 2 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 3 03/02/17 RFI 068 NOMINAL DOOR SIZE DOOR AS SCHEDULED CMU PARTITION WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED SEALANT M.O.5 5/8"3 1/8"CONTINUOUS RIGID INSULATION (R10) ALUM FRAME SEALANT 1/4" DOOR PER SCHEDULEDOOR HEIGHTSEE FLOOR PLANS FOR PARTITION TYPE SEALANT, TYP 2" @ DOOR2"3/4" MINPROVIDE FRAME ANCHOR AT OPENINGS OVER 6'-4" WIDE HM DBL RABBET FRAME VARIES 1/2" NOM DIM PT 2 MIN (3) ANCHORS PER JAMB WELDED TO DOOR FRAME AND FASTENED TO STUDS. FLOOR ANCHOR WELDED TO DOOR FRAME AND FASTENED TO SLAB. SEE FLOOR PLANS FOR PARTITION TYPE SEALANT, TYPVARIES4" ADJACENT WALL LOCATION, UNONOM DR SIZE 2"2" @ DOOR5/8"1/2" NOMHM FRAME 2 2 2 NOMINALDOOR SIZECMU BOND BEAM. SEE FLOOR PLAN FOR PARTITION TYPE. DOOR AS SCHEDULED SEALANT, TYP M.O.HM FRAME - GROUT SOLID FRAME HT IS BASED ON MASONRY MODULE. CONTRACTOR TO VERIFY FRAME HT. DIM PT 4" 1/2" VARIES 2"2" 2 2 DOOR PER SCHEDULEDOOR HEIGHTSEALANT, TYP ALUM FRAME DIM PT CMU BOND BEAM M.O.1/4"CONTINUOUS RIGID INSULATION (R10) 3 1/8" 5 5/8" NOMINAL DOOR SIZE DOOR AS SCHEDULED SEALANT M.O. SEALANT2 1/2"CMU WALL - WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED - TYPICAL FURRED WALL AS SCHEDULED4 7/8" 5 5/8" NOMINAL DOOR SIZE T-ANCHOR @ 2'-0" O.C. DOOR AS SCHEDULED SEALANT M.O. HM FRAME - GROUT SOLIDVARIES 1/2" 2" SEALANT CMU WALL - WITH PORTLAND CEMENT PLASTER FINISH AND PAINTED 2 2NOMINALDOOR SIZEDOOR AS SCHEDULED SEALANT M.O.SEALANT EIFS CONTINUOUS INSULATION (R10) WEATHER BARRIER OVERLAPPING FLASHING WEATHER BARRIER FLASHING WITH DRIP EDGE2 1/2" 7 1/4" 3 1/4".1/2"NOMINAL DOOR SIZE DOOR AS SCHEDULED SEALANT M.O. SEALANT2 1/2"EIFS WEATHER BARRIER CONTINUOUS INSULATION R10 INSULATION (R13) CONTINUOUS INSULATION (R10) BELOW AT FLOOR 7 ONLY CMU BELOW AT FLOOR 7 ONLY 7 1/4" 3 1/4" 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:38 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvt 3" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.11 DOOR DETAILS 3" = 1'-0"2B ALUM FRAMED DOOR JAMB 3" = 1'-0"1A HM DOOR HEAD 3" = 1'-0"2A HM DOOR JAMB 3" = 1'-0"3A MASONRY HEAD 3" = 1'-0"1B ALUM FRAMED DOOR HEAD 3" = 1'-0"4B AUTO ENTRANCE DOOR JAMB 3" = 1'-0"4A MASONRY JAMB 3" = 1'-0"3B AUTO ENTRANCE DOOR HEAD 3" = 1'-0"4C AUTO ENTRANCE DOOR JAMB 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 01/13/17 CHANGE PROPOSAL 1 PARTITION TYPES STANDARD PARTITIONS SINGLE GYPSUM BOARD GA: WP 1340 UL: U465 - 1HR SINGLE GYPSUM BOARD TO 4" ABOVE CEILING SINGLE GYPSUM BOARD TO CEILING DOUBLE GYPSUM BOARD GA: WP 1530 UL: U411 - 2HR 1 LAYER GYPSUM BOARD TO STRUCTURE 1 LAYER TO 4" ABOVE CEILING GA: WP 1340 UL: U465 - 1 HR 3 LAYERS GYPSUM BOARD GA: WP 2922 UL: U435 - 3 HR PARTIAL HEIGHT WALL A B C D E F G H J K L M N P Q R S T U V W Y Z FURRING STUDS SINGLE GYPSUM BOARD FURRING STUDS SINGLE GYPSUM BOARD FURRING STUDS DOUBLE GYPSUM BOARD APPLIED FURRING SINGLE GYPSUM BOARD APPLIED FURRING SINGLE GYPSUM BOARD TO 4" ABOVE CEILING SINGLE GYPSUM BOARD APPLIED TO EXISTING SINGLE GYPSUM BOARD APPLIED TO EXISTING TO 4" ABOVE CEILING SHAFT WALL GA: WP 7008 UL: U469 - 1-HR SHAFT WALL GA: WP 7051 UL: U428 - 2-HR SHAFT WALL W/ FACE LAYER GA: WP 7117 UL: U467 - 2-HR FURRINGS SHAFT WALLS PROJECT SPECIFIC PARTITIONS CMU WALLS PROJECT SPECIFIC SHAFT WALL STACKED PARTITION W-6 T ON FLOOR 7 PROJECT SPECIFIC PROJECT SPECIFIC CMU TO STRUCTURE UL 906 - 2 HR UL 904 - 3 HR UL 901 - 4 HR CMU TO CEILING UL 905 LINE OF STRUCTURE ABOVE LINE OF STRUCTURE ABOVE LINE OF STRUCTURE ABOVE LINE OF STRUCTURE ABOVE 4 BLOCKS HIGHA-6 WITH R13 U-6 J-2 WITH R10 LOBBY SIDE 3 1/4" PARTITION TYPE NOTES PARTITION TYPE TAG NOMENCLATURE SYMMETRICAL PARTITIONS ASYMMETRICAL PARTITIONS A-3A FIRE RATING PARTITION TYPE VARIATIONS STUD (OR CMU) SIZE FIRE RATING PARTITION TYPE OPP SIDE VARIATIONS STUD SIZE PARTITION TYPE ON ONE FACE (AT END OF LEADER LINE FROM TAG) EXAMPLE: ABOVE TAG REFERS TO A WALL WITH A SINGLE LAYER GYPSUM BOARD ON ONE SIDE (TYPE A) AND TWO LAYERS ON THE OTHER (TYPE D). THIS IS RATED 1 HOUR, USES 3 5/8" METAL STUDS, AND HAS ACCOUSTICAL INSULATION. FACE OF PARTITION TOUCHED BY END OF LEADER LINE IS THE FIRST PARTITION TYPE LISTED, OPPOSITE FACE OF WALL IS THE SECOND PARTITION TYPE. FIRE RATINGS: - NON-RATED 1 1-HR RATED 2 2-HR RATED 3 3-HR RATED 4 4-HR RATED 5 0.5 (1/2) HR RATED CMU SIZES: 4 4" NOMINAL 6 6" NOMINAL 8 8" NOMINAL 0 10" NOMINAL 2 12" NOMINAL METAL STUD SIZES: 0 7/8" FURRING 1 1 5/8" FURRING OR STUD 2 2 1/2" STUD 3 3 5/8" STUD 4 4" STUD 6 6" STUD 8 8" STUD WOOD STUD SIZES: 1 1X2 NOM FURRING 4 2X4 NOMINAL 6 2X6 NOMINAL 8 2X8 NOMINAL VARIATION CODES A ACOUSTICAL INSULATION: 3 1/2" ACOUSTICAL BLANKET INSULATION FULL HEIGHT OF PARTITION, PLUS ACOUSTICAL SEALANT BEADS WHERE TOP & BOTTOM TRACKS CONTACT STRUCT. B SMOKE BARRIER: SEE LIFE SAFETY PLANS. L LEAD-LINED GYPSUM BOARD: CONFORM WITH LEAD DETAILS. LL LEAD-LINED GYPSUM BOARD TWO SIDES: CONFORM WITH LEAD DETAILS. P PLYWOOD: USE 1/2" PLYWOOD UNLESS NOTED OTHERWISE. PP PLYWOOD BOTH SIDES: USE 1/2" PLYWOOD UNLESS NOTED OTHERWISE. R RESILIENT CHANNELS: USE 5/8" AT 24" ON CENTER ONE SIDE RR RESILIENT CHANNELS TWO SIDES: USE 5/8" AT 24" ON CENTER EACH SIDE S SMOKE SEALED PARTITION: WITH SMOKE RESISTANT OPENINGS T THERMAL INSULATION: PROVIDE R-13 BATT INSULATION PLUS R-10 CONTINUOUS RIGID INSULATION UNLESS NOTED OTHERWISE W WOOD STUDS: 2X NOM STUDS @ 16" ON CENTER X 1/2" FIBER REINFORCED GYPSUM BOARD: WITH VENEER PLASTER Z STAGGERED STUDS: "STUD SIZE" IN TAG INDICATES TRACK SIZE: 3 = 3 5/8" TRACK WITH 2 1/2" STUDS 4 = 4" TRACK WITH 2 1/2" STUDS 6 = 6" TRACK WITH 3 5/8" OR 4" STUDS 8 = 8" TRACK WITH 6" STUDS INCLUDE ACOUSTICAL INSULATION AND SEALANT AS SHOWN FOR VARIATION 'A'. ONE FACE OF PARTITION DIFFERENT FROM THE OTHER (APPLICABLE TO TYPES A THROUGH F ONLY) AD13A 1.GYPSUM BOARD IS 5/8" TYPE X, UNLESS NOTED OTHERWISE. 2.SHAFT WALL STUD SPACING IS 24" ON CENTER. 3.ALL OTHER STUD SPACING IS 16" ON CENTER. 4.FOR STUD GAUGE, SEE PROJECT SPECIFICATIONS. 5.SHAFT WALL STUDS ARE C-H TYPE UNLESS NOTED OTHERWISE. 6.WHERE TWO PARTITIONS ARE PARALLEL AND NO WIDTH IS NOTED, PROVIDE 1/2" SPACE BETWEEN THEM. TYPICAL PROJECT PARTITIONS* EXAMPLE: ABOVE TAG REFERS TO A WALL WITH A SINGLE LAYER GYPSUM BOARD ON EACH SIDE (TYPE A). IT IS NON-RATED, IS USING A 3 5/8" STUD, AND HAS ACCOUSTICAL INSULATION. TOP OF SLAB DOOR WHERE OCCURS SHOWN DASHED METAL EDGE STRIP CERAMIC TILE MORTAR MEMBRANE DIM PT FINISHED FLOOR EXTERIOR FLOOR MAT CERAMIC TILE TOP OF SLAB METAL EDGE STRIP DOOR WHERE OCCURS SHOWN DASHED CRACK ISOLATION MEMBRANE WHERE OCCURS (SHOWN DASHED) DIM PT UNDERLAYMENT (SLOPE 1/8" TO 1' - 0" MAX) FINISHED FLOOR DIM PT TOP OF SLAB RESILIENT MOLDING DOOR WHERE OCCURS SHOWN DASHED EXTERIOR FLOOR MAT 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:39 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.12 PARTITION TYPES & FLOOR TRANSITION 6" = 1'-0"1 CERAMIC TILE TO CONCRETE 6" = 1'-0"2 EXTERIOR FLOOR MAT TO TILE 6" = 1'-0"3 EXTERIOR FLOOR MAT TO CONCRETE 1 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 FREE ENDFREE END FIXED END FIXED ENDMR X INDICATES 12 GAUGE HANGER WIRES, PLACE 8" MAX FROM THE WALLS AND 4'-0" O.C. MAX EACH WAY, SEE DETAILS A-506/B3 IF CROSS RUNNER IS GREATER THAN 12" FROM WALL; PROVIDE TEE INTERLOCKING CONNECTION FOR THE TWO ADJACENT FREE END WALLS PROVIDE LOOSE SEISMIC PERIMETER CLIPS SEE DETAIL A-506/C2 HEAVY DUTY MAIN RUNNER SET AT 4'-0" O.C. MAX TYP AND 2'-0" O.C. AT 2 X 6 AND LARGER ACOUSTICAL PANELS CROSS RUNNER INDICATES LATERAL BRACING DETAIL WITH SEISMIC STRUT SEE DETAILS A-506/A1 & A3 FOR THE TWO ADJACENT FIXED WALLS PROVIDE TIGHTENED SEISMIC PERIMETER CLIPS SEE DETAIL A-506/C2 MR MR FROM WALL4'-0" MAX.LATERAL BRACING8'-0" MAX. BETWEENMR 8" MAX.8" MAX.FROM WALL 6 FT MAX. ALONG MAIN RUNNERS 12 FT MAX BETWEEN LATERAL BRACING 8" MAX.8" MAX.FREE ENDFREE END FIXED END MR MR MR IF CROSS RUNNER IS GREATER THAN 12" FROM WALL; PROVIDE TEE INTERLOCKING CONNECTION FOR TWO ADJACENT FREE END WALLS PROVIDE SEISMIC PERIMETER CLIPS AND BRACING WIRES 8" MAX FROM THE FREE END WALL, SEE MAIN RUNNER SET AT 4'-0" O.C. MAX TYP AND 2'-0" O.C. AT 2 X 6 AND LARGER ACOUSTICAL PANELS CROSS RUNNER FOR TWO ADJACENT FIXED WALLS SEE NON ESSENTIAL USE FACILITIES FIXED ENDMR 4 FT MAX.4 FT MAX.4 FT MAX.4 FT MAX.A9.13 A9.13FREE ENDFREE END MR MR MR FIXED END FIXED ENDMR "X" INDICATES 12 GAUGE WIRE HANGERS SPACED AT 4'-0" O.C. MAX EACH WAY, SEE IF CROSS RUNNER IS GREATER THAN 12" FROM WALL; PROVIDE TEE INTERLOCKING CONNECTION FOR TWO ADJACENT FREE END WALLS PROVIDE END SEISMIC PERIMETER CLIPS AND BRACING WIRES 8" MAX FROM THE FREE END WALL, SEE MAIN RUNNER SET AT 4'-0" O.C. MAX TYP AND 2'-0" O.C. AT 2 X 6 AND LARGER ACOUSTICAL PANELS CROSS RUNNERS FOR TWO ADJACENT FIXED WALLS, SEE ESSENTIAL USE FACILITIES REQUIRE THE HANGING WIRE WITHIN 8" ON THE WALL ON THE FREE END SIDES 8" MAX.8" MAX.A9.13 A9.13 A9.13 3/4" WIDE x 12 GAUGE CLIP ATTACHED TO DECK WITH POWER-ACTUATED FASTENER OR EXPANSION ANCHOR 12 GAUGE WIRE WITH 3 TIGHT TURNS WITHIN 1 1/2" STRUCTURAL OR COMPOSITE CONCRETE DECK WIRE BRACE AT STRUCTURAL CONCRETEA 1" WIDE X 4" LONG X 12 GAUGE STEEL STRAP BRACE ATTACHED WITH EXPANSION ANCHOR. BEND STRAP TO ALIGN WITH WIRE BRACE 12 GAUGE WIRE BRACE WITH 4 TIGHT TURNS WITHIN 1 1/2" WIRE BRACE AT STRUCTURAL CONCRETEB 5/8" MAX CEILING MOLDING SEISMIC PERIMETER CLIP MAIN RUNNER OR CROSS TEE FOR NON ESSENTIAL USE FACILITIES THE FREE END GAP IS 3/8" HANGER WIRES AT FIXED END 4 FT MAX. AT FREE END 4 FT MAX. TO WALL 3/8" END OF TEE 7/8" MIN LEG CEILING MOLDING SEISMIC PERIMETER CLIPS MAIN RUNNER OR CROSS RUNNER HANGER WIRES FOR ESSENTIAL USE FACILITIES THE FREE END GAP IS INCREASED FROM 3/8" TO 1/2" AND 8" MAX BRACE WIRE FOR FREE END IS REQUIRED AT FIXED END 4 FT MAX. AT FREE END 8" MAX. TO WALL 3/8" END OF TEE 7/8" MIN LEG ACOUSTICAL PANEL CEILING SHADOW MOLD SEISMIC PERIMETER CLIPS MAIN RUNNER OR CROSS RUNNER ACOUSTICAL PANEL CEILING WALL MOLDING SEISMIC PERIMETER CLIPS MAIN RUNNER OR CROSS RUNNER ACOUSTICAL PANEL CEILING AT SHADOW MOLDB ACOUSTICAL PANEL CEILING AT ANGLE MOLDA ACOUSTICAL CEILING PANEL 3/4" TO END OF TEE TO WALL 3/4" END OF TEE ACOUSTICAL CEILING PANEL WIRE HANGER WIRE HANGERS AT FIXED END 8" MAX. AT FREE END 8" MAX. AT FIXED END 8" MAX. AT FREE END 8" MAX. 7/8" MIN LEG NOTE 1: LATERAL WIRE BRACE CLUSTER OF 4EA 12 GAUGE WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER AND STUD, SPLAYED 90 DEGREES FROM EACH OTHER AND AT 45 DEGREES MAX ABOVE HORIZONTAL TO STRUCTURE ABOVE. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. NOTE 2: 4 TIGHT TURNS WITHIN 1-1/2" TYP NOTE 3: FOR WIRE BRACE CONNECTION DETAIL TO STRUCTURE ABOVE, SEE MAIN RUNNER CROSS RUNNER 4" X 1 3/8" X 33MIL THICKNESS NON- STRUCTURAL METAL STUD SEISMIC STRUT. FOR SPANS GREATER THAN 8FT PROVIDE STUD ENGINEERED FOR THE SPAN NOTE 2 NOTE 1 NOTE 2 NOTE 1 PLAN VIEW ANCHORED TO STRUCTURE ABOVE MAIN RUNNER NOTE 3, TYP 45 MAX.45 MAX TYP.90 MAX.90 MAX.2" MAX. A9.13 RECESSED FLUORESCENT FIXTURE 12 GAUGE LIGHT FIXTURE SUPPORT WIRES AT OPPOSING CORNERSSLACK SAFETY WIRE PER FIXTURE WEIGHT REQUIREMENTS MAIN RUNNER CROSS RUNNER STEEL OUTRIGGERS POSITIVE ATTACHMENT BETWEEN FIXTURE AND OUTRIGGER OR WITH MIN 2 EACH SHEET METAL SCREWS SLACK SAFETY WIRE PER FIXTURE WEIGHT REQUIREMENTS FASTEN FIXTURE TO OUTRIGGER WITH MIN. 2 EACH SHEET METAL SCREWS STEEL OUTRIGGER ATTACHED TO MAIN RUNNER OR CROSS RUNNER WITH #12 WIRE, 3 TIGHT TURNS WITHIN 1 1/2" SLACK SAFETY WIRE WITH 3 TIGHT TURNS WITHIN 1 1/2" GRID SUSPENSION SYSTEM WIRE HANGERS BRACE WHERE SOFFIT DEPTH EXCEEDS 12" ACOUSTICAL PANEL CEILING GYPSUM BOARD CONTINUOUS CHANNEL MOLDING 4"ACOUSTICAL PANEL CEILING GYPSUM BOARD4"CONC BEAM 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:41 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.13 CEILING DETAILS 3" = 1'-0"A1 ACOUSTICAL CEILING PANEL DIAGRAM FOR SEISMIC DESIGN 3" = 1'-0"A4 ACOUSTICAL CEILING PANEL DIAGRAM FOR SEISMIC DESIGN 3" = 1'-0"A3 ACOUSTICAL CEILING PANEL DIAGRAM FOR SEISMIC DESIGN 3" = 1'-0"D2 CEILING BRACE CONNECTION 3" = 1'-0"D4 ACP SEISMIC EDGE DETAIL 3" = 1'-0"D3 ACP SEISMIC EDGE DETAIL 3" = 1'-0"B3 ACOUSTICAL PANEL CEILING EDGES FOR SEISMIC DESIGN 3" = 1'-0"C3 SEISMIC STRUT AT CEILING RUNNERS 3" = 1'-0"C1 SEISMIC BRACING AT RECESSED LIGHT 3" = 1'-0"B1 ACOUSTICAL PANEL CEILING DEVICE SUPPORT 1 1/2" = 1'-0"C4 GYP BD TO ACP TRANSITION 3" = 1'-0"B4 GYP BOARD SOFFIT STEP MARK DATE DESCRIPTION EQ EQ 4' - 1"1' - 0"3' - 6"2 1/2" 1 1/2" x 1 1/2" STEEL TUBE RAIL 1 1/2" x 1 1/2" STEEL TUBE POST (BEYOND) PHOTOLUMINESCENT MARKING 1/2" WIDE; FIELD APPLIED 1 1/2" STEEL HANDRAIL, TYP. STEEL HANDRAIL FLANGE; COUNTERSINK FOR (2) FHMS FASTENERS 1/2" DIA BENT STEEL BAR HANDRAIL SUPPORT 1/4" RADIUS WELD STEEL BAR TO VERTICAL POST 1/2" DIA STEEL ROD PICKET @ 4" O.C. MAX 1 1/2" x 1/2" STEEL BAR RAIL CONCRETE TREADS WITH LIGHT BROOM FINISH 2 1/2"2 1/2"1/2" DIA STEEL ROD PICKET @ 4" O.C. MAX STEEL BAR RAIL (BELOW) 1 1/2" STEEL HANDRAIL, TYP. PHOTOLUMINESCENT MARKING 1/2" WIDE; FIELD APPLIED 1 1/2" x 1 1/2" STEEL TUBE POST 1/2" DIA BENT STEEL BAR HANDRAIL SUPPORT WELD STEEL BAR TO VERTICAL POST 3/4" CENTERLINE RADIUS, TYP ADD PICKET AS REQUIRED TO MAINTAIN MAX CLEARENCE PER PLAN2 ELEVATION PLAN 1/4" x 2 1/2" x 4" PL WITH SILENCER (ATTACH TO FRONT SIDE OF GATE, BELOW HANDRAIL) TO MATCH HADRAIL STAIR HANDRAIL STAIR GUARDRAIL NOTE: VERIFY GATE WEIGHT NOT TO EXCEED 50 LBS. 5'-0" MAX TOE PLATE GUARDRAIL POSTS 1 1/2" x 1 1/2" STEEL TUBE POST EQUALLY SPACED OVER LENGTH OF GUARDRAIL 5'-0" MAX TOE PLATE GUARDRAIL POSTS 1 1/2" x 1 1/2" STEEL TUBE POST EQUALLY SPACED OVER LENGTH OF GUARDRAIL 1/2" DIA STEEL ROD PICKET @ 4" O.C. MAX RAIL SPACING NOT ALLOW PASSAGE OF 4" SPHERE TYP FORMED STEEL RISER, PAINT NOTE: NOSING TO BE PROVIDED BY STAIR MFR TO ASSURE COMPATIBILITY W/ PAN CONFIGURATION & NOSING ANCHORAGE SYSTEM STEEL CLIP ANGLE, WELD TO STRINGERS, PAINT SLIP RESISTANT NOSING, LENGTH OF TREAD CONC. FILL ON METAL PAN STEEL STRINGER, PAINT MAX"R" = 7"2"1" 3" T= 11" 1 1/2" 1" = 1'-0"7 EGRESS STAIR GUARDRAIL TYPES 1 1/2" = 1'-0"6 EGRESS STAIR GUARDRAIL SECTION 1 1/2" = 1'-0"5 EGRESS STAIR GUARDRAIL PLAN 1" = 1'-0"3 EGRESS STAIR BARRIER GATE 1" = 1'-0"1 GUARDRAIL AT BOTTOM EGRESS STAIR 1" = 1'-0"2 GUARDRAIL AT TOP EGRESS STAIR LANDING 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:42 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.14 STAIR & ELEV DETAILS 3" = 1'-0"4 METAL PAN STAIR 1 MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 2 03/17/17 CHANGE PROPOSAL 5 3'3'INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING WITH BLUE BACKGROUND & WHITE BORDER. WHITE PROFILE VIEW OF A WHEELCHAIR BLUE BACKGROUND WHITE BACKGROUND 24" 28" 9' - 6"1'5' - 4" 4' - 2"3' - 2"4"2' - 8"4"4" YELLOW PAINTED STRIPES, TYP 4"45.00°4"2' - 4"4"YELLOW PARKING STRIPE GREEN PAINTED PATH YELLOW PAINT HELVETICA FONT 8"4"2' - 8"4"7' - 0"3' - 4"4" 4' - 4" 4"4"7' - 10"4"7' - 10"16' - 0"EQEQACCESSIBLE PARKING SIGN WHEEL STOP YELLOW PAINTED STRIPE ACCESSIBLE GRAPHIC PAVEMENT MARKING 45.00°YELLOW PAINTED STRIPES INTERNATIONAL SYMBOL OF ACCESSIBILITY TEXT: "STATE DISABLED PARKING PERMIT REQUIRED". ACCESSIBLE PARKING SIGN - CENTERED ON EACH REQUIRED ACCESSIBLE PARKING SPACE. MOUNT SIGN ON 2" GALVANIZED STEEL POST, SET IN CONCRETE.60" MIN. A.F.F.12"X18" FIRE ACCESS SIGN MOUNT SIGN ON 2" DIAMETER GALVANIZED STEEL POST, SET IN CONCRETE.60" MIN. A.F.F.FIRE LANE - NO PARKING 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 5/26/2017 11:22:43 AMC:\Users\mgutierrez\Documents\RevitLocalFiles\ARCH-VMC-GARAGE_MGutierrez.rvtAs indicated 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 A9.21 PARKING DETAILS 1 1/2" = 1'-0"1 TYPICAL ACCESSIBILITY GRAPHIC PAVEMENT MARKING 1/2" = 1'-0"2 TYPICAL ARROW PAVEMENT MARKING 1/2" = 1'-0"5 TYPICAL NO PARKING PAVEMENT MARKING 1/2" = 1'-0"9 PEDESTRIAN PAVEMENT MARKING 1" = 1'-0"3 TYPICAL LETTERING PAVEMENT MARKING 1/2" = 1'-0"8 TYPICAL ACCESSIBLE PARKING STALL LAYOUT 3/4" = 1'-0"4 ACCESSIBLE PARKING SIGN 3/4" = 1'-0"12 FIRE ACCESS SIGN MARK DATE DESCRIPTION 1 11/04/16 ADDENDUM 2 CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 1/MD1.01 2/MD1.01 2 2 1 1/MD1.01 2/MD1.01 1 1 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:2/27/2017 9:45:50 AMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvt 1/8" = 1'-0" 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS MD1.01 EXISTING GARAGE MECHANICAL DEMOLITION 1/8" = 1'-0"MD1.01 1 EXISTING GARAGE DEMOLITION PLAN NORTH 1/8" = 1'-0"MD1.01 2 EXISTING GARAGE DEMOLITION PLAN SOUTH REMOVE EXISTING STAIRWELL STANDPIPE. REMOVE STANDPIPE MAINS BACK TO SOURCE MAIN ON LEVEL TWO AND CAP. REMOVE (E) 4"ø STANDPIPE AND 2-1/2" HOSE VALVE CONNECTIONS AND RELOCATE TO THE EXTERIOR OF THE NORTH EAST COLUMN. HOSE VALVES TO BE EACH LEVEL AT MINIMUM 36" AFF. VALVE CONNECTION TO BE INSIDE GARAGE AT PERIMETER WALL. OFFSET RISER INTO GARAGE UNDER LEVEL 3.5 ROUTE DOWN TO LEVEL 2.5 AND RECONNECT TO EXISTING DSP MAIN. KEYNOTES: 1 1 1 2/27/17 RFI-066 2 1 1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 M1.02N M1.02S 2.72.3 4"W UP TO D1 4"W UP TO D1 4"W UP 4"W UP 4"W 6"W UP TO FCO UP TO FCO SLOPE @ 1/8"/LF SLOPE @ 1/8"/LFFF 67'-10" 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL ENGINEER: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: LANDSCAPE ARCHITECT: ELECTRICAL ENGINEER:10/7/2016 3:09:38 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M1.02N FLOOR PLAN FOUNDATION NORTH - PLUMBING 1/8" = 1'-0"M1.02N 1 FOUNDATION PLAN NORTH - MECHANICAL CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 1.31.7233.33.74AABCDEFGHI11M1.02NM1.02S2.72.34"W UPTO D14"W UPTO D14"W UPTO D14"W UPTO D14"W UP4"W UP4"W UP4"W UPTO SAND/OILINTERCEPTORSEE CIVIL DWGS6"WUP TO FCOUP TO FCO6"W4"W4"WSLOPE @ 1/8"/LFSLOPE @ 1/8"/LFSLOPE @ 1/8"/LFIE= 63'-0",5'-0" FROMEXTERIORWALL6"W4"V UP8"W UP TO FS16"W UP TO HD13"V UP16"W4"W UP TO D22"V UPFF 67'-10"22"V UP4"W UP TO D23AM3.0212223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:1/12/2017 1:47:19 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.02SFLOOR PLANFOUNDATIONSOUTH - PLUMBING 1/8" = 1'-0"M1.02S1FOUNDATION PLAN SOUTH - MECHANICALTRAP PRIMER LINES UP TO AUTO TRAPPRIMER VALVES.WASTE CONNECTION TO SSDOWNSTREAM OF SAND/OILINTERCEPTOR, SEE CIVIL DRAWINGS.COORDINATE WITH CIVIL DRAWINGS FOREXACT LOCATIONS AND INVERTELEVATIONSKEYNOTES:1231 11/4/16 ADDENDUM 22 1/12/17 CP012 1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 M1.03N M1.03S D14" D14" STAIR 7 ST7-03 4"W UP TO D1 4"W UP TO D1 4"W UP AND DN 4"W UP AND DN 2.72.3 A M4.01 HB1 1-1/4" HOSE BIBB RISER UP EG1-4595 (TYP) FCOFCO 3/4" C CC CC 1 11 12 S S 4 3 FSD FSD FSD FSD 5 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:11/2/2016 1:09:09 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M1.03N FLOOR PLAN LEVEL 3 NORTH - MECHANICAL 1/8" = 1'-0"M1.03N 1 FLOOR PLAN LEVEL 3 NORTH - MECHANICAL CARBON MONOXIDE SENSOR MOUNT ON COLUMN OR WALL +36" ABOVE FINISHED FLOOR. HOSE BIBB SYSTEM DRAIN AND FILL VALVE TEMPERATURE SENSORS. MOUNT 5'-0" ABOVE FINISHED FLOOR. PROVIDE LOCKABLE COVERS. SLOPE 1/2"/50 LF BACK TO SPRINKLER ROOM. SLOPE TO HOSE BIBB FOR GRAVITY DRAIN. COORDINATE EXACT LOCATIONS TO CLEAR W6 BEAMS. KEYNOTES: 1 2 3 4 1 11/4/16 ADDENDUM 2 5 1 1 1.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I 1 M1.03N M1.03S D14" D14" D14" D14" STAIR 8 ST8-03 ELEV 5 ELEV 4 SPRINKLER ROOM 303 1-1/4" HOSE BIBB RISER UP, HOSE BIBB EACH FLOOR HB1 4"W UP TO D1 4"W UP TO D1 4"W UP AND DN GARAGE FLOOR DRAIN WASTE RISERS IN SPACE BETWEEN RAMP AND FLOOR (2 TYP)4"W UP AND DN 4"W UP AND DN GARAGE FLOOR DRAIN WASTE RISERS IN SPACE BETWEEN RAMP AND FLOOR (2 TYP) 4"W UP AND DN 4"W UP TO D1 2.72.3 1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 4"W UP TO D1 SEE 1/4" SCALE PLAN M3.01 FCO FCO SLOPE 1/2"/50 LF BACK TO SPRINKLER ROOM EG1-4595 (TYP) 4" UP TO TD1 C C T AC-2 1 1/2" C 11 1 D24" BEAM BELOW BEAM PENETRATION IE = 26" BELOW TO OF SLAB 1-1/2"2"V DN 3/4"CD TO FLOOR DRAIN C 1 HEAT TRACE 120V, 1 PHASE, 3 WATTS/LF AT 30 LF 3/4"CD IDF 305 BOILER RM 304 5 M4.01 (TYP) LOBBY 300 FSD 10"ø CD1-100 (3 TYP) RG1-230 3/4"CD UP RL/RS UP AND DN 20x8 UP 20x8 UP 6"ø 6"ø FSD 16x12 BEAM PENETRATION 7 4 3 5 6 6 T AC-3 CU-3 DX RS/RL TO AC-3 3/4"CD HEAT TRACED AND INSULATED TO SPRINKLER ROOM 2 3 3"HWS AND 3"HWR FSD FSD FSD FSD FSD FSD A M3.02 2-1/2"HWS AND 2-1/2"HWR SEE 1/4" SCALE PLAN M3.04 8 9 1 1 10 11 1 1 1 12 1 SEE SITE PLAN ON M1.00 13 DX S&L UP TO CU-2 2 2 3 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:2/17/2017 2:24:50 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M1.03S FLOOR PLAN LEVEL 3 SOUTH - MECHANICAL 1/8" = 1'-0"M1.03S 1 FLOOR PLAN LEVEL 3 SOUTH - MECHANICAL CARBON MONOXIDE SENSOR MOUNT ON COLUMN OR WALL +36" ABOVE FINISHED FLOOR. MOUNT AND SECURE UNIT ON CONCRETE HOUSEKEEPING PAD BY OTHERS. SNOW MELT SUPPLY/RETURN IN PLENUM AND VOID SPACE SUPPORT TO STRUCTURE. SNOW MELT SUPPLY/RETURN UP TO EAST RAMP SNOW MELT MANIFOLD/PUMP CLOSET. SNOW MELT SUPPLY/RETURN UP TO WEST RAMP SNOW MELT MANIFOLD/PUMP CLOSET. SECURE TO STRUCTURE. 3/4"CD HEAT TRACE AND INSULATE TO FLOOR DRAIN. 120V/1P, 3W/LF AT 75 LF. 4"V UP 10'-0" AT COLUMN TERMINATE WITH ELBOW DOWN. TERMINATE 14"ø FLUE MINIMUM 7'-0" ABOVE LEVEL 9 WITH EF-2. COORDINATE EXACT LOCATION TO CLEAR W6 BEAMS. MOUNT AC-2 AS HIGH AS POSSIBLE FOR CD GRAVITY DRAIN. 2" DRAIN UP TO EXPANSION GUTTER. CONNECT TO LOW END OF GUTTER. ROUTE TO BOILER ROOM DRAIN D2. TEMPORARY DX S&L LINES FROM CU-2 TO AC-2. KEYNOTES: 1 2 3 4 5 6 7 1 11/4/16 ADDENDUM 2 2 1/12/17 CP01 3 2/20/17 CP04 8 9 10 11 12 1 13 2 2 3 1.31.7233.33.74IJKLMNOP1M1.04NM1.04SD14"D14"STORAGE403STAIR 7ST7-044"W UPTO D14"W UPTO D14"W UPAND DN4"W UP AND DN2.72.3AM4.0190x30 UPTO GEF-290x30 UPTO GEF-3EG2-4595(TYP)8" RWL DNINTO PLENUM,ROUTE TO STORMDETENTION TANK1-1/4" HOSEBIBB RISERUP AND DNCCCCHB111C111223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:09:44 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.04NFLOOR PLANLEVEL 4 NORTH -MECHANICAL 1/8" = 1'-0"M1.04N1FLOOR PLAN LEVEL 4 NORTH - MECHANICALCARBON MONOXIDE SENSOR MOUNT ONCOLUMN OR WALL +36" ABOVE FINISHEDFLOOR.KEYNOTES:1CIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 DN1.31.7233.33.74ABCDEFGHI1M1.04NM1.04SD14"D14"D14"D14"STAIR 8ST8-04ELEV 5ELEV 4STORAGE4014"W UPTO D14"W UPTO D14"W UP AND DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W UPAND DN4"W UPTO D14"W UP AND DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W UPAND DN4"W UPTO D12.72.31.41.61.92.22.83.13.43.6TD190x30 UPEG2-4595(TYP)1CC1C11-1/4" HOSEBIBB RISERUP AND DNHB12LOBBY400FSD10"øCD1-100(3 TYP)RG1-2303/4"CD UPAND DNRL/RS UPAND DN20x14 UP,20x8 DN24x10 UP,20x8 DN6"ø6"øFSD16x12BEAMPENETRATIONAM3.0233114CU-2253223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:2/17/2017 2:24:54 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.04SFLOOR PLANLEVEL 4 SOUTH -MECHANICAL 1/8" = 1'-0"M1.04S1FLOOR PLAN LEVEL 4 SOUTH - MECHANICALCARBON DIOXIDE SENSOR MOUNT ONCOLUMN OR WALL +36" ABOVE FINISHEDFLOOR.PIPE SOLENOID DRAIN VALVE TO FLOORDRAIN.SNOW MELT SUPPLY AND RETURN UPAND DOWN. REFER TO M3.02 AND M3.03FOR CONTINUATION.TEMPORARY CU-2 LOCATION. PROVIDEPROTECTION ALL AROUND UNIT.BOILER FLUE TO ROOF DECK.KEYNOTES:121 11/4/16 ADDENDUM 22 1/12/17 CP013 2/20/17 CP04314253 1.31.7233.33.74IJKLMNOP1M1.05NM1.05SD14"4"D14"??STAIR 7ST7-054"W UPTO D14"W UPTO D18"RWL UP8"RWL UP4"W UPAND DN4"W UPAND DN2.72.3AM4.011-1/4" HOSEBIBB RISERUP AND DN65 SQ FTLOUVER96x24x72DISCHARGEPLENUMCONNECTTO LOUVER96x3090x30 DNGEF-3REFER TOSECTION FORPHASING NOTESFAN ROOM 3506FAN ROOM 250565 SQ FTLOUVER96x24x72DISCHARGEPLENUMCONNECTTO LOUVER96x3090x30 DNGEF-2REFER TOSECTION FORPHASING NOTESHB1CONNECT TOTOP OF STORMDETENTION TANKROUTE AT FLOORLEVEL BEHINDRETAINING WALL8"RWL DN3"RWL3"RWL UPROUTE AT FLOORLEVEL BEHINDRETAINING WALL223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:09:47 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.05NFLOOR PLANLEVEL 5 NORTH -MECHANICAL 1/8" = 1'-0"M1.05N1FLOOR PLAN LEVEL 5 NORTH - MECHANICALCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 DN1.31.7233.33.74ABCDEFGHI1M1.05NM1.05SD14"D14"D14"D14"STAIR 8ST8-05ELEV 5ELEV 44"W UPTO D14"W UPTO D14"W UP AND DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W UPAND DN4"W UPTO D14"W UP AND DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W UPAND DN4"W UPTO D12.72.31.41.61.92.22.83.13.43.6FAN ROOM 150465 SQ FTLOUVER96x24x72DISCHARGEPLENUMCONNECTTO LOUVER96x3090x30 DNGEF-1REFER TOSECTION FORPHASING NOTES8"RWL UP1-1/4" HOSEBIBB RISERUP AND DNHB12CONNECT TOTOP OF STORMDETENTION TANKROUTE AT FLOORLEVEL BEHINDRETAINING WALL1LOBBY500FSD10"øCD1-130(3 TYP)RG1-3003/4"CD UPAND DNRL/RS UPAND DN20x16 UP,20x14 DN26x10 UP,24x10 DN8"ø8"øFSD16x12BEAMPENETRATIONAM3.0211231142223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:2/17/2017 2:24:58 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.05SFLOOR PLANLEVEL 5 SOUTH -MECHANICAL 1/8" = 1'-0"M1.05S1FLOOR PLAN LEVEL 5 SOUTH - MECHANICALDROP AT COLUMN.2½"HWS/HWR DOWN.2½"HWS/HWR TO PUMP/MANIFOLDCLOSET SEE M3.03.BOILER FLUE TO ROOF DECK.KEYNOTES:11 11/4/16 ADDENDUM 22 2/20/17 CP0423142 1.31.7233.33.74IJKLMNOP1M1.06NM1.06SD14"4"D14"STORAGE603STAIR 7ST7-066"RWL UP4"W UPTO D14"W UPTO D16"RWL UP,8"RWL DN8"RWLUP AND DN4"W UPAND DN4"W UPAND DN2.72.31-1/4" HOSEBIBB RISERUP AND DNHB13"RWL UPAND DN223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:09:50 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.06NFLOOR PLANLEVEL 6 NORTH -MECHANICAL 1/8" = 1'-0"M1.06N1FLOOR PLAN LEVEL 6 NORTH - MECHANICALCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 1.31.7233.33.74ABCDEFGHI1M1.06NM1.06SD14"D14"4"D14"LOBBY600STAIR 8ST8-06ELEV 5ELEV 44"W UPTO D14"W UPTO D14"W UP AND DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W UPAND DN4"W UPTO D14"W UP AND DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W UPAND DN4"W UPTO D12.72.31.41.61.92.22.83.13.43.6D1HB13"RWL-18"-15"-10"8"RWL UPAND DN3"RWLSTORAGE601FSD10"øCD1-130(3 TYP)RG1-300 (TYP)3/4"CD UPAND DNRL/RS UPAND DN20x18 UP,20x16 DN36x10 UP,26x10 DN8"ø8"ø3"RWL UPFSD16x12BEAMPENETRATION2M4.01(TYP)1M4.01(TYP)4M4.01AM3.021112223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:2/17/2017 2:25:00 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.06SFLOOR PLANLEVEL 6 SOUTH -MECHANICAL 1/8" = 1'-0"M1.06S1FLOOR PLAN LEVEL 6 SOUTH - MECHANICAL1 11/4/16 ADDENDUM 22 2/20/17 CP04BOILER FLUE TO ROOF DECK.KEYNOTES:12 1.31.7233.33.74IJKLMNOP1M1.07NM1.07SD14"D14"6"RWLUP AND DN4"W UPTO D1STORAGE703STAIR 7ST7-074"W UPTO D16"RWLUP AND DN6"RWL UP8" RWL DN6"RWL UP4"W DN4"W DN2.72.38" RWL3/4" UP AND1-1/4" HOSEBIBB RISER DNHB13"RWL UPAND DN223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:09:53 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.07NFLOOR PLANLEVEL 7 NORTH -MECHANICAL 1/8" = 1'-0"M1.07N1FLOOR PLAN LEVEL 7 NORTH - MECHANICALCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 1.31.7233.33.74ABCDEFGHI1M1.07NM1.07SD14"D14"D14"D14"4"W UPTO D16"RWL UP6"RWL UP4"W UPTO D1LOBBY700STAIR 8ST8-07STORAGE701ELEV 5ELEV 44"W DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W DN4"W UPTO D14"W DNGARAGE FLOOR DRAIN WASTERISERS IN SPACE BETWEENRAMP AND FLOOR (2 TYP)4"W DN4"W UPTO D12.72.31.41.61.92.22.83.13.43.66" UP TOTD18"RWLHB13/4" HOSEBIBB RISERUP, 1-1/4" DN8"RWL DN8"RWLFSD10"øCD1-130(3 TYP)RG1-3003/4"CD UPAND DNRL/RS UPAND DN20x18 UPAND DN36x10 UPAND DN8"ø8"ø3"RWL UPAND DNFSD16x12BEAMPENETRATIONCD1-150(3 TYP)8"ø10"ø8"ø12"ø10"øFSDFSDRG1-395AM3.021112223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:2/17/2017 2:25:04 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.07SFLOOR PLANLEVEL 7 SOUTH -MECHANICAL 1/8" = 1'-0"M1.07S1FLOOR PLAN LEVEL 7 SOUTH - MECHANICAL1 11/4/16 ADDENDUM 22 2/20/17 CP04BOILER FLUE TO ROOF DECK.KEYNOTES:12 1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 M1.08N M1.08S D14" D14" D14" D14" 6"RWL UP TO RD 6"RWL RISER 6"RWL RISER 6"RWL UP TO RD 6"RWL UP TO RD 6"RWL RISER 6"RWL RISER 6"RWL UP TO RD 6"RWL RISERS IN SPACE BETWEEN RAMP AND FLOOR (4 TYP) STORAGE 803 STAIR 7 ST7-08 2.72.3 3/4" HOSE BIBB RISER UP AND DN HB1 3"RWL UP AND DN 1 1 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:11/2/2016 1:09:21 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M1.08N FLOOR PLAN LEVEL 8 NORTH - MECHANICAL 1/8" = 1'-0"M1.08N 1 FLOOR PLAN LEVEL 8 NORTH - MECHANICAL 1 11/4/16 ADDENDUM 2 1.31.7233.33.74ABCDEFGHI1M1.08NM1.08SD14"D14"D14"D14"6"RWL UPTO RD6"RWLRISER DN6"RWLRISER DN6"RWL UPTO RD6"RWL UPTO RD6"RWL UPTO RD6"RWL RISERS IN SPACEBETWEEN RAMP ANDFLOOR (2 TYP)STAIR 8ST8-08ELEV 4ELEV 52.72.31.41.61.92.22.83.13.43.6TD1STORAGE801HB13/4" HOSEBIBB RISERUP AND DNLOBBY800FSD10"øCD1-130(3 TYP)RG1-3003/4"CD UPAND DNRL/RS UPAND DN20x20 UP,20x18 DN36x12 UP,36x10 DN8"ø8"ø3"RWL UPAND DNFSD16x12BEAMPENETRATIONAM3.021112223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:2/17/2017 2:25:06 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.08SFLOOR PLANLEVEL 8 SOUTH -MECHANICAL 1/8" = 1'-0"M1.08S1FLOOR PLAN LEVEL 8 SOUTH - MECHANICAL1 11/4/16 ADDENDUM 22 2/20/17 CP04BOILER FLUE TO ROOF DECK.KEYNOTES:12 1.3 1.7 2 3 3.3 3.7 4 I J K L M N O P 1 RD1 M1.09N M1.09S 6" (8,550) RD16" (8,195) RD16"(8,550) RD16"(8,195) ? ? 2.72.3 3/4" HOSE BIBB RISER DN HB1 3"RWL UP AND DN, CONNECT TO ARCH RAIN CONDUCTOR WITH OPEN HD1 1 1 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:11/2/2016 1:09:25 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M1.09N FLOOR PLAN LEVEL 9 NORTH - MECHANICAL 1/8" = 1'-0"M1.09N 1 FLOOR PLAN LEVEL 9 NORTH - MECHANICAL 1 11/4/16 ADDENDUM 2 1.31.7233.33.74ABCDEFGHI1M1.09NM1.09SRD16" (8,195)RD16" (10,435)RD16"(8,195)RD16"(10,435)STAIR 8ST8-09LOBBY900ELEV 5ELEV 4ELEV MACH RM9012.72.31.41.61.92.22.83.13.43.63/4"CD UPAND DNHB13/4" HOSEBIBB RISER DNAC-1T3"ORWL UPTO ORD23"RWL UPTO RD23/4"CDRL/RS DNFSDFSD10"ø8"øCD1-135(3 TYP)20x20 UPAND DN36x12 UPAND DNRG1-3006"ø8"ø3"RWL DN18x12BEAMPENETRATIONAM3.02RS/RL UPDS1121233EF-2223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:2/17/2017 2:25:09 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.09SFLOOR PLANLEVEL 9 SOUTH -MECHANICAL 1/8" = 1'-0"M1.09S1FLOOR PLAN LEVEL 9 SOUTH - MECHANICALMOUNT AC-1 AS HIGH AS POSSIBLE FORCD GRAVITY DRAIN.3"ORWL DOWN, TERMINATE 12" AFF.BOILER FLUE, TERMINATE WITH EF-2 7'-0"ABOVE LEVEL 9. SUPPORT UNIT AND FLUEFROM GARAGE DECK AND COLUMN WITHUNISTRUT STAND, WITHOUT GUY WIRES.KEYNOTES:11 11/4/16 ADDENDUM 22 1/12/17 CP013 2/20/17 CP042133 3.33.74ABCORD2RD23" (1,120)3.13.43.6CU-1HP-136x12 DN26'-7"x9'-8"ELEVATORHOISTWAYBELOW3" (1,120)GRAVITY RELIEF HOODGREENHECK FGR 60"x108"THROAT, UNIT WITH ROOF CURB3/4"CD DN20x20 DNCU-2RL/RS DNRL/RS DN1112223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDE12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:1/12/2017 1:47:57 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvt 1/8" = 1'-0"10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM1.10PARTIAL ROOFPLANS -MECHANICAL 1/8" = 1'-0"M1.101ROOF PLAN SOUTH - MECHANICAL1 11/4/16 ADDENDUM 22 1/12/17 CP01TEMPORARILY MOUNT ON LEVEL 4, SEESHEET M1.04S.KEYNOTES:12 1.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I J K L M N O P 1 SPRINKLER ROOM 303 STAIR 8 ST8-03 LOBBY 300 ELEC 301 ELEV 5 ELEV 4 STAIR 7 ST7-03 2.72.3 1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 M3.01 1 6" DRY SPRINKLER MAIN (FLOORS 3-8 TYP) 6" DRY STANDPIPE 6" 6" DRY STANDPIPE AND 2-1/2" HOSE VALVE, EACH LANDING 6" DRY STANDPIPE AND 2-1/2" HOSE VALVE, EACH LANDING 1 11 M3.01 2 4 (TYP)4 (TYP) 1 (TYP)41(TYP)4 1 BEAM IE, PENETRATION IE=APPROXIMATELY 24" BELOW TOP OF SLAB (TYP) BEAM PENETRATION APPROXIMATELY 24" BELOW TOP OF SLAB IDF 305 BOILER RM 304 5 5 6 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL ENGINEER: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: LANDSCAPE ARCHITECT: ELECTRICAL ENGINEER:10/7/2016 3:10:04 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M2.03 FLOOR PLAN LEVEL 3 - FIRE PROTECTION 1/16" = 1'-0"M2.03 1 FLOOR PLAN LEVEL 3 - FIRE PROTECTION BEAM PENETRATIONS REFER TO STRUCTURAL FOR EXACT LOCATIONS. SLOPE PIPE MAIN MINIMUM 1/2"/30LF BACK TO SPRINKLER ROOM RISERS. PROVIDE NEW, DRY SPRINKLER COVERAGE FOR ELEVATOR SHAFTS AS REQUIRED BY NFPA 13 AND PROJECT SPECIFICATIONS, TYPICAL. PROVIDE NEW, DRY STANDPIPE IN ACCORDANCE WITH NFPA 13 AND PROJECT SPECIFICATIONS. COORDINATE 8"ø BEAM PENETRATIONS INVERT ELEVATIONS WITH STRUCTURAL FOR SLOPE INDICATED TO ALLOW FOR BEAM PENETRATION PLACEMENTS. BEAM PENETRATION AT GRID O/3.3 AND O/1.7 APPROXIMATE IE= -17" BELOW TOP OF SLAB. PROVIDE FULL SPRINKLER COVERAGE PER NFPA-13. 12 DRY ALARM SPRINKLER ZONE VALVES, DDCV ASSEMBLY, HOSE BIBB BFP, AIR COMPRESSOR AND HEATER, REFER TO 1/4" SCALE PARTIAL PLAN. KEYNOTES: 1 2 3 4 5 6 CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 1.3 1.7 2 3 3.3 3.7 4 A B C D E F G H I J K L M N O P 1 STORAGE 403 STAIR 7 ST7-04 STAIR 8 ST8-04 LOBBY 400 STOR 401 ELEV 5 ELEV 4 2.72.3 1.4 1.6 1.9 2.2 2.8 3.1 3.4 3.6 6" DRY SPRINKLER MAIN (FLOORS 3-8 TYP) 11 6" DRY STANDPIPE AND 2-1/2" HOSE VALVE, EACH LANDING 6" DRY STANDPIPE AND 2-1/2" HOSE VALVE, EACH LANDING 4 (TYP)4 (TYP) 1 (TYP)41(TYP)4 BEAM IE, PENETRATION IE=APPROXIMATELY 24" BELOW TOP OF SLAB (TYP) 5 5 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL ENGINEER: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: LANDSCAPE ARCHITECT: ELECTRICAL ENGINEER:10/7/2016 3:10:05 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M2.04 FLOOR PLAN LEVEL 4 - FIRE PROTECTION 1/16" = 1'-0"M2.04 1 FLOOR PLAN LEVEL 4 - FIRE PROTECTION BEAM PENETRATIONS REFER TO STRUCTURAL FOR EXACT LOCATIONS. SLOPE PIPE MAIN MINIMUM 1/2"/30LF BACK TO SPRINKLER ROOM RISERS. PROVIDE NEW, DRY SPRINKLER COVERAGE FOR ELEVATOR SHAFTS AS REQUIRED BY NFPA 13 AND PROJECT SPECIFICATIONS, TYPICAL. PROVIDE NEW, DRY STANDPIPE IN ACCORDANCE WITH NFPA 13 AND PROJECT SPECIFICATIONS. COORDINATE 8"ø BEAM PENETRATIONS INVERT ELEVATIONS WITH STRUCTURAL FOR SLOPE INDICATED TO ALLOW FOR BEAM PENETRATION PLACEMENTS. BEAM PENETRATION AT GRID O/3.3 AND O/1.7 APPROXIMATE IE= -17" BELOW TOP OF SLAB. PROVIDE FULL SPRINKLER COVERAGE PER NFPA-13. KEYNOTES: 1 2 3 4 5 CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 DN1.31.7233.33.74ABCDEFGHIJKLMNOP1??STAIR 7ST7-05STAIR 8ST8-05ELEV 5ELEV 42.72.31.41.61.92.22.83.13.43.66" DRY SPRINKLER MAIN(FLOORS 3-8 TYP)116" DRYSTANDPIPEAND 2-1/2"HOSE VALVE,EACHLANDING6" DRY STANDPIPE AND2-1/2" HOSE VALVE,EACH LANDING4(TYP)4(TYP)1(TYP)41(TYP)4BEAM IE, PENETRATIONIE=APPROXIMATELY 24"BELOW TOP OF SLAB (TYP)LOBBY50055223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:10:07 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM2.05FLOOR PLANLEVEL 5 - FIREPROTECTION 1/16" = 1'-0"M2.051FLOOR PLAN LEVEL 5 - FIRE PROTECTIONBEAM PENETRATIONS REFER TOSTRUCTURAL FOR EXACT LOCATIONS.SLOPE PIPE MAIN MINIMUM 1/2"/30LFBACK TO SPRINKLER ROOM RISERS.PROVIDE NEW, DRY SPRINKLERCOVERAGE FOR ELEVATOR SHAFTS ASREQUIRED BY NFPA 13 AND PROJECTSPECIFICATIONS, TYPICAL.PROVIDE NEW, DRY STANDPIPE INACCORDANCE WITH NFPA 13 ANDPROJECT SPECIFICATIONS.COORDINATE 8"ø BEAM PENETRATIONSINVERT ELEVATIONS WITH STRUCTURALFOR SLOPE INDICATED TO ALLOW FORBEAM PENETRATION PLACEMENTS.BEAM PENETRATION AT GRID O/3.3 ANDO/1.7 APPROXIMATE IE= -17" BELOW TOPOF SLAB.PROVIDE FULL SPRINKLER COVERAGEPER NFPA-13.KEYNOTES:12345CIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 1.31.7233.33.74ABCDEFGHIJKLMNOP1STORAGE603STAIR 7ST7-06STAIR 8ST8-06LOBBY600ELEV 5ELEV 42.72.31.41.61.92.22.83.13.43.66" DRY SPRINKLER MAIN(FLOORS 3-8 TYP)116" DRYSTANDPIPEAND 2-1/2"HOSE VALVE,EACHLANDING6" DRY STANDPIPE AND2-1/2" HOSE VALVE,EACH LANDING4(TYP)4(TYP)1(TYP)41(TYP)4BEAM IE, PENETRATIONIE=APPROXIMATELY 24"BELOW TOP OF SLAB (TYP)STORAGE60155223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:10:09 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM2.06FLOOR PLANLEVEL 6 - FIREPROTECTION 1/16" = 1'-0"M2.061FLOOR PLAN LEVEL 6 - FIRE PROTECTIONBEAM PENETRATIONS REFER TOSTRUCTURAL FOR EXACT LOCATIONS.SLOPE PIPE MAIN MINIMUM 1/2"/30LFBACK TO SPRINKLER ROOM RISERS.PROVIDE NEW, DRY SPRINKLERCOVERAGE FOR ELEVATOR SHAFTS ASREQUIRED BY NFPA 13 AND PROJECTSPECIFICATIONS, TYPICAL.PROVIDE NEW, DRY STANDPIPE INACCORDANCE WITH NFPA 13 ANDPROJECT SPECIFICATIONS.COORDINATE 8"ø BEAM PENETRATIONSINVERT ELEVATIONS WITH STRUCTURALFOR SLOPE INDICATED TO ALLOW FORBEAM PENETRATION PLACEMENTS.BEAM PENETRATION AT GRID O/3.3 ANDO/1.7 APPROXIMATE IE= -17" BELOW TOPOF SLAB.PROVIDE FULL SPRINKLER COVERAGEPER NFPA-13.KEYNOTES:12345CIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 1.31.7233.33.74ABCDEFGHIJKLMNOP1STORAGE703STAIR 7ST7-07STAIR 8ST8-07STOR701ELEV 5ELEV 4LOBBY7002.72.31.41.61.92.22.83.13.43.66" DRY SPRINKLER MAIN(FLOORS 3-8 TYP)116" DRYSTANDPIPEAND 2-1/2"HOSE VALVE,EACHLANDING6" DRY STANDPIPE AND2-1/2" HOSE VALVE,EACH LANDING4(TYP)4(TYP)1(TYP)41(TYP)4BEAM IE, PENETRATIONIE=APPROXIMATELY 24"BELOW TOP OF SLAB (TYP)55223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:10:11 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM2.07FLOOR PLANLEVEL 7 - FIREPROTECTION 1/16" = 1'-0"M2.071FLOOR PLAN LEVEL 7 - FIRE PROTECTIONBEAM PENETRATIONS REFER TOSTRUCTURAL FOR EXACT LOCATIONS.SLOPE PIPE MAIN MINIMUM 1/2"/30LFBACK TO SPRINKLER ROOM RISERS.PROVIDE NEW, DRY SPRINKLERCOVERAGE FOR ELEVATOR SHAFTS ASREQUIRED BY NFPA 13 AND PROJECTSPECIFICATIONS, TYPICAL.PROVIDE NEW, DRY STANDPIPE INACCORDANCE WITH NFPA 13 ANDPROJECT SPECIFICATIONS.COORDINATE 8"ø BEAM PENETRATIONSINVERT ELEVATIONS WITH STRUCTURALFOR SLOPE INDICATED TO ALLOW FORBEAM PENETRATION PLACEMENTS.BEAM PENETRATION AT GRID O/3.3 ANDO/1.7 APPROXIMATE IE= -17" BELOW TOPOF SLAB.PROVIDE FULL SPRINKLER COVERAGEPER NFPA-13.KEYNOTES:12345CIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 1.31.7233.33.74ABCDEFGHIJKLMNOP1STORAGE803STAIR 7ST7-08STAIR 8ST8-08LOBBY800ELEV 5ELEV 42.72.31.41.61.92.22.83.13.43.64" DRY SPRINKLER MAIN(FLOORS 3-8 TYP)116" DRYSTANDPIPEAND 2-1/2"HOSE VALVE,EACHLANDING6" DRY STANDPIPE AND2-1/2" HOSE VALVE,EACH LANDING4(TYP)4(TYP)1(TYP)41(TYP)4BEAM IE, PENETRATIONIE=APPROXIMATELY 24"BELOW TOP OF SLAB (TYP)55223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:10:13 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM2.08FLOOR PLANLEVEL 8 - FIREPROTECTION 1/16" = 1'-0"M2.081FLOOR PLAN LEVEL 8 - FIRE PROTECTIONBEAM PENETRATIONS REFER TOSTRUCTURAL FOR EXACT LOCATIONS.SLOPE PIPE MAIN MINIMUM 1/2"/30LFBACK TO SPRINKLER ROOM RISERS.PROVIDE NEW, DRY SPRINKLERCOVERAGE FOR ELEVATOR SHAFTS ASREQUIRED BY NFPA 13 AND PROJECTSPECIFICATIONS, TYPICAL.PROVIDE NEW, DRY STANDPIPE INACCORDANCE WITH NFPA 13 ANDPROJECT SPECIFICATIONS.COORDINATE 8"ø BEAM PENETRATIONSINVERT ELEVATIONS WITH STRUCTURALFOR SLOPE INDICATED TO ALLOW FORBEAM PENETRATION PLACEMENTS.BEAM PENETRATION AT GRID O/3.3 ANDO/1.7 APPROXIMATE IE= -17" BELOW TOPOF SLAB.PROVIDE FULL SPRINKLER COVERAGEPER NFPA-13.KEYNOTES:12345CIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 1.31.7233.33.74ABCDEFGHIJKLMNOP1STAIR 7ST7-09STAIR 8ST8-09LOBBY900ELEV 5ELEV 42.72.31.41.61.92.22.83.13.43.66" DRYSTANDPIPEDOWN WITH2 1/2" HOSEVALVE THISLEVEL6" DRY STANDPIPEDOWN WITH 2-1/2"HOSE VALVE THISLEVELELEV MACH RM9012223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDEKEYPLAN12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:LANDSCAPE ARCHITECT:ELECTRICAL ENGINEER:10/7/2016 3:10:14 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM2.09FLOOR PLANLEVEL 9 - FIREPROTECTION 1/16" = 1'-0"M2.091FLOOR PLAN LEVEL 9 - FIRE PROTECTIONPROVIDE NEW, DRY STANDPIPE INACCORDANCE WITH NFPA 13 ANDPROJECT SPECIFICATIONS.PROVIDE FULL SPRINKLER COVERAGEPER NFPA-13.KEYNOTES:12CIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:BARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004 1.3 A B 1 1.4 A M3.01 B M3.01 1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY 1-1/2"CW UP HD16" 120V TRAP PRIMER VALVE PANEL DETECTOR CHECK BACKFLOW ASSEMBLY 6" DRY PIPE ALARM VALVE (TYPICAL) SIAMESE FIRE DEPT CONNECTION 8" FIRE CONNECTION TO EXISTING 8" FIRE 1-1/2" COLD WATER CONNECTION TO EXISTING COLD WATER AIR COMPRESSOR 2.0 HP, 460V, 3 PHASE 1" IRRIGATION VALVE AND CAP FOR LANDSCAPE CONTRACTOR METER AND CONNECTION REQUIRED ACCESS 8" HEADER 3/4"CD UP 1/2"CW UP 3"V UP 4"V UP AND DN CO SENSOR MONITOR PANEL 120V, 1 PHASE, CONNECT TO DDC IN HOSPITAL AND FAN VFD'S 8"FS1 3" DRAIN HEADER 3" DRAIN 3" DRAIN HEADER ELBOW DN TO FLOOR SINK 6 M4.01 3 M4.01 ¾" CW VALVE AND CAP FOR FUTURE1 2 6" F UP 4 Level 3 0' - 0" Level 4 10' - 6" AB 1' - 0"8" F 6" F (TYP) ALARM VALVE (TYP) EF-1 DRAIN HEADER 14"ø FLUE 3 1.3 A B 1 1.4 A M3.01 B M3.01 1-1/2" HOSE BIBB SYSTEM SOLENOID FILL VALVE UH-1 1-1/2" HOSE BIBB SYSTEM LEVEL 3 SOLENOID DRAIN VALVE, PIPE TO FLOOR DRAIN EF-1 6" DRY FIRE SPRINKLER MAINS UP TO LEVELS 4-8 (2 ZONES PER FLOOR) 6" DRY FIRE SPRINKLER MAINS LEVEL 3 1-1/2" COLD WATER TO HOSE BIBB STANDPIPE RISERS, SLOPE TO SPRINKLER ROOM DRAIN @ 1/2" /25LF TO DRY STANDPIPES 4"V UP ON WALL 10'-0" ABOVE GRADE T EG3-300 ROLL ELBOW 45 DEG (TYPICAL) 1-1/2"CW 1/2"CW DN 3"V DN 2"V 4"W 1-1/2"CWPIPE TO HD1 4"V DN FSDFSD EG3-300 EG3-300 2 2"V 14"ø 8 8 14"ø FLUE UP TO 9TH FLOOR 7 3 4 Level 3 0' - 0" Level 4 10' - 6" 1.31 1.4 A M3.01 8" HEADER 6" F (TYP) ALARM VALVE (TYP) UH-1 1-1/2" BACKFLOW PREVENTER ASSEMBLY 1-1/2" PRESSURE REGULATOR EF-1 DRAIN HEADER 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:3/9/2017 6:59:56 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M3.01 ENLARGED PLANS 1/2" = 1'-0"M3.01 1 PARTIAL FLOOR PLAN LOWER LEVEL 3 - FIRE PROTECTION 3/8" = 1'-0"M3.01 A SECTION 1/2" = 1'-0"M3.01 2 PARTIAL FLOOR PLAN UPPER LEVEL 3 - FIRE PROTECTION 3/8" = 1'-0"M3.01 B SECTION PROVIDE TEST BLEED VALVE ON DRY SPRINKLER PIPE DOWNSTREAM OF AIR PRESSURE SENSOR/SWITCH TESTING WITHOUT INITIATING DRY VALVE ACTIVATION. COMPLY WITH NFPA-13 FOR DRY SYSTEM FILL TIME, LOW POINT BALL DRIPS, COMPRESSOR FILL TIME CAPACITY AND ALL ZONE FILL TIMES. PROVIDE AUTO DRAIN FOR AIR COMPRESSOR. COORDINATE WITH EXISTING GARAGE VICTAULIC CONTROL VALVE TYPES. ADD ISOLATION VALVE TO AIR MEASURING DEVICE. PROVIDE ALL GALVANIZED PIPE. SUPPORT BOILER FLUE FROM COLUMN. TO ROOF. 1" CONDENSATE DRAIN. SLOPE TO BOILER ROOM. CONNECT TO BOTTOM OF FLUE RISER WITH SHUT-OFF VALVE. HEAT TRACE TO BOILER ROOM DRAIN, 120V/1 PHASE, 4 WATTS/LF. KEYNOTES: 1 2 3 4 5 6 1 11/4/16 ADDENDUM 2 2 1/12/17 CP01 3 2/20/17 CP04 4 3/17/17 CP05 7 8 3 4 F G H I J A M3.02 3"ø BURIED/INSULATED HWS AND HWR, 24" BELOW GRADE 3"HWS AND 3"HWR DN SEE M3.04 FOR ENLARGED SNOWMELT MANIFOLD ROOM Level 3 0' - 0" Level 4 10' - 6" Level 8 52' - 6" Level 5 21' - 0" Level 6 31' - 6" Level 7 42' - 0" Level 9 63' - 0" 4 LEVEL 3 67'-10" LEVEL 4 78'-4" LEVEL 5 88'-10" LEVEL 6 99'-4" LEVEL 7 109'-10" LEVEL 8 120'-4" LEVEL 9 130'-10" END OF EAST RAMP 97'-0" PUMP/MANIFOLD CLOSET 3"øBURIED INSULATED HWS/HWR, 24" BELOW GRADE 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:1/12/2017 1:48:41 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M3.02 ENLARGED EAST RAMP PLAN - MECHANICAL 1/8" = 1'-0"M3.02 1 ENLARGED EAST RAMP PLAN - MECHANICAL (BASE BID) 1 11/4/16 ADDENDUM 2 2 1/12/17 CP01 1/8" = 1'-0"M3.02 A EAST RAMP SECTION 1 FLUSH MOUNTED SNOWMELT SENSOR NO TUBING WITHIN 4 INCHES. ALL TUBING SHALL BE CONTINUOUS WITHOUT SPLICES. FILL WITH WATER (OR AIR) AND APPLY 50 PSI OF AIR. DURING CONCRETE POUR. ANY TUBING DAMAGE WILL BE EVIDENT BY DROP IN PRESSURE AND WILL REQUIRE A COMPLETE REWORK OF TUBING AND DEMOLITION OF SLAB. KEEP SYSTEM ABOVE FREEZING BEFORE/DURING/ AFTER POUR. REMOVE WATER IF FREEZING IS POSSIBLE. INSTALL SNOWMELT SLAB SENSORS PER MANUFACTURER'S RECOMMENDATIONS. KEYNOTES: 1 2 3 2 1.3 F G H I J K L M 1 2-1/2"HWS/HWR AT LEVEL 5 DN. SEE M1.03S FOR CONTINUATION EXISTING 6"RWL RISER AT LEVEL 5 6"RWL UP CONNECT TO D1 6"RWL AT LEVEL 5 D1 6" (8,160sf) LEVEL6 ROOF PUMP 2-1/2"ø SUPPLY/ RETURN MANIFOLD HWP-7 ET-3 1" 2 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 1 2 3 4 5 ABCDE KEYPLAN 1 2 3 4 5 101760.00PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" 18215 72ND AVE S KENT, WA 98032 BARGHAUSEN 811 FIRST AVE, STE 620 SEATTLE, WA 98104 PCS STRUCTURAL SOLUTIONS 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 MAZZETTI 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 WOOD HARBINGER CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER:1/12/2017 1:48:43 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvtAs indicated 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS M3.03 ENLARGED WEST RAMP PLAN - MECHANICAL 1 11/4/16 ADDENDUM 2 2 1/12/17 CP01 1/8" = 1'-0"M3.03 1 ENLARGED WEST RAMP PLAN - MECHANICAL (ALTERNATE BID) 1 FLUSH MOUNTED SNOWMELT SENSOR NO TUBING WITHIN 4 INCHES. ALL TUBING SHALL BE CONTINUOUS WITHOUT SPLICES. FILL WITH WATER (OR AIR) AND APPLY 50 PSI OF AIR. DURING CONCRETE POUR. ANY TUBING DAMAGE WILL BE EVIDENT BY DROP IN PRESSURE AND WILL REQUIRE A COMPLETE REWORK OF TUBING AND DEMOLITION OF SLAB. KEEP SYSTEM ABOVE FREEZING BEFORE/DURING/ AFTER POUR. REMOVE WATER IF FREEZING IS POSSIBLE. INSTALL SNOWMELT SLAB SENSORS PER MANUFACTURER'S RECOMMENDATIONS. KEYNOTES: 1 2 3 2 AB4"BOILER RM304D2B-1B-2ET-13"HWR1HWP-5HWP-4AS-19"ø2250MBH (2250 CU FTGAS) AT 13" WC MAX2"G1-1/4"GTO EACHBOILER3"HWS2-1/2"HWS2-1/2"HWR6"F32M4.02(TYP)14"ø21-1/4"GTO EACHBOILERCHEMICAL FEED41M4.02HWP-1HWP-2REFER TOFLOWDIAGRAM3/4"3"3"3"4"HWS HEADER4"B-32"HWP-39"ø3-WAYVALVE4"9"ø22-1/2"GHOUSEKEEPINGPADBAROMETRICDAMPER (TYP)2"V DN5553PUMP1-1/2"3"SUPPLYMANIFOLDRETURNMANIFOLDPEX TUBINGUP WITHSHUT-OFFVALVES INVERTICAL(TYP EACHMANIFOLD)1-1/2"1-1/2"ET-2HWP-622223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 231412345ABCDE12345101760.00PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMSCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"18215 72ND AVE SKENT, WA 98032BARGHAUSEN811 FIRST AVE, STE 620SEATTLE, WA 98104PCS STRUCTURAL SOLUTIONS19203 36TH AVE W, STE 200LYNNWOOD, WA 98036MAZZETTI3009 112 AVE NE, STE 100BELLEVUE, WA 98004WOOD HARBINGERCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:2/17/2017 2:25:16 PMC:\Users\bvonpoppenberg\Desktop\Revit\MECH-VMC-GARAGE-R16_bvonpoppenberg.rvt 1/2" = 1'-0"10/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSM3.04ENLARGED PLANS 1/2" = 1'-0"M3.041PARTIAL FLOOR PLAN LEVEL 3 - BOILER ROOMSEISMIC GAS SHUT-OFF VALVE. 120V,1 PHASE.EMERGENCY BOILER GAS SHUT-OFF.RG2 - 12"AFF AND RG2 12" BELOW ROOFDECK WITH FIRE DAMPERS.CHEMICAL FEED DRUM AND 120V, 1PHASE PUMP.ROUTE CONDENSATE TRAP KIT DRAIN TOFLOOR DRAIN, TYPICAL ALL BOILERS.KEYNOTES:11 11/4/16 ADDENDUM 22 1/12/17 CP013 2/20/17 CP042341 1/2" = 1'-0"M3.042ENLARGED SNOWMELT EAST MAINIFOLD ROOM2353 FAACADAAMPSAMERICANS WITH DISABILITIES ACTALTERNATING CURRENTLAFFAICAPATSARCHAUTOMATIC TRANSFER SWITCHAMPS INTERRUPTING CAPACITYARCHITECTURALACCESS PANELOR OUTLET BOXABOVE FINISHED FLOOR TO C OF DEVICEAHUAIR HANDLING UNITSHUNT TRIPGROUND FAULT ALARMFUSED DISCONNECT SWITCHPOWER TRANSFORMERDELTA CONNECTIONGROUNDGROUNDED WYEAMPSNAMEPOLEAVAILABLE FAULT CURRENTAUTOMATIC TRANSFER SWITCHTIMER SWITCHJUNCTION BOX. "AxBxC" INDICATES DIMENSION OF JUNCTION BOX INEITHER INCHES OR CENTIMETERSEQUIPMENT CONNECTIONMOTOR CONNECTION, SIZE AND VOLTAGE AS INDICATEDCOMBINATION MOTOR STARTER AS SCHEDULEDFUSED DISCONNECT SWITCHUNFUSED DISCONNECT SWITCHENCLOSED CIRCUIT BREAKER CURRENT RATING AS NOTED, 30A-3P UNLESS NOTEDPANELBOARD - 240V OR 208V LIGHTING OR POWER PANEL (SIZED TO SCALE)PANELBOARD - 480V LIGHTING OR POWER PANEL (SIZED TO SCALE)TRANSFORMER (SIZED TO SCALE)DUPLEX CONVENIENCE RECEPTACLEDOUBLE DUPLEX CONVENIENCE RECEPTACLESINGLE POLE SWITCHLOW VOLTAGE SWITCHWEATHERPROOF SINGLE POLE SWITCHSURGE ARRESTORFEEDER CALLOUTCIRCUIT BREAKERCONTACT, NORMALLY OPEN (N.O.)DISCONNECT SWITCHPUSHBUTTON, NORMALLY CLOSED (N.C.)PUSHBUTTON, NORMALLY OPEN (N.O.)CONTACT, NORMALLY CLOSED (N.C.)WALL CONNECTIONSEPARABLE CONNECTORCONDUIT SEALHORN STROBE (ALIGN VERTICALLY ABOVE MANUAL PULL STATION, WHERE APPLICABLE)FIRE ALARM HORNSTROBESMOKE DETECTORREMOTE ANNUNCIATORFIRE ALARM CONTROL PANELMANUAL PULL STATION (ALIGN VERTICALLY UNDER HORN STROBE, WHERE APPLICABLE)LIGHTING CONTACTORCEILING MOUNTED OCCUPANCY SENSOR WITH OFF-AUTO OVERRIDE SWITCHSHEET NOTE1LIGHT LINE INDICATES BACKGROUNDLIGHT LINE INDICATES EXISTING WORKLIGHT LINE WITH HEAVY X INDICATESHEAVY LINE INDICATES NEW WORKMATCHLINE OR PROPERTY LINEEXISTING WORK TO BE REMOVEDEXISTING WORK TO BE ABANDONEDUNDERGROUNDAREAS, EXPOSED IN UNFINISHED AREASCONDUIT CONCEALED IN OR UNDER FLOOR SLABCONDUIT STUB. TERMINATE WITH BUSHING OR CAP IFCONDUITS CONCEALED IN CONSTRUCTION IN FINISHEDCONDUIT TURNING UPCONDUIT TURNING DOWNINDICATES TRADE SIZE 2" CONDUIT WITH (4)#1 AWG AND (1) #6 AWG GROUNDINDICATES (2) TRADE SIZE 2" CONDUITSWITH (4) #1 AWG AND (1) #6 AWG GROUND CONDUCTORSPULL BOX - SIZE AS INDICATED OR REQUIREDHOMERUN TO PANELBOARD. NUMBER OF ARROWS INDICATESNUMBER OF CIRCUITS. (EXAMPLE: HOMERUN TO PANEL L211L211/1,32"C 4#1 + 1#6 GND(2) 2"C 4#1 + 1#6 GNDLARGE ENOUGH FOR CLARITYLUMINAIRE STRIP TYPE (SIZED TO SCALE)PROJECT SPECIFICATIONS)(SIZED TO SCALE)BOLLARD TYPE SITE LIGHTINGSURFACE MOUNTED LUMINAIRELUMINAIRE: DRAWN TO APPROXIMATE SHAPE AND TO SCALE OREXIT LUMINAIRE, ARROWS AND EXIT FACE AS INDICATEDON DRAWINGS (MOUNTING HEIGHTS TO BE DETERMINED BY(SIZED TO SCALE)WALL MOUNTED LUMINAIREPOLE MOUNTED WITH ARMLUMINAIRE PROVIDING EMERGENCY ILLUMINATIONORMOUNTING HEIGHTEXTERIOR = AFGINTERIOR = AFF"2" = CIRCUIT NUMBER"a" = SWITCH IDENTIFICATIONXX-XSTANDARD DESIGNATIONS FOR ALL LUMINAIRES = LUMINAIRE TYPE, REFER TO LUMINAIRE SCHEDULELONGLIGHTLIGHTING CONTACTORLIGHTINGKILOWATTKILOVOLT AMPSLTGLLCLTKWKVAZONE; IMPEDENCE#ØXMTRZNUMBERPHASETRANSMITTERDIAGDIAGRAMPOINT OF CONNECTIONPOCFTFEET; FOOTHPHORSEPOWERHERTZINPUT/OUTPUT PANELINTERLOCKED ARMORED CABLEINTERRUPTING CAPACITYINCHTHOUSAND CIRCULAR MILSJUNCTION BOXINSTANTANEOUSINSIDE DIAMETERKCMILJ-BOXININSTIDI/0ICIACHZFUSEGALVANIZEDFUTUREHAND-OFF-AUTOMATICHIGH (DIM)HANDHOLEGROUND FAULT INTERRUPTINGGROUNDGENERATORGROUND ELECTRODE CONDUCTORGFIHHHHOAGNDGALVGENGECFUTFUWATT(S), WIRE(DIM)WATER FLOW ALARMW/OWTXFERXFMRWFWPWATER-TIGHTTRANSFORMERTRANSFERWEATHERPROOFWITHOUTVSW/WVAVVERTICAL SCALEWITHVOLT-AMPERESVOLT(S)TWISTED SHIELDED PAIRTERMINAL CABINETTEMPORARY; TEMPERATUREUNLESS OTHERWISE NOTEDTSPUGUONUHUVTYPUNDERGROUNDUNIT VENTILATORUNIT HEATERTYPICALTELTEMPTPTTCTBTWISTED PAIRTELEPHONETRANSFORMERTERMINAL BLOCKE, EXIST.EXISTINGFIRE ALARMFEEDERFLOORFURNISHED AND INSTALLED BY OWNERFURNISHED BY OWNER AND INSTALLEDFIRE ALARM CONTROL CONSOLEFIRE ALARM CONTROL PANELFIXTUREFLEXIBLEBY CONTRACTORFINISHEDFIOFLRFOICFIXTFLEXFACCFACPFINFDRFADOWNEACHELECTRICAL METALLIC TUBINGEND OF LINE DEVICEEXPOSEDELECTRICALEMERGENCYDRAWINGELEVATIONEXHAUST FANDISCONNECTELEMTEOLEXPELECEMERGEAEFDNDWGDISC.SECTIONSECTSMOKE FIRE DAMPERSTEELSTLSWBDSWSTRSURFSUBSTSWITCHBOARDSWITCHSURFACESUBSTATIONSTRANDEDSTDSPECSQSFDSHTSHLDSPECIFICATIONSQUARESTANDARDSHIELDEDSHEETPOLYVINYL CHLORIDERIGID GALVANIZED STEEL CONDUITPOTENTIAL TRANSFORMERRADIUS; RISERRRQMTSRMRECRGSRECEPREQUIREMENTSROOMRECEPTACLERECEPTACLEQTYPVCPWRPTQUANTITYPOWERMANUFACTURERMFRCEILINGCLG.DETAILCOLUMNDIAMETERDIRECT CURRENTDIRECT DIGITAL CONTROLCURRENT TRANSFORMERCONTROL SWITCHCONTROLCOPPERCONTRACTORCONCRETECONTROL RELAYCONDUIT ONLYDCDETDIADDCCUCTLCONTRCRCSCTCOLC.O.CONCCONDUIT; CABLE; COILCIRCUIT BREAKERBUILDINGBREAKERCIRCUITCCBCKTBLDGBRKRPERSONAL COMPUTEROUTSIDE DIAMETERPHOTO-ELECTRIC CELL; PULL CHAIN;PANEL; PANELBOARDPARALLELPARPNLPLPHPCPFPROPERTY LINEPHASEPOWER FACTORODPANO.NTSPUBLIC ADDRESSNOT TO SCALENUMBERMAIN LUGS ONLYNORMALLY CLOSEDNOT IN CONTRACTMANUAL TRANSFER SWITCHMANHOLE; METAL HALIDEN.C.N.O.NEUTNICMVAMTSNORMALLY OPENNEUTRALMEGAVOLT-AMPSMLOMTDMTRMTGMINMHMOUNTINGMOUNTEDMOTORMINIMUMMOTOR CIRCUIT PROTECTORMOTOR CONTROL CENTERMCPMCCMECHMECHANICALSURGE PROTECTIVE DEVICEDETAIL IDENTIFICATIONSECTION IDENTIFICATIONLETTER INDICATEDSECTIONSHEET NUMBER WHERESECTION IS DRAWNINDICATES DIRECTIONOF CUTTING PLANEELEVATION IDENTIFICATIONNUMBER INDICATESELEVATIONNUMBER INDICATESDETAILABBREVIATIONSCOMMUNICATIONDIAGRAMPOWEROUTLETS AND RECEPTACLESSWITCHESFIRE ALARMGENERAL SYMBOLSRACEWAYSRACEWAYS - INDICATORSRACEWAYS - BOXES AND BUSWAYSLIGHTING FIXTURESDETAILSWAPGFSTAICJJTLVXTOSCFFACPANNPBXXWYEAxBxCIN EACH CONDUITCKTS. #1 AND #3)2aa 2+48AE#.##1E#.##1E#.##SPDSHEET NUMBER WHEREDETAIL IS DRAWNSHEET NUMBER WHEREELEVATION IS DRAWNVEHICLE CAR CHARGING STATION (FUTURE)WIRELESS ACCESS POINT (PROVIDE 3/4"C BACK TO TELECOM COMMUNICATION RACK)CAMERA (PROVIDE 3/4"C "C BACK TO TELECOM COMMUNICATION RACK)CODE BLUE EMERGENCY PHONE (PROVIDE 3/4"C "C BACK TO TELECOM COMMUNICATIONRACK)COMBINATION DATA/TELEPHONE OUTLET ( PROVIDE 3/4"C "C BACK TO TELECOMCOMMUNICATION RACK)CBCARD READER (PROVIDE 3/4"C BACK TO SECURITY PANEL)CRACCESS CONTROLELECTRIC STRIKE (PROVIDE 3/4"C BACK TO SECURITY PANEL)ESREQUEST TO EXIT (PROVIDE 3/4"C BACK TO SECURITY PANEL)REXHEAT DETECTORWP-WEATHERPROOFG-GFCI TYPES-TAMPER RESISTANT TYPEROROUGH-IN ONLYMANHOLE (4'X4'X4' MINIMUM INTERIOR DIMENSIONS WITH RISERS TOMAINTAIN 3FT DUCTBANK COVER.) - P (PRIMARY POWER),S (SECONDARY POWER), C (COMMUNICATIONS).NEWN(SEE SPECIFICATION SECTION 265100 ATTACHMENT A ANDSPECIFICATION SECTION 265600 ATTACHMENT A FORINTERIOR AND EXTERIOR LIGHTING FIXTURE SCHEDULES.) (REFERENCE SHEET E6.02 LV RESPONSIBILITY MATRIX) (REFERENCE SHEET E6.02 LV RESPONSIBILITY MATRIX) (REFERENCE SHEET E6.02 LV RESPONSIBILITY MATRIX)111223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:11 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 12" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E0.01ELECTRICALLEGEND ANDABBREVIATIONS1 11/4/2016 ADDENDUM #2111 15050 100feet0 251"=50'-0"W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx x x x x x x x xxxxTO VPCN(1)SPARE(1)4"COMMUNICATIONJUNCTION BOXO/H TO/H TO/H TO/H TO/H TOHEOHEOHETURBINEACCESSFUELFILLFUELPUMPG(P)2"G(R)16"G(R)16"G(R)2"G(R)2"G(R)16"G(R)GMTALBOT ROAD SOUTH(SPRINGBROOK ROAD)(DEDICATED PUBLIC RIGHT OF WAY)S. 177TH STREET(DEDICATED PUBLIC RIGHT OF WAY)TALBOT ROAD SOUTH(SPRINGBROOK ROAD)(DEDICATED PUBLIC RIGHT OF WAY)PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE17710 TALBOT ROAD SOUTHWOOD FRAME RESIDENCE17722 TALBOT ROAD SOUTHVALLEY WOMEN'S CLINIC30.00'0.10'30'DP-4DP-3"GEI-3""GEI-2""GEI-4A""GEI-4""GEI-1""GEI-5""GEI-9""GEI-10""GEI-8""GEI-7""GEI-6"8"CON8"CON4"CON6"CON10"CON30"CON12"CON16"CON18"CON8"CON8"CON10"CON16"CON12"CON24"CON36"CON12"CON18"CON6"CON8"CON6"CON18"CON8"CON8"CON(2)14"CON14"CON14"CON14"CON16"CON16"CON10"CON12"CONDBL14"CON8"CON6"CONSURFACEROCK FEATUREROCK FEATURESTORM RETENTION,FILLED WITH 6" ROCKS3" GRAVELFEATUREE7.011NORTH SUBSTATIONMHSN1MHSN2MH PN2(P3)MHSN4MHPN4MHMHPN6MHSN8MHCN6MHSN6MHCN4HHPARKING GARAGEMHHIGH VOLT.VAULTMHPN23555222(E)PAD MOUNT TRANSFORMER ATVPCN BUILDING TO REMAIN(E) OUTDOOR DISTRIBUTIONCABINET TO REMAIN1(E) GARAGEELECTRICAL ROOM44(E) NORTHSUBSTATION(E) EMERGENCYSWITCHBOARD "EM"6622141(E) PAD MOUNTTRANSFORMER(E) LIGHT POLE(TYP)(E) COMMUNICATION DUCTS(E) NORMAL ANDEMERGENCY POWER DUCTS(E) SECONDARYPOWERMANHOLE(E) PRIMARYPOWERMANHOLE(E) SECONDARYPOWERMANHOLE(E)COMMUNICATIONMANHOLE(E) SECONDARYPOWERMANHOLE(E)COMMUNICATIONMANHOLE(E) PRIMARYPOWERMANHOLE77777-37(E) NORMALSWITCHBOARD "MN"1(E) PRIMARYPOWERMANHOLE(E) SECONDARYPOWERMANHOLE82223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12341/12/2017 11:30:26 AMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/4" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004ED1.01SITE PLAN-DEMO 1/4" = 1'-0"1EXISTING SITE PLAN(E) 75KVA PAD MOUNTED TRANSFORMER. FIELD VERIFY ROUTING AND LOCATION OF (E)UG DUCTBANK. REMOVE FEEDER BACKTO (E) OUTDOOR DISTRIBUTION CABINET. REMOVE (E)UG RACEWAY, 10' PASS PAVED AREA BOUNDARY. REMOVE PAD MOUNTEDTRANSFORMER AND DISPOSE OF AT APPROVED LOCATION UNLESS DIRECTED OTHERWISE BY OWNER. UPDATED DISTRIBUTIONCABINET SCHEDULE TO INDICATE (E)400A BREAKER IS NOW SPARE.(E)LIGHT POLE. REMOVE LIGHT POLE, LUMINAIRE, POLE BASE, UG RACEWAY AND CONDUCTORS BACK TO SOURCE. SALVAGEAND RETURN EXISTING LIGHT POLE AND LUMINAIRE TO OWNER.(E) NORTH SUBSTATION. SEE E1.01 AND E5.01 FOR NEW FEEDER SCOPE OF WORK.(E)POWER MANHOLE. SEE E1.01 AND E5.01 FOR NEW FEEDER SCOPE OF WORK.(E)COMMUNICATION MANHOLE. SEE E1.01 FOR NEW COMMUNICATION CABLE SCOPE OF WORK.(E)GARAGE STAIRS. REMOVE EXISTING STAIR LUMINAIRES, DEVICES, RACEWAY AND CONDUCTORS BACK TOP NEAREST J-BOXAND CAP.REMOVE EXISTING EMERGENCY POWER FEEDER (4#1/0 & #4GND LOCATED IN ONE CONDUIT) FROM EMERGENCY SWITCHBOARDEM TO PANEL EGH VIA EXISTING GARAGE ATS. REMOVE ATS CONTROL CIRCUIT CONDUCTORS (7#14 LOCATED IN ANOTHERCONDUIT) FROM NORTH SUBSTATION ATS TO EXISTING GARAGE ATS. PROVIDE TEMPORARY POWER TO PANEL EGH LOADS.CLEAN AND TRUE EMPTY CONDUITS TO PERMIT INSTALL OF NEW FEEDERS TO EXISTING GARAGE AND NEW GARAGE. FIELDVERIFY EXACT FEEDER AND CONTROL CIRCUIT CONDUCTORS IN MANHOLES.(E)TRASH COMPACTOR. REMOVE POWER CONNECTION (INCLUDING RACEWAY AND CONDUCTORS) TO ALLOW TRASHCOMPACTOR RELOCATION TO LOCATION SHOWN ON SHEET E1.01.SHEET NOTES:1234561 11/4/2016 ADDENDUM #22 1/13/2017 CP#1782 15050 100feet0 251"=50'-0"PB 30.00'0.10'30'(DEDICATED PUBLIC RIGHT OF WAY)(DEDICATED PUBLIC RIGHT OF WAY)(DEDICATED PUBLIC RIGHT OF WAY)( 1 ) S P A R E ( 1)4" ( 3 ) 4 "(45)(50)(40)(45)17800 TALBOT ROAD SOUTHOLYMPIC PHYSICAL THERAPY17710 TALBOT ROAD SOUTHWOOD FRAME RESIDENCE17722 TALBOT ROAD SOUTHVALLEY WOMEN'S CLINICTALBOT ROAD SOUTH(SPRINGBROOK ROAD)S. 177TH STREETTALBOT ROAD SOUTH(SPRINGBROOK ROAD)O/H TO/H TO/H TO/H TO/H TOHEOHEOHECANOPY LINECANOPY LINECANOPY OVERLOADING ZONECANOPY OVERDRIVE THROUGHPHARMACYCANOPY OVER WALKCANOPY OVER WALKCOVERED WALKWAYCOVERED WALKWAYCANOPY OVER CONCRETE WALKCANOPYLINE3" GRAVELFEATUREWATER FALLAND FOUNTAINTURBINEACCESSFUELFILLFUELPUMP2"STEELWRAPPEDPIPE (GAS)HIGH PRESSUREGAS (16" STEELWRAPPED PIPE)GAS LOC.(RAD - BRH)G(P)2"G(R)16"G(R)16"G(R)2"G(R)2"G(R)16"G(R)2"G(R)16"G(R)GMPROPERTY LINEPROPERTY LINEPROPERTY LINEE7.011MH SN1 MH SN2 MH PN2(P3) MH PN4MH SN4 MHMH PN6 MH SN8 MH CN6 MH SN6MH CN4HH PA R K I N G G A R A G E MH 111515165623(E)NORTHSUBSTATION(E)EMERGENCYSWITCHBOARD "EM"2(E) GARAGEELECTRICALROOM(N) GARAGE ELECTRICAL ROOM237(2) 4"C. NEW U.G.COMMUNICATION DUCTBANKALTERNATE #1(SEE SHEET E7.02 FORLIGHTING SCOPE OF WORK)(E) FIREALARM ROOM111151177101012121212121313BASE BID(SEE SHEET E7.01 FOR LIGHTINGSCOPE OF WORK)88(2) 4"C. NEW U.G. NORMALPOWER DUCKBANK(N) GARAGE TELECOM ROOM8 (E)NORMALSWITCHBOARD "MN"(E) SECONDARYPOWERMANHOLE(E) PRIMARYPOWERMANHOLE(E) SECONDARYPOWERMANHOLE(E)COMMUNICATIONMANHOLE(E) SECONDARYPOWERMANHOLE(E) COMMUNICATIONMANHOLE(E) PRIMARYPOWERMANHOLE11155171516(E) ATS &PANEL EGH21416151617181815163116(2) 4"C. NEW U.G. PRIMARYPOWER DUCKBANK41919(4) 4"C. NEW U.G.COMMUNICATION DUCTBANK202223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12341/12/2017 11:30:20 AMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1" = 50'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E1.01SITEPLAN-REMODEL 1" = 50'-0"1NEW SITE PLAN(E) POWER DUCT BANK WITH NORMAL POWER FEEDERS FROM (E) SWITCHBOARD NM AND EMERGENCY POWERFEEDERS FROM (E) SWITCHBOARD EM. FIELD VERIFY EXACT FEEDERS TO (E) GARAGE.PROVIDE NEW EMERGENCY POWER FEEDER CONNECTED TO (E) 225A CIRCUIT BREAKER. SEE E5.01 FORADDITIONAL REQUIREMENTS.PROVIDE NEW NORMAL POWER FEEDER CONNECTED FROM NEW 600A CIRCUIT BREAKER IN EXISTING SPARECONDUIT AND NEWLY CREATED SPARE CONDUIT (LEFT FROM ATS CONTROL CIRCUIT REMOVAL).PROVIDE NEW SQUARE D SOLID STATE TRIP CIRCUIT BREAKER (MODEL SE OR APPROVED EQUIVALENT, 600A,480V, 3-POLE WITH MICROLOGIC LSIG ADJUSTABLE TRIP SETTINGS) IN EXISTING SQUARE D SWITCHBOARD MNSPACE. SET TRIP SETTINGS PER COORDINATION STUDY.SHEET NOTES:12341 11/4/2016 ADDENDUM #22 1/13/2017 CP#1PROVIDE (2) 4"C (EACH WITH (3) 3-CELL FABRIC INNER-DUCT AND PULL STRINGS) UNDERGROUND FOR FUTURECOMMUNICATION FROM EXISTING COMMUNICATION MANHOLE TO EXISTING VPCN BUILDINGSTUBOUT, CAP, FLAG CONDUIT OUTSIDE BUILDING FOR FUTURE EXTENSION.SEE CIVIL FOR ROADWAY RESTORATION.PROVIDE 1"C. (FIRE ALARM) FROM (E) FIRE ALARM ROOM TO (N)ELECTRICAL ROOM AND 1"C. (VIDEO SURVEILLANCE) &1"C. (SECURITY) FROM (E) ELECTRICAL ROOM TO (N) ELECTRICAL ROOM.PROVIDE NEW UG DUCTBANK AND RACEWAY TO EXTEND NEW FEEDER TO SWITCHBOARD INDICATED.67895PROVIDE PULLING MANHOLE (MINIMUM INTERIOR SIZE OF 4' X 4' X 4' WITH ROUND COVER).PROVIDE (2) 4"C (NORMAL POWER) AND (1) 4"C (EMERGENCY POWER) UNDERGROUND DUCTBANK.(E) SITE LIGHTING POLES. PROTECT DURING NEW GARAGE AND RAMP CONSTRUCTION.PROVIDE TEMPORARY EGRESS AND EXIT LIGHTING FROM GARAGE TO PATHWAY.REMOVE EXISTING 100A TRIP UNIT FROM SPARE SQUARE D TYPE "ME" EMERGENCY POWER CIRCUIT BREAKER ANDREPLACE WITH NEW 225A TRIP UNIT WITH LSI ADJUSTABLE TRIP SETTINGS. ADJUST TRIP SETTINGS PERCOORDINATION STUDY.PROVIDE NEW EMERGENCY POWER FEEDERS, FROM SWITCHBOARD EM TO EXISTING GARAGE ATS SWITCH AND FROMSWITCHBOARD NM TO NEW GARAGE ATS. PROVIDE EXTRA HEAVY WALL FIBERGLASS RACEWAY, SPLIT, PLACEDAROUND FEEDERS AND FIRE TAPE WRAPPED IN MANHOLES.PROVIDE NEW CONTROL POWER CIRCUITS (7#14 TYPICAL), FROM NORTH SUBSTATION ATS TO EXISTING GARAGE ATSAND FROM NORTH SUBSTATION ATS TO NEW GARAGE ATS IN EXISTING DUCT THAT PREVIOUS HAD THE GARAGE ATSCONTROL CIRCUITING. PROVIDE EXTRA HEAVY WALL FIBERGLASS RACEWAY, SPLIT, PLACED AROUND FEEDERS ANDFIRE TAPE WRAPPED IN MANHOLES.PROVIDE (2) 4"C.O. (FUTURE PRIMARY POWER) UNDERGROUND DUCTBANK WITH PULL STRING AND CAP.PROVIDE (2) 4"C.O. (FUTURE EMERGENCY POWER) UNDERGROUND DUCTBANK WITH PULL STRING AND CAP FORFUTURE EXTENSION.PROVIDE (4) 4"C.O. (COMMUNICATIONS) UNDERGROUND DUCTBANK WITH PULL STRING AND CAP FOR FUTUREEXTENSION.RELOCATED TRASH COMPACTOR. INTERCEPT AND EXTEND EXISTING UNDERGROUND POWER FEEDER TO TRASHCOMPACTOR. PROVIDE TRENCHING, RACEWAY, NEW CONDUCTORS, NEW DISCONNECT AND CONNECTIONS.10111213141516171819202 WP,GWP,GWP,G WP,GI J K L M N O P 1.3 1.7 2 2.3 2.7 3 3.3 3.7 41 GL1/55 GL1/55 GL1/57 GL1/57 F-VALVE-1 D-VALVE-1 FOUNDATION SUMP PUMP 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 10/7/2016 3:41:51 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 E2.03N FLOOR PLAN LEVEL 3 NORTH - POWER 1/8" = 1'-0"1 FLOOR PLAN LEVEL 3 NORTH POWER GENERAL NOTES: 1. ALL BACKBOXES AND RACEWAY SHALL BE HIDDEN IN GARAGE WALLS AND CEILING. 2. SEE EQUIPMENT ELECTRICAL SCHEDULE FOR LOAD INFORMATION AND RACEWAY, WIRE, DISCONNECT, AND CONNECTION REQUIREMENTS. E2.03N E2.03S 1/8"=1'-0" 20 4 feet 8 16 24 LEVEL WP,GWP,GG G WP,G WP,GWP,G WP,G WP,GA B C D E F G H I C.5 1.3 1.7 2 3 3.3 3.7 41 GL1/55,57,59 GL1/59 GL1/59 GL1/55 GL1/55 GL1/55 GL1/55 GL1/57 UH-1 SEP-1 COMP-1 EF-1 DDC-1 F-VALVE-1 D-VALVE-1 VERTICAL CHASE SPACE FOR CONDUITS FROM 3RD FLOOR ELECTRICAL ROOM TP-1 E7.03 1 SUMP-1 SUMP-2 SUMP-3 E7.03 2 GL1/59 S S EGL1/19 GL1/55 TRACE-1 TRACE-2 FSD EGL1/22 (TYP. 2 PER LOBBY) FSD EGL1/22 (TYP. @ (9) EXHAUST GRILLS) B-1 HWP-1 HWP-4 HWP-2 B-2 HWP-5 B-3 HWP-3 3 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/21/2017 1:12:40 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 E2.03S FLOOR PLAN LEVEL 3 SOUTH - POWER 1/8" = 1'-0"1 FLOOR PLAN LEVEL 3 SOUTH POWER GENERAL NOTES: 1. ALL BACKBOXES AND RACEWAY SHALL BE HIDDEN IN GARAGE WALLS AND CEILING. 2. SEE EQUIPMENT ELECTRICAL SCHEDULE FOR LOAD INFORMATION AND RACEWAY, WIRE, DISCONNECT, AND CONNECTION REQUIREMENTS. E2.03N E2.03S 1/8"=1'-0" 20 4 feet 8 16 24 1/8"=1'-0" 20 4 feet 8 16 24 1 11/4/2016 ADDENDUM #2 2 1/13/2017 CP#1 3 2/20/2017 CP#4 LEVELDOWNLEVELWP,GWP,GWP,GIJKLMNOP1.31.722.32.733.33.741GL1/1GL1/1GL1/3GL1/1ROUGH-IN ONLY FOR LEVEL 2ELECTRIC VEHICLECHARGERS (FUTURE)ROUGH-IN ONLY FOR LEVEL 2ELECTRIC VEHICLE CHARGERS(FUTURE)ROUGH-IN ONLY FOR LEVEL 2ELECTRIC VEHICLE CHARGERS(FUTURE)ROUGH-IN ONLY FOR LEVEL 2ELECTRIC VEHICLE CHARGERS(FUTURE)GL1/20,22,19,21GL1/24,26,23,25GL1/28,30,27,29GL1/32,34,31,331"C-4#8&#8EGC1"C-4#8&#8EGC1"C-4#8&#8EGC1"C-4#8&#8EGC223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:38:58 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.04NFLOOR PLANLEVEL 4 NORTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 4 NORTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. SEE EQUIPMENTELECTRICAL SCHEDULE FORLOAD INFORMATION ANDRACEWAY, WIRE, DISCONNECT,AND CONNECTIONREQUIREMENTS.E2.04NE2.04S1/8"=1'-0"20 4feet8 16 24 LEVELWP,GWP,GWP,GJABCDEFGHIC.51.31.7233.33.741GL1/1GL1/1GL1/3GL1/5GL1/5GL1/5GL1/1,3,5ROUGH-IN ONLY FOR LEVEL 2ELECTRIC VEHICLECHARGERS (FUTURE)GL1/20,22,19,21DOOR-21"C-4#8&#8EGCSSFSDEGL1/22(TYP. 2 PER LOBBY)GL1/611IRRIG. CTRL PNLCU-1 (TEMP LOCATION)2223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12341/12/2017 11:30:23 AMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.04SFLOOR PLANLEVEL 4 SOUTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 4 SOUTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. SEE EQUIPMENTELECTRICAL SCHEDULE FORLOAD INFORMATION ANDRACEWAY, WIRE, DISCONNECT,AND CONNECTIONREQUIREMENTS.E2.04NE2.04S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #22 1/13/2017 CP#1PROVIDE 12"X12"X4"DPULLBOX WITH (1) 1-1/2"CAND PULL STRING DOWNTO AND STUBBED OUTUNDERGROUND TO EACHOF THE SW AND SECORNERS OF THE GARAGEFOR IRRIGATION CONTROLLINES. COORDINATE WITHSHEET L-5 AND LANDSCAPEFOR EXACT LOCATIONS.SHEET NOTES:1 WP,GWP,GWP,GWP,GIJKLMNOP1.31.722.32.733.33.741GL1/2GL1/4GL1/4GEF-3GEF-2GL1/4GL1/4GL1/4223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:00 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.05NFLOOR PLANLEVEL 5 NORTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 5 NORTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDENIN GARAGE WALLS ANDCEILING.2. SEE EQUIPMENTELECTRICAL SCHEDULE FORLOAD INFORMATION ANDRACEWAY, WIRE,DISCONNECT, ANDCONNECTION REQUIREMENTS.E2.05NE2.05S1/8"=1'-0"20 4feet8 16 24 DNLEVELWP,GWP,GWP,GWP,GABCDEFGHIC.51.31.7233.33.741GL1/2GL1/2GL1/2GL1/4GL1/6GL1/6GL1/2,4,6GEF-1GL1/4GEF PANELDOOR-3SSFSDEGL1/22(TYP. 2 PER LOBBY)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:00 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.05SFLOOR PLANLEVEL 5 SOUTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 5 SOUTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. SEE EQUIPMENT ELECTRICALSCHEDULE FOR LOADINFORMATION AND RACEWAY,WIRE, DISCONNECT, ANDCONNECTION REQUIREMENTS.E2.05NE2.05S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GIJKLMNOP1.31.722.32.733.33.741GL1/7GL1/7GL1/7GL1/9223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:01 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.06NFLOOR PLANLEVEL 6 NORTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 6 NORTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E2.06NE2.06S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GWP,GABCDEFGHIC.51.31.7233.33.741GL1/7GL1/7GL1/7GL1/11GL1/11GL1/7,9,11GL1/9DOOR-4GL1/11SSFSDEGL1/22(TYP. 2 PER LOBBY)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:02 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.06SFLOOR PLANLEVEL 6 SOUTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 6 SOUTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. SEE EQUIPMENT ELECTRICALSCHEDULE FOR LOADINFORMATION AND RACEWAY,WIRE, DISCONNECT, ANDCONNECTION REQUIREMENTS.E2.06NE2.06S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GIJKLMNOP1.31.722.32.733.33.741GL1/8GL1/8GL1/10GL1/10223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:03 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.07NFLOOR PLANLEVEL 7 NORTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 7 NORTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E2.07NE2.07S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GWP,GGABCDEFGHIC.51.31.7233.33.741GL1/8GL1/8GL1/12GL1/12GL1/12GL1/10GL1/8,10,12GL1/12DOOR-5DOOR-6GL1/12GL1/12SSSSFSDEGL1/22(TYP. 2 PER LOBBY)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:04 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.07SFLOOR PLANLEVEL 7 SOUTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 7 SOUTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. SEE EQUIPMENTELECTRICAL SCHEDULE FORLOAD INFORMATION ANDRACEWAY, WIRE, DISCONNECT,AND CONNECTIONREQUIREMENTS.E2.07NE2.07S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GIJKLMNOP1.31.722.32.733.33.741GL1/13GL1/13GL1/13GL1/15223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:04 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.08NFLOOR PLANLEVEL 8 NORTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 8 NORTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E2.08NE2.08S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GWP,GABCDEFGHIC.51.31.7233.33.741GL1/13GL1/13GL1/13GL1/17GL1/17GL1/15GL1/13,15,17DOOR-7SSGL1/17FSDEGL1/22(TYP. 2 PER LOBBY)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:05 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.08SFLOOR PLANLEVEL 8 SOUTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 8 SOUTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. SEE EQUIPMENT ELECTRICALSCHEDULE FOR LOADINFORMATION AND RACEWAY,WIRE, DISCONNECT, ANDCONNECTION REQUIREMENTS.E2.08NE2.08S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GIJKLMNOP1.31.722.32.733.33.741GL1/14GL1/14GL1/16223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:06 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E2.09NFLOOR PLANLEVEL 9 NORTH -POWER 1/8" = 1'-0"1FLOOR PLAN LEVEL 9 NORTH POWERGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E2.09NE2.09S1/8"=1'-0"20 4feet8 16 24 WP,GWP,GWP,GWP,GA B C D E F G H I C.5 1.3 1.7 2 3 3.3 3.7 41 GL1/14 GL1/14 GL1/14 GL1/18 GL1/18 GL1/16 GL1/14,16,18 CU-1AC-1 (INTERIOR) HP-1 (ROOF MOUNTED) GL1/18 ELEVATOR POWER MODULE SWITCH (TYP. 3) ELEVATOR CONTROLLER (TYP. 3) ELEVATOR CAB POWER DISCONNECTS (TYP 3) DOOR-8 S S FSD EGL1/22 (TYP. 2 PER LOBBY) EF-2 3 EF-2 DISCONNECT 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/21/2017 1:12:42 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 E2.09S FLOOR PLAN LEVEL 9 SOUTH - POWER 1/8" = 1'-0"1 FLOOR PLAN LEVEL 9 SOUTH POWER GENERAL NOTES: 1. ALL BACKBOXES AND RACEWAY SHALL BE HIDDEN IN GARAGE WALLS AND CEILING. 2. SEE EQUIPMENT ELECTRICAL SCHEDULE FOR LOAD INFORMATION AND RACEWAY, WIRE, DISCONNECT, AND CONNECTION REQUIREMENTS. E2.09N E2.09S 1/8"=1'-0" 20 4 feet 8 16 24 3 2/20/2017 CP#4 WAPWAPWAPWAPFIJKLMNOP1.31.722.32.733.33.741CBFIRE/SMOKE DAMPERCONTROL MODULE(TYP. @ (9) EXHAUST GRILLS)CMCMCMCMCM223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:16 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.03NFLOOR PLANLEVEL 3 NORTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 3 NORTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.03NE3.03S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 WAPWAPWAPWAPFFCRABCDEFGHIC.51.31.7233.33.741FIRE ALARM PANEL& NAC PANELS12"W X 4"H LADDER TRAYEMERGENCY DAS RADIO SYSTEMCOMPRESSOR LOW-AIR PRESSURE SWITCH(4) FLOW SWITCHES (TOTAL)(12) TAMPER SWITCHES (TOTAL)FIRE ALARM NAC PANEL1"C (SECURITY) FROM (E) GARAGEELECTRICAL ROOM3/4"C (FIRE ALARM) FROM (E) GARAGEELECTRICAL ROOMVERTICAL CHASESPACE FOR CONDUITSFROM 3RD FLOORELECTRICAL ROOM2"C (TELECOM) FROM (E) GARAGEELECTRICAL ROOMCBCBCOMMUNICATION CABINET (TYP)FRONTBACK123SECURITY PANELESREXFIRE/SMOKE DAMPERCONTROL MODULE(TYP. (2) PER LOBBY)CMCMCMCMCMCMCMFIRE/SMOKE DAMPERCONTROL MODULE(TYP. @ (9) EXHAUST GRILLS)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:16 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.03SFLOOR PLANLEVEL 3 SOUTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 3 SOUTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.03NE3.03S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #211 FWAPWAPWAPWAPIJKLMNOP1.31.722.32.733.33.741CB223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:10 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.04NFLOOR PLANLEVEL 4 NORTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 4 NORTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.04NE3.04S1/8"=1'-0"20 4feet8 16 24 LEVELWAPWAPFFWAPWAPABCDEFGHIC.51.31.7233.33.741CBCBFIRE/SMOKE DAMPERCONTROL MODULE(TYP. (2) PER LOBBY)CMCM223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:17 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.04SFLOOR PLANLEVEL 4 SOUTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 4 SOUTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.04NE3.04S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 LEVELDOWNLEVELWAPWAPWAPWAPFCRJIJKLMNOP1.31.722.32.733.33.741FIRE ALARM SHUTDOWNCONTROL MODULE (TYP)FIRE ALARM SHUTDOWNCONTROL MODULE (TYP)DAS ANTENNACBESREX1"C. R.O.223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:12 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.05NFLOOR PLANLEVEL 5 NORTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 5 NORTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.05NE3.05S1/8"=1'-0"20 4feet8 16 24 DNWAPFWAPWAPWAPFJABCDEFGHIC.51.31.7233.33.741FIRE ALARM SHUTDOWNCONTROL MODULE (TYP)DAS ANTENNACBCB1"C. RGS DOWN TOLEVEL 3 TELECOMROOM1"C. R.O.FIRE/SMOKE DAMPERCONTROL MODULE(TYP. (2) PER LOBBY)CMCM223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:18 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.05SFLOOR PLANLEVEL 5 SOUTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 5 SOUTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDENIN GARAGE WALLS ANDCEILING.E3.05NE3.05S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 FWAPWAPWAPWAPIJKLMNOP1.31.722.32.733.33.741CB223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:15 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.06NFLOOR PLANLEVEL 6 NORTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 6 NORTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.06NE3.06S1/8"=1'-0"20 4feet8 16 24 WAPFWAPWAPWAPFABCDEFGHIC.51.31.7233.33.741CBCBFIRE/SMOKE DAMPERCONTROL MODULE(TYP. (2) PER LOBBY)CMCM223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:20 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.06SFLOOR PLANLEVEL 6 SOUTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 6 SOUTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.06NE3.06S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 WAPFWAPWAPWAPJIJKLMNOP1.31.722.32.733.33.741DAS ANTENNACB1"C. R.O.223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:18 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.07NFLOOR PLANLEVEL 7 NORTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 7 NORTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.07NE3.07S1/8"=1'-0"20 4feet8 16 24 WAPFWAPWAPWAPFJABCDEFGHIC.51.31.7233.33.7411DAS ANTENNA1"C. RGS DOWN TOLEVEL 3 TELECOMROOMCBCB1"C. R.O.FIRE/SMOKE DAMPERCONTROL MODULE(TYP. (2) PER LOBBY)CMCM223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:21 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.07SFLOOR PLANLEVEL 7 SOUTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 7 SOUTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.07NE3.07S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 FWAPWAPWAPWAPIJKLMNOP1.31.722.32.733.33.741CB223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:20 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.08NFLOOR PLANLEVEL 8 NORTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 8 NORTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.08NE3.08S1/8"=1'-0"20 4feet8 16 24 FUTURE WEST RAMPFWAPWAPWAPWAPFABCDEFGHIC.51.31.7233.33.7411CBCBFIRE/SMOKE DAMPERCONTROL MODULE(TYP. (2) PER LOBBY)CMCM223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:22 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.08SFLOOR PLANLEVEL 8 SOUTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 8 SOUTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.08NE3.08S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 FIJKLMNOP1.31.722.32.733.33.741WPWPWP, POLE MOUNTED (TYP)CBWPWPWP, POLE MOUNTED (TYP)WP, POLE MOUNTED (TYP)WP, POLE MOUNTED (TYP)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:23 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.09NFLOOR PLANLEVEL 9 NORTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 9 NORTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.09NE3.09S1/8"=1'-0"20 4feet8 16 24 FABCDEFGHIC.51.31.7233.33.741HEAT DETECTORWP, POLE MOUNTED (TYP)WPELEVATOR MACHINE ROOMWP, POLE MOUNTED (TYP)CBCBWP, POLE MOUNTED (TYP)WPWPWP, POLE MOUNTED (TYP)FIRE/SMOKE DAMPERCONTROL MODULE(TYP. (2) PER LOBBY)CMCM223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:23 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E3.09SFLOOR PLANLEVEL 9 SOUTH -SYSTEMS 1/8" = 1'-0"1FLOOR PLAN LEVEL 9 SOUTH SYSTEMSGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.E3.09NE3.09S1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 FECFECFECFECFECFECFECIJKLMNOP1.31.722.32.733.33.741L2+10' (TYP)L1X1X1X2+10' (TYP)+10' (TYP)L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1REFER TO 3/E7.04 FOREMERGENCY LIGHTINGWIRING DIAGRAM (TYP.)L1L1L1L1223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:25 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.03NFLOOR PLANLEVEL 3 NORTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 3 NORTH LIGHTINGE4.03NE4.03SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDENIN GARAGE WALLS ANDCEILING.2. LOCATE ALL PARKINGGARAGE LIGHTINGLUMINAIRES OUTSIDE OF THEGARAGE SIDELIGHTDAYLIGHT ZONE (I.E. THEAREA WITHIN 20 FEET OFANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATIONWITH STRUCTURE ANDSPRINKLER PIPING SO AS TOLOCATE BELOW BOTTOM OFBEAMS, AVOID BLOCKINGLIGHT DISTRIBUTION ANDAVOID BLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 24 FECFECFECFECFECFECFECLEVELOSOSOSOSOSOS334ABCDEFGHIC.51.31.7233.33.741X2X2L3+10' (TYP)EGH1/1,4GH1/31L1L1VERTICAL CHASE SPACEFOR CONDUITS FROM 3RDFLOOR ELECTRICAL ROOMX2L1L1L2X1L4L4L4L4L4L2X1X2L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L3L3L1L3TYPE L8(TYP)EGH1/4EGH1/1223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:24 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.03SFLOOR PLANLEVEL 3 SOUTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 3 SOUTH LIGHTINGE4.03NE4.03SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKINGGARAGE LIGHTINGLUMINAIRES OUTSIDE OF THEGARAGE SIDELIGHT DAYLIGHTZONE (I.E. THE AREA WITHIN 20FEET OF ANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #21 OSIJKLMNOP1.31.722.32.733.33.741L2X1X2L1X1L1L2L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L3L3L3REFER TO 3/E7.04 FOREMERGENCY LIGHTINGWIRING DIAGRAM (TYP.)L1223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:29 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.04NFLOOR PLANLEVEL 4 NORTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 4 NORTH LIGHTINGE4.04NE4.04SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKINGGARAGE LIGHTING LUMINAIRESOUTSIDE OF THE GARAGESIDELIGHT DAYLIGHT ZONE (I.E.THE AREA WITHIN 20 FEET OFANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINE VISIBILITY.1/8"=1'-0"20 4feet8 16 24 OSABCDEFGHIC.51.31.7233.33.741L1X1X2L3L1EGH1/3GH1/33X2X1L4L4L4X1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L2L3X2X2L1L2L1L1L1L1223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:31 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.04SFLOOR PLANLEVEL 4 SOUTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 4 SOUTH LIGHTINGE4.04NE4.04SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKINGGARAGE LIGHTINGLUMINAIRES OUTSIDE OF THEGARAGE SIDELIGHT DAYLIGHTZONE (I.E. THE AREA WITHIN 20FEET OF ANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 24 IJKLMNOP1.31.722.32.733.33.741L2LIGHTING CONTROLSYSTEM ANTENNAX1L1X2L1X1X1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L2L1L1L1L1L1REFER TO 3/E7.04 FOREMERGENCY LIGHTINGWIRING DIAGRAM (TYP.)J223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:32 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.05NFLOOR PLANLEVEL 5 NORTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 5 NORTH LIGHTINGE4.05NE4.05SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKINGGARAGE LIGHTING LUMINAIRESOUTSIDE OF THE GARAGESIDELIGHT DAYLIGHT ZONE (I.E.THE AREA WITHIN 20 FEET OFANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 24 LEVELABCDEFGHIC.51.31.7233.33.741L1X2X2X2X1L2L1L1L1GH1/35EGH1/53/4"C (ROUGH-IN ONLY) FORLIGHTING CONTROL SYSTEMANTENNAX2X1X1L4L4L4L4L4L2L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1JL1L1223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:34 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.05SFLOOR PLANLEVEL 5 SOUTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 5 SOUTH LIGHTINGE4.05NE4.05SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKING GARAGELIGHTING LUMINAIRES OUTSIDEOF THE GARAGE SIDELIGHTDAYLIGHT ZONE (I.E. THE AREAWITHIN 20 FEET OF ANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATE BELOWBOTTOM OF BEAMS, AVOIDBLOCKING LIGHT DISTRIBUTIONAND AVOID BLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 24 OSIJKLMNOP1.31.722.32.733.33.741L2L1L3GH1/34X1X2L1L1X1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L10L10L10L10L10L10L10L10L10L1L1L1L1L1REFER TO 3/E7.04 FOREMERGENCYLIGHTING WIRINGDIAGRAM (TYP.)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:35 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.06NFLOOR PLANLEVEL 6 NORTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 6 NORTH LIGHTINGE4.06NE4.06SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKINGGARAGE LIGHTINGLUMINAIRES OUTSIDE OF THEGARAGE SIDELIGHT DAYLIGHTZONE (I.E. THE AREA WITHIN 20FEET OF ANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 24 LEVELOSABCDEFGHIC.51.31.7233.33.741L1L2X1X2X2L3GH1/32L1GH1/37EGH1/7X2X2X1L2X1L4L4L4L4L1L1L1L1L1L1L1L1L1L1L1L10L10L10L10L10L10L10L10L10L10L1L1L1L1L1L1L1L1L1L1L1L1L11223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:26 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.06SFLOOR PLANLEVEL 6 SOUTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 6 SOUTH LIGHTINGE4.06NE4.06SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKINGGARAGE LIGHTINGLUMINAIRES OUTSIDE OF THEGARAGE SIDELIGHT DAYLIGHTZONE (I.E. THE AREA WITHIN 20FEET OF ANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 241 11/4/2016 ADDENDUM #2 OSIJKLMNOP1.31.722.32.733.33.741L2X2L3L1X1X2L1L1X1X2X2L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L2L1L1L1L1L1L1L3REFER TO 3/E7.04 FORWIRING DIAGRAM (TYP.)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:38 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.07NFLOOR PLANLEVEL 7 NORTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 7 NORTH LIGHTINGE4.07NE4.07SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKING GARAGELIGHTING LUMINAIRES OUTSIDEOF THE GARAGE SIDELIGHTDAYLIGHT ZONE (I.E. THE AREAWITHIN 20 FEET OF ANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINE VISIBILITY.1/8"=1'-0"20 4feet8 16 24 OSABCDEFGHIC.51.31.7233.33.741L1L1L1L2X1X1X2L1L1L3GH1/39EGH1/9X2X2X2X1X1L4L4L4L4L4L4L4L5L4L4L4L2L4L4L1L1L4L4L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L6L5223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:40 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.07SFLOOR PLANLEVEL 7 SOUTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 7 SOUTH LIGHTINGE4.07NE4.07SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDENIN GARAGE WALLS ANDCEILING.2. LOCATE ALL PARKINGGARAGE LIGHTINGLUMINAIRES OUTSIDE OF THEGARAGE SIDELIGHT DAYLIGHTZONE (I.E. THE AREA WITHIN 20FEET OF ANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATIONWITH STRUCTURE ANDSPRINKLER PIPING SO AS TOLOCATE BELOW BOTTOM OFBEAMS, AVOID BLOCKINGLIGHT DISTRIBUTION ANDAVOID BLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 24 OSIJKLMNOP1.31.722.32.733.33.741L1L3X1X2L1L1X1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L2L1L1L1L1L1L1L1L1REFER TO 3/E7.04 FOREMERGENCY LIGHTINGWIRING DIAGRAM (TYP.)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:42 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.08NFLOOR PLANLEVEL 8 NORTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 8 NORTH LIGHTINGE4.08NE4.08SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDENIN GARAGE WALLS ANDCEILING.2. LOCATE ALL PARKINGGARAGE LIGHTINGLUMINAIRES OUTSIDE OF THEGARAGE SIDELIGHTDAYLIGHT ZONE (I.E. THEAREA WITHIN 20 FEET OFANYPERIMETER WALLOPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATIONWITH STRUCTURE ANDSPRINKLER PIPING SO AS TOLOCATE BELOW BOTTOM OFBEAMS, AVOID BLOCKINGLIGHT DISTRIBUTION ANDAVOID BLOCKING SIGHT LINEVISIBILITY.1/8"=1'-0"20 4feet8 16 24 ABCDEFGHIC.51.31.7233.33.741L1X1X2X2L1X2L1GH1/41EGH1/11X2X1X1L4L4L4L1L1L1L4L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L2L2223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:44 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.08SFLOOR PLANLEVEL 8 SOUTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 8 SOUTH LIGHTINGE4.08NE4.08SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKINGGARAGE LIGHTING LUMINAIRESOUTSIDE OF THE GARAGESIDELIGHT DAYLIGHT ZONE (I.E.THE AREA WITHIN 20 FEET OFANYPERIMETER WALL OPENINGS).3. COORDINATE GARAGELIGHTING AND EXIT SIGNLUMINAIRE INSTALLATION WITHSTRUCTURE AND SPRINKLERPIPING SO AS TO LOCATEBELOW BOTTOM OF BEAMS,AVOID BLOCKING LIGHTDISTRIBUTION AND AVOIDBLOCKING SIGHT LINE VISIBILITY.1/8"=1'-0"20 4feet8 16 24 IJKLMNOP1.31.722.32.733.33.741L2X1WPPOLE MOUNTED LIGHT FIXTURE (TYP)L2POLE MOUNTED LIGHT (TYP)(SEE 4/E7.02, FOR POLE BASEDETAIL)L7L7L7L7L7L7L7L7L7L7L7L7L7L7L7L7WPWPWPX1223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:45 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.09NFLOOR PLANLEVEL 9 NORTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 9 NORTH LIGHTINGE4.09NE4.09SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKING GARAGELIGHTING LUMINAIRES OUTSIDEOF THE GARAGE SIDELIGHTDAYLIGHT ZONE (I.E. THE AREAWITHIN 20 FEET OF ANYPERIMETER WALL OPENINGS).1/8"=1'-0"20 4feet8 16 24 OSABCDEFGHIC.51.31.7233.33.741X1L2L2L3H1/43EGH1/9WPX1L4L4L4L4POLE MOUNTED LIGHT (TYP)(SEE 4/E7.02, FOR POLE BASEDETAIL)L7L7L7L7L7L7L7L7L7L7L7L7L7L7L7WPX1WPWPX1X1223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:45 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E4.09SFLOOR PLANLEVEL 9 SOUTH -LIGHTING 1/8" = 1'-0"1FLOOR PLAN LEVEL 9 SOUTH LIGHTINGE4.09NE4.09SGENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.2. LOCATE ALL PARKING GARAGELIGHTING LUMINAIRES OUTSIDEOF THE GARAGE SIDELIGHTDAYLIGHT ZONE (I.E. THE AREAWITHIN 20 FEET OF ANYPERIMETER WALL OPENINGS).1/8"=1'-0"20 4feet8 16 24 20-3KE25-4MF 20-3KE25-4MF40-3SH40-3SH40-3SH40-3SH40-3SH20-3KE FEEDER TABLE225D4"C, 4 #4/0 + 1 #1 EGC600D(2) 4"C, 4 #500 kCMIL + 1 #2/0 EGC250D2 1/2"C, 4 #250 kCMIL + 1 #2 EGC30D3/4"C, 3 #10 + 1 #10 EGC60D1"C, 4 #6 + 1 #6 EGCXXXX70B1"C, 4 #4 + 1 #4 EGC150B1 1/2"C, 3 #1/0 + 1 #6 EGC100D1 1/2"C, 4 #1/0 + 1 #6 EGC225A400A175A400A400A600ASPARET-GL175KVA480V-208/120V3Ø, 4WGNDDIST PANEL 4N01H1.5X1200A, 480/277V, 3Ø, 4W100A400A50A600A500A600ADIST PANEL 4N01J.5X1200A, 480/277V, 3Ø, 4W200A45A200A400A70A225ADIST PANEL 4N01J1600A, 480/277V, 3Ø, 4W75KVA480VTX-7W3208/120V3Ø, 4WGND600A2000A800A800A1200A100ASWITCHBOARD MN1200A, 480/277V, 3Ø, 4W, 65KAICTOPKGTONWPTOMAC3000AMAINTOUTILITY800AFSPACE3000A TIE1600A3000AMAINTOUTILITYTOTPCSPARETOLITHOSPARESPAREKVA480VT-208/120V3Ø, 4WGNDKVA480VT-208/120V3Ø, 4WGND800AFEMERGENCY SWITCHBOARD E2,000A, 480/277V, 3Ø, 4W, 65KAIC2000AF2000ATTOCENTRAL UTILITY PLANT350AT800AF350AT400AFSPACE400AFSPACE1600AF1200AT1600AFSPACE800AFSPACE800AFSPACE1 2 3 4 5 6 7 8EMERGENCY SWITCHBOARD EM1200A, 480/277V, 3Ø, 4W, 65KAIC1200AF1200ATSPARE225AF225AT250AF250ATTOTPC225AF100ATTOPARKING400AF400ATTONWP400AF400ATTOMAC800AF800AT400AF400AT400AF400AT1 2 3 4 5 6 7 870A50AEMERGENCY SWBD 4EM01K1800A, 480/277V, 3Ø, 4W500AF500AT(4E01K1)100AATS-53Ø,4WLIFE SAFETY(4Q01K1)600AATS-63Ø,4WEQUIPMENT(4C01K1)100AATS-73Ø,4WCRITICALKVA480VT-208/120V3Ø, 4WGNDKVA480VT-208/120V3Ø, 4WGND(4Q01J.5X-1)400AATS-13Ø,4WEQUIPMENT(4Q01J.5X)400AATS-23Ø,4WEQUIPMENT(4C01J.5-4)400AATS-53Ø,4WCRITICAL(4C01J.5-3)400AATS-53Ø,4WCRITICAL#8#845KVA480VTQ01A4-2208Y/120V3Ø, 4W45KVA480VTQ01A4-1208Y/120V3Ø, 4WFEEDCABLE END(TYP OF 3)FEEDCABLE END(TYP OF 3)225A TRACKBUSWAY225A TRACKBUSWAY#2/0#2/0#2/0#2/0SWBD 4Q01J.5X400A, 480/277V, 3Ø, 4W400A225A400AKVA480VT-208/120V3Ø, 4WGND45KVA480V-208Y/120VTQ02J13Ø, 4WGND45KVA480V-208Y/120VTN02A43∅, 4WGNDKVA480V-208Y/120VT-3Ø, 4WGND51,660123KVA480VT-208/120V3Ø, 4WGNDT-EGL130KVA480V-208/120V3Ø, 4WGND354ATS-EGH1225A3Ø,4WLIFE SAFETY8,5303,7461,3402,97249,63747,2991ST FLOOR2ND FLOORROOFPANEL4NG1A225A277/480V3Ø,4WMCBPANEL4N01J4175A277/480V3Ø,4WMCBPANEL2NG1A225A120/208V3Ø,4WMCBPANEL4N01K1.8-1600A277/480V3Ø,4WMCBPANEL4N01K1.8-2600A277/480V3Ø,4WFEED THRUPANEL2N01K1.8-1400A120/208V3Ø,4WMCBPANEL2N01K1.8-1400A120/208V3Ø,4WFEED THRUPANEL2N01K1225A120/208V3Ø,4WMCBPANELMRI600A120/208V3Ø,4WFEED THRUPANEL2N01K1100A120/208V3Ø,4WMCBPANEL2N01A2225A120/208V3Ø,4WPANEL2E01K1100A120/208V3Ø,4WMCBPANEL4Q01K1500A120/208V3Ø,4WMCBPANEL2C01K1MBP4C01E3-1400AMBP400A4C01E3-2MBP4C01E3-1225kVAUPS225kVA4C01E3-2MCB MCBMBP4C01E3-1225kVAUPS225kVA4C01E3-2MCB MCBPANEL4Q01A4-1400A 400AMCB MCB400AMCB400AMCB4Q01A4-2PANEL PANELPANEL2Q01A4-12Q01A4-2PANEL4Q01A2PANEL2Q01A2PANEL4Q02J1PANEL2Q02J1-1PANEL2Q02J1-2PANEL2Q02J1-3PANEL4N02A4400A277/480V3Ø,4WMCBPANEL2N02A4150A120/208V3Ø,4WMCBPANEL4Q0RH1225A277/480V3Ø,4WMCBPANEL2Q0RH1100A120/208V3Ø,4WMCBPANELGH1600A277/480V3Ø,4WMCBPANELGL1250A120/208V3Ø,4WMCBPANELEGH1225A277/480V3Ø,4WMCBPANELEGL1100A120/208V3Ø,4WMCBSPDSPDSPDSPD225D250D 150B600D100D 70B225D225D30D30D60D30D223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:46 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 12" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E5.01ONE-LINEDIAGRAMGENERAL NOTES:1. COORDINATE WORK SCHEDULE AND ELECTRICAL SHUTDOWN WITHOWNER.2. ALL EQUIPMENT SHOWN IS EXISTING UNLESS OTHERWISE NOTED.3. REFER TO E1.00 AND E1.01 SITE PLANS FOR PANEL FEEDER CONNECTIONPOINTS.4. REFER TO E2.03S FLOOR PLAN FOR ELECTRICAL PANEL LOCATIONS.5. SEE SHEET E6.02 FOR PANEL SCHEDULES.SHEET NOTES:PROVIDE 600A, 480V, 3-POLE CIRCUIT BREAKER IN EXISTINGSPACE.EXISTING SPARE 100A TRIP, 480V, 3-POLE CIRCUIT BREAKER. USETO FEED NEW EMERGENCY POWER PANEL IN GARAGEELECTRICAL ROOM.SCOPE OF WORK AREA.PROVIDE NORMAL POWER FEEDER ((2) SETS - 4 #350 KCMIL + 1 #1EGC) IN EXISTING (2) 4" CONDUITS TO FEED NEW PANEL.PROVIDE EMERGENCY POWER FEEDER (4 #1/0 + 1 #6 EGC) INEXISTING 4" CONDUIT TO FEED NEW PANEL.12345SWITCHBOARD MN LOAD SUMMARYSWITCHBOARD MN: 480/277V, 3PHMETER READING(8/8/16): 735 (M1) + 699 (M2) KVA 884 (M1) + 841 (M2)AMPS x125%: 1,793 KVA 2,156.25 AMPS ADDED LOAD: 298.05 KVA 358.5 AMPSNEW CALCULATION LOAD: 2,091 KVA 2,515 AMPSSWITCHBOARD E LOAD SUMMARYSWITCHBOARD E: 480/277V, 3PHMETER READING(8/xx/16): xx KVA xx AMPS x125%: xx KVA xx AMPS ADDED LOAD: 46.22 KVA 55.6 AMPSNEW CALCULATION LOAD: xx KVA xx AMPS ROOF/PENTHOUSEFORTH FLOORTHIRD FLOORSECOND FLOORFIRST FLOOR1-1/4"C-3#21-1/2"C-4#1,1#6GND1"C-3#6, 1#6GND#2#21"C-3#61-1/2"C-2#10#1060AS60AF1"CO3"C-3#350KCMIL,1#2/0 GND2"C-3#3/0, 1#2 GND#101.25"C-4#21.25"C-3#4#61.25"C-4#21.25"C-3#42"C-3#2/0 & #260AS60AF1"C-3#61.25"C-4#2400AS/250AF400AS/250AF2.5"C.-(3)250MCM EA.(2)2.5"C.-3#250 KCMIL1.25"C-4#2#21.25"C-3#4200AS60AF200AS200AF200AS200AF#103/4"C.-4#8, 1#101-1/2"C.-4#2, 1#6 GND#1/0#4/0#4/0#3/0(3 SETS)4"C.-3#500KCMIL, 1#3/0 GND TO VPCN BLDGTO ELDERLY CARE1200A BUS(3)4#500MCMPAD MTD SWITCHGEARPAD MTD TRANSFORMER(3)#4/0VMC NORTH SUBSTATIONTO HIGH VOLTAGE LOAD BREAK AT MANHOLE P-3(2)2"-(4)4/0 EA.400AS300AF200AS200AF200AS200AF200AS200AF600AS500AF400AS400AF2"C-3#3/0, 1#2 GND2-1/2"C-4#250KCMIL,1#2GNDFEEDER SCHEDULE (VPCN)RACEWAY SIZE: FEEDER SIZE:10=1 INCH12=1.25 INCH15=1.5 INCH20=2 INCH25=2.5 INCH30=3 INCH35=3.5 INCH40=4 INCHA=AWG#14B=#12C=#10D=#8E=#6F=#4G=#3H=#2I=#1J=#1/0K=#2/0L=#3/0M=#4/0N=250 KCMIL0=300 KCMILP=350 KCMILQ=400 KCMILR=500 KCMILS=600 KCMILT=700 KCMILV=750 KCMILEXAMPLE: 20-4MF=2INCH C-4#4/0, #4 GND15-4ID=1.5INCH C-4#1, #8 GND40=4INCH RACEWAY ONLYPANELL1PANELH175KVA480V-208Y/120V-3∅-4WPANELLV1PANELHV145KVA480V-208Y/120V-3∅-4WPANELXLPANELXH10KVA480V-240/120V-1∅-4WMSWITCHBOARD MDP480Y/277V, 3∅, 4W1200A BUS, 50,000 AICPANELH3PANELL3PANELH4PANELL4PANELP45KVA480Y-208/120V-3∅PANELN4120/20830KVA480Y-208/120V-3∅PANELMPANELL2PANELH245KVA480V-208Y/120V-3∅-4WPANELL2(2)PANELH1A15KVA480V-208Y/120V-3∅-4WPANELL1A800AF800AT400AF400ATT5 500KVA12.47K-480Y/277Z=3.38%16,934SCOPE OF WORK223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:47 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 12" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E5.02ONE LINEDIAGRAM-VPCN 12" = 1'-0"1ONE LINE DIAGRAM- VPCNGENERAL NOTES:1. COORDINATE WORK SCHEDULE AND ELECTRICAL SHUTDOWN WITH OWNER.2. ALL EQUIPMENT SHOWN IS EXISTING UNLESS OTHERWISE NOTED.3. REFER TO E1.00 AND E1.01 SITE PLANS FOR PANEL FEEDER CONNECTIONPOINTS.SHEET NOTES:(E) 75KVA PAD MOUNTED TRANSFORMER.REMOVE FEEDER BACK TO (E) OUTDOOR DISTRIBUTION CABINET.REMOVE (E)UG RACEWAY, 10' BEYOND PAVED AREA BOUNDARY.REMOVE PAD MOUNTED TRANSFORMER AND DISPOSE OF AT APPROVEDLOCATION UNLESS DIRECTED OTHERWISE BY OWNER.UPDATED DISTRIBUTION CABINET SCHEDULE TO INDICATE (E)400ABREAKER IS NOW SPARE.12345PAD MTD XFMR12345 LEVEL 1LEVEL 9LEVEL 2LEVEL 3NEW GARAGE ELECTRICAL ROOMLEVEL 4LEVEL 5LEVEL 6LEVEL 7LEVEL 83/4"C.(TYP.)3/4"C.(TYP.)3/4"C.(TYP.)TO POLEMOUNTED LIGHTFIXTURETO POLEMOUNTED LIGHTFIXTUREPANEL GH1480/277VPANEL EGL1208/120VPANEL GL1208/120VPANEL EGH1480/277VTO NORMALPOWERLIGHTING(TYP.)TORECEPTACLES(TYP.)TO COMM.CABINETTO ELECTRICVEHICLECHARGERS1"C.(TYP.)TO GEF-1,2,3TO HP-1TOEMERGENCYPOWERLIGHTING(TYP.)TO RECEPTACLE223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:ISSUEMARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:47 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvtNTS101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E5.03RISERDIAGRAM-POWERNTS1RISER DIAGRAM-POWER LEVEL 1LEVEL 9LEVEL 2LEVEL 3EXISTING GARAGE ELECTRICAL ROOMNEW TELECOM ROOMLEVEL 4LEVEL 5LEVEL 6LEVEL 7LEVEL 8(E)FA PANEL(E)COMM.CABINETCOMM. CABINET3/4"C.O. RACEWAY. CABLES BY OTHERS2"C.O.(E)SECURITYPANELSECURITYPANEL(FUTURE)1"C.O.3/4"C.(TYP.)3/4"C.(TYP.)(N)3/4"C.(TYP.)FA CONTROL & NAC PANELS120V120V120VDAS120VNEW GARAGEEXISTING GARAGEEXISTING GARAGE FA CLOSETSPRINKLER ROOMELECTRICAL ROOMNAC PANEL120VTO POLEMOUNTED DEVICETO POLEMOUNTED DEVICETO POLEMOUNTED DEVICETO WAPLOCATIONS(MAX(3)WAP LOCATIONPER HOMERUN)TO VIDEO SURVEILLANCECAMERAS(TYP.)TO FIRE ALARM PULLSTATIONS ANDANNUNCIATION (TYP.)TO FUTUREANTENNAS(LEVEL 5&7)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:ISSUEMARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:48 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvtNTS101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E5.04RISERDIAGRAM-SYSTEMSNTS1RISER DIAGRAM-SYSTEMSGENERAL NOTES:1. REFER TO FLOOR PLANSFOR QUANTITY OF DEVICES. CktNo.1357911131517192123252729 Load Summary14MAIN BREAKERLIGHT PANEL RM STORE RMLIGHT LEVEL 2 & E STAIREXIT LIGHT LEVEL 2ELEVATOR RECEPTACLESPACELIGHT FOR FUTURE ELEVAIR COMPRPANEL EGL XFMRLightingReceptaclesAll MotorsLrgst MotorKitchenMiscellaneousNon-CoincidentTotal kAIC SymPanel Name:Location:Fed From:(E)EGHMain ElecConnected LoadCircuit Description0.000.540.000.000.000.000.000.540.660 kVA kVA kVA kVA kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%125%100%100%0%Calculated Load0.000.540.000.000.000.000.000.540.6480Y/2773 Phase, 4 Wire60Ckt BrkrAmps60/--20/20/20/20/20/20/--15/-- kVA kVA kVA kVA kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol31111133kVA0.000.000.000.000.000.000.540.000.000.000.000.000.000.000.001.PANEL SCHEDULESection:PHabcabcabcabcabcNotes:FOR REFERENCE.1kVA0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00ofCopper BusCkt BrkrAmps20/20/20/20/20/20/20/20/1Pol11111111100% NeutralBLANKBLANKBLANKLIGHT LEVEL 1LIGHT LEVEL 2EXIT LIGHT & STAIR LEV 2LIGHT LEVEL 3LIGHT LEVEL 4LIGHT LEVEL 5POLE LIGHT LEVEL 6MULTIPOINT CONTROLSPACESPACESPACESPACEMfgr:Cat #Circuit DescriptionWestinghouseCktNo.24681012141618202224262830CktNo.1357911131517192123252729313335373941 Load Summary22GARAGE LIGHTING - LEVEL 3GARAGE LIGHTING - LEVEL 4GARAGE LIGHTING - LEVEL 5GARAGE LIGHTING - LEVEL 6GARAGE LIGHTING - LEVEL 7GARAGE LIGHTING - LEVEL 8GARAGE LIGHTING - LEVEL 9SPARESPARESPARESPARESPARESPACESPACESPACESPACESPACESPACESPD--LightingReceptaclesAll MotorsLrgst MotorKitchenMiscellaneousNon-CoincidentTotal kAIC SymPanel Name:Location:Fed From:EGH1ELEC RMSWBD EM (NOTE #2)Connected LoadCircuit Description28.852.160.000.000.0010.900.0041.9150.4225 kVA kVA kVA kVA kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%125%100%100%0%Calculated Load36.062.160.000.000.0010.900.0049.1259.1480Y/2773 Phase, 4 Wire225Ckt BrkrAmps20/20/20/20/20/20/20/20/20/20/20/20/------30/-- kVA kVA kVA kVA kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol1111111111113kVA4.003.503.503.503.503.503.500.000.000.000.000.000.000.000.000.000.000.000.000.000.001.2PANEL SCHEDULESection:PHabcabcabcabcabcabcabcNotes:NEW PANEL. MAIN CIRCUIT BREAKER SHALL COORDINATE WITHUPSTREAM SWITCHBOARD EM FEEDER BREAKER.ADJUST SWITCHBOARD EM LSIG SETTINGS PER 260575 COORDINATION STUDYRECOMMENDATIONS.1kVA3.500.500.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.004.654.563.85ofCopper BusCkt BrkrAmps20/20/20/20/20/20/20/20/20/20/20/20/------70/--1Pol1111111111113100% NeutralGARAGE LIGHTING - EXTERIORGARAGE LIGHTING - ELEVATOR PITSPARESPARESPARESPARESPARESPARESPARESPARESPARESPARESPACESPACESPACESPACESPACESPACEPANEL EGL1 VIA TRANSFORMER T-EGL1--Mfgr:Cat #Circuit DescriptionS.E. RatedCktNo.24681012141618202224262830323436384042CktNo.1357911131517192123 Load Summary10MAIN BREAKERFIRE ALARM PANELELEV PIT LTS & RECEPTELEVATOR #1ELEVATOR #2ELEV PIT LTS & RECEPTAIR COMPRESSOR+SE ELEVSPACESPACESPACELightingReceptaclesAll MotorsLrgst MotorKitchenMiscellaneousNon-CoincidentTotal kAIC SymPanel Name:Location:Fed From:(E)EGLMain ElecEGHConnected LoadCircuit Description0.000.000.000.000.000.000.000.000.0100 kVA kVA kVA kVA kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%125%100%100%0%Calculated Load0.000.000.000.000.000.000.000.000.0208Y/1203 Phase, 4 Wire100Ckt BrkrAmps40/--20/20/20/20/20/20/ kVA kVA kVA kVA kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol3111111kVA0.000.000.000.000.000.000.000.000.000.000.000.001.PANEL SCHEDULESection:PHabcabcabcabcNotes:FOR REFERENCE.1kVA0.000.000.000.000.000.000.000.000.000.000.000.00ofCopper BusCkt BrkrAmps20/20/20/20/20/-20/20/1Pol1111211100% NeutralELEV LTS & RECEPTSPACESPACEELEV LTS & RECEPTTELE RECEPT /STEN TO SYS PWR SUPPLYSPARESPARERECEPT PANEL ROOMSPARESPACESPACEMfgr:Cat #Circuit DescriptionCktNo.24681012141618202224CktNo.1357911131517192123252729313335373941 Load Summary10FIRE ALARM CONTROL PANEL (ELECTRICAL ROOM)FIRE ALARM NAC PANEL (ELECTRICAL ROOM)FIRE ALARM NAC PANEL (ELECTRICAL ROOM)FIRE ALARM NAC PANEL (ELECTRICAL ROOM)FIRE ALARM NAC PANEL (SPRINKLER ROOM)DOOR OPERATOR - LEVEL 1DOOR OPERATOR - LEVEL 2DOOR OPERATOR - LEVEL 3DOOR OPERATOR - LEVEL 4RECEPTACLE-LEVEL 3 - ELEVATOR PITSECURITY PANELSPARESPARESPARESPARESPARESPARESPARESPD--LightingReceptaclesAll MotorsLrgst MotorKitchenMiscellaneousNon-CoincidentTotal kAIC SymPanel Name:Location:Fed From:EGL1ELEC RMEM SWBDConnected LoadCircuit Description0.002.160.000.000.0010.900.0013.0636.3100 kVA kVA kVA kVA kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%125%100%100%0%Calculated Load0.002.160.000.000.0010.900.0013.0636.3208Y/1203 Phase, 4 Wire100Ckt BrkrAmps20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/30/-- kVA kVA kVA kVA kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol1111111111111111113kVA0.500.500.500.500.500.500.500.500.500.540.500.000.000.000.000.000.000.000.000.000.001.PANEL SCHEDULESection:PHabcabcabcabcabcabcabcNotes:NEW PANEL.1kVA0.500.500.360.360.360.500.501.000.500.541.500.900.000.000.000.000.000.000.000.000.00ofCopper BusCkt BrkrAmps20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/---1Pol111111111111111111100% NeutralLIGHTING CONTROL PANELDAS PANELCOMMUNICATION CABINET #1COMMUNICATION CABINET #2COMMUNICATION CABINET #3DOOR OPERATOR - LEVEL 5DOOR OPERATOR - LEVEL 6DOOR OPERATOR - LEVEL 7DOOR OPERATOR - LEVEL 8RECEPTACLES - TELECOM ROOMFIRE/SMOKE DAMPERS - LEVEL 3 THRU 9 LOBBIESFIRE/SMOKE DAMPERS - LEVEL 3 EXHAUST PLENUMSPARESPARESPARESPARESPARESPARESPACESPACESPACEMfgr:Cat #Circuit DescriptionCktNo.24681012141618202224262830323436384042CktNo.1357911131517192123252729313335 Load Summary14LIGHT LEVEL 1 WESTLIGHT LEVEL 1 CORELIGHT LEVEL 2 WEST CORELIGHT LEVEL 2 WEST CORELIGHT LEVEL 3 WEST/W CORELIGHT LEVEL 3 EAST CORELIGHT LEVEL 3 EASTLIGHT LEVEL 2 EASTLIGHT LEVEL 2 EAST COREPANEL GHAPANEL GLPANEL EGH VIA ATS 14 EMERGENCYLightingReceptaclesAll MotorsLrgst MotorKitchenMiscellaneousNon-CoincidentTotal kAIC SymPanel Name:Location:Fed From:(E)GHMain ElecConnected LoadCircuit Description0.000.000.000.000.000.000.000.000.0400 kVA kVA kVA kVA kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%125%100%100%0%Calculated Load0.000.000.000.000.000.000.000.000.0480Y/2773 Phase, 4 Wire400Ckt BrkrAmps20/20/20/20/20/20/20/20/20/100/--50/--60/-- kVA kVA kVA kVA kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol111111111333kVA0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.001.PANEL SCHEDULESection:PHabcabcabcabcabcabcNotes:FOR REFERENCE.1kVA0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00ofCopper BusCkt BrkrAmps20/20/20/20/20/20/-20/20/20/20/80/--80/--1Pol111112111133100% NeutralPOLE LIGHT DRIVEWAYPOLE LIGHT EAST LOTLIGHT LEVEL 4 WEST/W CORELIGHT LEVEL 4 WEST/W CORELIGHT LEVEL 4 EASTPOLE LIGHT WEST LOTLIGHT LEVEL 5 WESTLIGHT LEVEL 5 EASTLIGHT LEVEL 5 SOUTHLIGHT LEVEL 6SPACEEAST ELEVETORWEST ELEVATORMfgr:Cat #Circuit DescriptionWestinghouseCktNo.24681012141618202224262830323436CktNo.1357911131517192123252729313335373941434547495153555759616365676971 Load Summary22GARAGE EXHAUST FAN - 1--GARAGE EXHAUST FAN - 2--GARAGE EXHAUST FAN - 3--UNIT HEATER - 1 (SPRINKLER ROOM)--SPARESPARESPAREGARAGE LIGHTING - LEVEL 3GARAGE LIGHTING - LEVEL 4GARAGE LIGHTING - LEVEL 5GARAGE LIGHTING - LEVEL 6GARAGE LIGHTING - LEVEL 7GARAGE LIGHTING - LEVEL 8HEAT TRACE - SPRINKLER / COMM ROOMSHEAT TRACE - SPRINKLER / COMM ROOMSGARAGE LIGHTING - EAST RAMPPANEL EGH1 VIA ATS--PUMP HWP-4--PUMP HWP-5--SPARE--LightingReceptaclesAll MotorsMiscellaneousTotal kAIC SymPanel Name:Location:Fed From:GH1ELEC.RMSWBDConnected LoadCircuit Description60.3544.64213.5085.09403.58485.4600 kVA kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%100%Calculated Load75.4427.32213.5085.09401.35482.7480Y/2773 Phase, 4 Wire600Ckt BrkrAmps70/--70/--70/--15/--20/20/20/20/20/20/20/20/20/20/20/20/225/--20/--20/--100/-- kVA kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol33331111111111113333kVA9.709.709.709.709.709.709.709.709.701.001.001.000.000.000.004.003.503.503.503.503.503.601.751.5019.1511.9110.853.103.103.103.103.103.100.000.000.001.2PANEL SCHEDULESection:PHabcabcabcabcabcabcabcabcabcabcabcabcNotes:NEW PANEL.COORDINATE EXACT BREAKER SIZE REQUIRED WITH ELEVATORSHOP DRAWING RECOMMENDATION.1kVA8.338.338.338.338.338.3310.0010.0010.0013.3013.3013.302.102.102.103.500.000.000.000.000.000.000.000.0032.3030.3232.111.161.161.160.000.000.000.000.000.00ofCopper BusCkt BrkrAmps60/--60/--60/--50/--20/--20/20/20/20/20/20/60/--150/--20/--225/--100/--1Pol3333311111133333100% NeutralPASSENGER ELEVATOR-1 (Note #2)--PASSENGER ELEVATOR-2 (Note #2)--SERVICE ELEVATOR-3 (Note #2)--ELEVATOR LOBBY HEAT PUMPSEWAGE EJECTOR PUMPGARAGE EXTERIOR LIGHTINGSPARESPARESPARESPARESPARESPD--PANEL GL1--PUMPS HWP-6 & HWP-7--SPARE--SPARE--Mfgr:Cat #Circuit DescriptionS.E. RatedCktNo.24681012141618202224262830323436384042444648505254565860626466687072Version 3.1.10CktNo.1357911131517192123252729313335373941434547495153555759616365676971737577 Load Summary10RECEPTACLE-LEVEL 4-WESTRECEPTACLE-LEVEL 4-EASTRECEPTACLE-LEVEL4-LOBBY/ELEC RM/STORAGERECEPTACLE-LEVEL 6-WESTRECEPTACLE-LEVEL 6-EASTRECEPTACLE-LEVEL 6-LOBBY/STORAGERECEPTACLE-LEVEL 8-WESTRECEPTACLE-LEVEL 8-EASTRECEPTACLE-LEVEL 8-LOBBY/STORAGERECEPTACLE-LEVEL 4 - EV CHARGER GL. H.5-RECEPTACLE-LEVEL 4 - EV CHARGER GL. I.5-RECEPTACLE-LEVEL 4 - EV CHARGER GL. J.5-RECEPTACLE-LEVEL 4 - EV CHARGER GL. K.5-COMP-1 (SPRINKLER ROOM)DDC PANEL (SPRINKLER ROOM)EF-1 (SPRINKLER ROOM)RECEPTACLE-LEVEL 3-ELEV MACH ROOMHEAT TRACE - SPRINKLER ROOM & RISERBOILER B-1BOILER B-2BOILER B-3HWP-1-RECEPTACLE-LEVEL 3-WEST, SPRINKLER ROOMRECEPTACLE-LEVEL 3-EASTRECEPTACLE-LEVEL3-LOBBY/ELEC RM/STORAGEIRRIGATION CONTROLLER-LEVEL 4 (STOR RM)HWP-2-HWP-3-EAST RAMP ENTRY GATESPARESPARESPARELightingReceptaclesMiscellaneousTotal kAIC SymPanel Name:Location:Fed From:GL1ELEC RMTR-R H1Connected LoadCircuit Description0.0042.4852.2494.72262.9250 kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%Calculated Load0.0026.2452.2478.48217.8208Y/1203 Phase, 4 Wire250Ckt BrkrAmps20/20/20/20/20/20/20/20/20/40/-40/-40/-40/-20/20/20/20/20/20/20/20/20/-20/20/20/15/20/-20/-30/20/20/20/ kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol11111111122221111111121111221111kVA0.900.360.541.080.360.361.080.360.363.603.603.603.603.603.603.603.600.450.240.450.180.400.800.800.800.700.701.080.540.720.500.700.700.700.702.400.000.000.001.PANEL SCHEDULESection:PHabcabcabcabcabcabcabcabcabcabcabcabcabcNotes:NEW PANEL.1kVA1.080.720.360.720.540.720.900.540.543.603.603.603.603.603.603.603.601.901.901.901.900.500.500.500.502.032.030.000.000.000.000.000.000.000.002.400.000.000.00ofCopper BusCkt BrkrAmps20/20/20/20/20/20/20/20/20/40/-40/-40/-40/-20/-20/-20/20/20/20/20/-30/--20/20/20/20/20/30/20/20/20/1Pol111111111222222111123111111111100% NeutralRECEPTACLE-LEVEL 5-WESTRECEPTACLE-LEVEL 5-EASTRECEPTACLE-LEVEL 5-LOBBY/STORAGERECEPTACLE-LEVEL 7-WESTRECEPTACLE-LEVEL 7-EASTRECEPTACLE-LEVEL 7-LOBBY/STORAGERECEPTACLE-LEVEL 9-WESTRECEPTACLE-LEVEL 9-EASTELEVATOR MACHINE ROOMRECEPTACLE-LEVEL 4 - EV CHARGER GL. H.5-RECEPTACLE-LEVEL 4 - EV CHARGER GL. I.5-RECEPTACLE-LEVEL 4 - EV CHARGER GL. J.5-RECEPTACLE-LEVEL 4 - EV CHARGER GL. K.5-AC-1 & CU-1 (ELEVATOR MACHINE ROOM)-AC-2 & CU-2 (ELECTRICAL ROOM)-SUMP PUMP#1 (ELEV PIT)SUMP PUMP#2 (ELEV PIT)SUMP PUMP#3 (ELEV PIT)GEF CONTROL PANEL (GEF-1 ROOM)AC-3 & CU-3 (TELECOM ROOM)-SPD--SPARESPARESPARESPARESPAREEAST RAMP EXIT GATESPARESPARESPAREMfgr:Cat #Circuit DescriptionCktNo.24681012141618202224262830323436384042444648505254565860626466687072747678CktNo.1357911131517192123252729313335373941 Load Summary10EXISTING CIRCUITEXISTING CIRCUITEF-1 AND EF-2SIGN UNDER SKYBRIDGEREC - WESTREC - EXTREC - EXTREC - COREREC - COREREC - COREREC - EAST & NORTHREC - EAST WALLREC - EAST WALLREC - MIXERREC - CCTV BK BDSPARESPARE-SPACESPACESPACELightingReceptaclesAll MotorsLrgst MotorKitchenMiscellaneousNon-CoincidentTotal kAIC SymPanel Name:Location:Fed From:(E)GLELEC RMGHConnected LoadCircuit Description0.000.000.000.000.000.000.000.000.0100 kVA kVA kVA kVA kVA kVA kVA kVAAmpsAmp Main Circuit BreakerFactor125%50%>10kVA100%125%100%100%0%Calculated Load0.000.000.000.000.000.000.000.000.0208Y/1203 Phase, 4 Wire100Ckt BrkrAmps20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/20/40/- kVA kVA kVA kVA kVA kVA kVAkVAAmps Volt Surface Mounted PanelboardAmp Bus CapacityPol11111111111111112kVA0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.001.PANEL SCHEDULESection:PHabcabcabcabcabcabcabcNotes:FOR REFERENCE.1kVA0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00ofCopper BusCkt BrkrAmps20/20/20/20/20/30/-20/20/20/20/20/20/20/40/-1Pol11111211111112100% NeutralSPAREEXISTING CIRCUITEXISTING CIRCUITEXISTING CIRCUITEXISTING CIRCUITEXISTING CIRCUIT-SUMP PUMP SP-1DUPLEX 1/3HPSPARESTORAGE (GEN) BLOCK HEATERSTORAGE (LIFT) BLOCK HEATERSPARESPACESPACESPARESPARE-SPACESPACESPACEMfgr:Cat #Circuit DescriptionCktNo.24681012141618202224262830323436384042223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:ISSUEMARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12342/24/2017 11:09:32 AMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 12" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E6.01PANELSCHEDULES1 11/4/2016 ADDENDUM #22 1/13/2017 CP#14 2/24/2017 CP#34 Communications System / Responsibility MatrixDESCRIPTIONContractor OthersVendor (Kenny James @ Evergreen Tech.)POWERXCABLE TRAY, J-HOOKS AND RACKS IN COMM / ITROOMXROUGH-IN (BOXES, CONDUIT)XFURNISH CABLEXINSTALL CABLEXFURNISH EQUIPMENTXINSTALL EQUIPMENTXTEST/COMMISSIONXAccess Control / Video Surveillance Responsibility MatrixDESCRIPTIONContractor OthersVendor (Bill Wright @ Entrance Controls)POWERXROUGH-IN (BOXES & CONDUIT)XDOOR HARDWAREOther hardware.Electric Strikes, REXFURNISH CABLEXINSTALL CABLEXCABLE FROM DOOR CONTROL PANEL TO NETWORKPATCH PANELEvergreen TechFURNISH EQUIPMENTNetwork EquipmentXINSTALL EQUIPMENTXTEST/COMMISSIONXFire Alarm System Responsibility MatrixDESCRIPTIONContractor OthersVendor Larry O’Neil @ Siemens)POWERXROUGH-IN (BOXES & CONDUIT)XFURNISH CABLEXINSTALL CABLEFINAL FIRE ALARM PANEL TERMINATIONSFURNISH EQUIPMENTXINSTALL EQUIPMENTXTEST/COMMISSIONXCode Blue System Responsibility MatrixDESCRIPTIONContractor OthersVendor Larry O’Neil @ Siemens)POWERXXFULL ROUGH-IN (BOXES & CONDUIT)XFURNISH CABLEXINSTALL CABLE (CAT 5e / Fiber Cable)XFINAL CABLE TERMINATIONSFURNISH EQUIPMENTXINSTALL EQUIPMENTXTEST/COMMISSIONX223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:ISSUEMARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123411/2/2016 12:22:27 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 12" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E6.02LVRESPONSIBILITYMATRIX1 11/4/2016 ADDENDUM #211111 EQUIPMENT ELECTRICAL SCHEDULE FAN FAN FAN COIL COIL TOTAL TOTAL TOTAL TOTAL DISCONNECT SWITCH EQUIPMENT LOCATION MOTOR MOTOR MOTOR HEATER HEATER KWATT MCA FLA MCOP VOLTS PH POWER WIRE CONDUIT SIZE FUSE MOTOR RATED REMARKS ID HP MCA KWATT KWATT FLA AMP PANEL INCHES AMPS AMPS SWITCH (AMPS) AC UNIT SPLIT SYSTEMS AC-1 ELEV MACH RM 1.00 208 1 GL1 2#12, 1 #12 EGC 1/2"20 (4) CU-1 ROOF 18.30 20.00 208 1 GL1 2#12, 1 #12 EGC 1/2" 30 (1) (1)(4) (5) (7) AC-2 ELECT RM 1.00 208 1 GL1 2#12, 1 #12 EGC 1/2"20 (4) CU-2 ROOF 9.50 15.00 208 1 GL1 2#12, 1 #12 EGC 1/2" 30 (1) (1)(4) (5) AC-3 COMM RM 1.00 208 1 GL1 2#12, 1 #12 EGC 1/2"20 (4) CU-3 EXTERIOR 19.50 20.00 208 1 GL1 2#12, 1 #12 EGC 1/2" 30 (1) (1)(4) (5) TRACE-1 COMM RM 0.10 1.00 1.00 120 1 GL1 2#12, 1 #12 EGC 1/2" 20 - - AIR COMPRESSOR COMP-1 SPRINKLER RM 2 3.40 15.00 120 1 GL1 2#12, 1 #12 EGC 3/4" 30 (1) (1) BOILERS AND PUMPS B-1 THRU B-3 BOILER ROOM 6.3 each 20.00 120 1 GL1 2#12, 1 #12 EGC 3/4" 20 (1) (1) HWP-1 THRU HWP-3 BOILER ROOM 1 6.7 each 15.00 208 1 GL1 2#12, 1 #12 EGC 3/4" 20 (1) (1)(3) HWP-4 & HWP-5 BOILER ROOM 7.5 11 each 20.00 480 3 GH1 3#12, 1 #12 EGC 3/4" 20 (1) (1)(3) HWP6 & HWP-7 MANIFOLD ROOM 1 2.1 each 15.00 480 3 GH1 3#10, 1 #10 EGC 3/4" 20 (1) (1)(3) DDC PANEL DDC-1 SPRINKLER RM 5.0 15.00 120 1 GL1 2#12, 1 #12 EGC 1/2"- - - DOOR OPERATORS DOOR-1 - 8 ELEVATOR LOBBIES 15.0 20.00 120 1 EGL1 2#12, 1 #12 EGC 1/2"- - - ELEVATORS ELEV-1 ELEV MACH RM 30.00 40.00 480 3 GH1 3#6, 1 #10 EGC 1"60 (1) (1)(5) (6) ELEV-2 ELEV MACH RM 30.00 40.00 480 3 GH1 3#6, 1 #10 EGC 1"60 (1) (1)(5) (6) ELEV-3 ELEV MACH RM 30.00 40.00 480 3 GH1 3#6, 1 #10 EGC 1"60 (1) (1)(5) (6) SUMP-1 ELEV PIT 1.00 2.10 120 1 3 GL1 3#12, 1 #12 EGC 3/4" 30 (1) (1)(5) SUMP-2 ELEV PIT 1.00 2.10 120 1 3 GL1 3#12, 1 #12 EGC 3/4" 30 (1) (1)(5) SUMP-3 ELEV PIT 1.00 2.10 120 1 3 GL1 3#12, 1 #12 EGC 3/4" 30 (1) (1)(5) EXHAUST FANS EF-1 SPRINKLER RM 1/10 3.5 3.5 15.00 120 1 GL1 2#12, 1 #12 EGC 1/2" 20 (1) (1) EF-2 SIDEWALL LVL 9 1/2 9.8 9.8 15.00 120 1 GL1 2#12, 1 #12 EGC 1/2" 20 (1) (1) GEF-1 LEVEL 5 FAN RM #1 25 35.0 35.0 70.00 480 3 GH1 3 #4, 1 #8 EGC 1"100 (1) (1)(3) GEF-2 LEVEL 5 FAN RM #2 25 35.0 35.0 70.00 480 3 GH1 3 #4, 1 #8 EGC 1"100 (1) (1)(3) GEF-3 LEVEL 5 FAN RM #3 25 35.0 35.0 70.00 480 3 GH1 3 #4, 1 #8 EGC 1"100 (1) (1)(3) CONTROL PANEL LEVEL 5 FAN RM #1 1.0 15.00 120 1 GL1 2#12, 1 #12 EGC 1/2"- - - FIRE/SMOKE DAMPERS FSD LOBBIES / GARAGE EXHAUST PLENUM DUCT 1 A / FSD 120 1 EGL1 2#12, 1 #12 EGC 1/2" 20 (1) (1) FOUNDATION SUMP PUMP SUMP-4 FOUNDATION NE 1.00 2.1 120.00 1 1 GL1 3#12, 1 #12 EGC 3/4" 30 (1) (1)(5) HEAT PUMPS HP-1 ROOF 48.0 50.00 480 3 GH1 3 #6, 1 #8 EGC 1"100 (1) (1)(5) IRRIGATION CONTROLLER PANEL IRIG. CTRL PNL LEVEL 4 STOR. RM 1.5 15.00 120 1 GL1 2#12, 1 #12 EGC 1/2"- - - SEWAGE EJECTOR PUMPS SEP-1 SPRINKLER ROOM 10.00 14.00 25.00 480 3 GH1 3#10, 1 #10 EGC 3/4" 30 (1) (1)(5) UNIT HEATERS UH-1 SPRINKLER ROOM 1/100 3.00 4.50 15.00 480 3 GH1 3#12, 1 #12 EGC 3/4" 30 (1) (1) NOTES: (1)PROVIDE FUSES, MOTOR DISCONNECT SWITCH TO MOTORS/HEATERS & COORDINATE WIRING REQUIREMENT PER MANUFACTURERS REQUIREMENT. (2)MULTIPLE MOTORS FOR RETURN, EXHAUST, SUPPLY FANS, INCLUSIVE IN THE TOTAL MCA. (3)PROVIDE RACEWAY, CONDUCTORS AND CONNECTIONS FOR VFD'S AND FILTERS (PROVIDED BY MECHANICAL). (4)PROVIDE RACEWAY, CONDUCTORS AND CONNECTIONS FOR POWER & CONTROL BETWEEN INDOOR AND OUTDOOR UNITS. (5)PROVIDE NEMA 3R ENCLOSURE AND RACEWAY FOR OUTDOOR LOCATION. (6)PROVIDE ALL-IN-ONE ELEVATOR POWER MODULE DISCONNECT SWITCH, RACEWAY, CONDUCTORS AND CONNECTIONS. (7)PROVIDE RACEWAY, CONDUCTORS AND CONNECTIONS FOR POWER & CONTROL BETWEEN INDOOR AND OUTDOOR UNIT (LEVEL 4 TEMP. LOCATION). PROVIDE NEMA 3R ENCLOSURE AND RACEWAY FOR OUTDOOR LOCATION. 3 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 FAX 206 621 2314 PROJ. NO.: DATE: ISSUE MARK DATE DESCRIPTION PROJECT TEAM CIVIL AND LANDSCAPE: STRUCTURAL ENGINEER: MECHANICAL AND PLUMBING: ELECTRICAL ENGINEER: SCALE:COPYRIGHT © 2016 - NBBJ SHEET TITLE SHEET NUMBER DWGS PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36" D C B A 1 2 3 4 D C B A 1 2 3 4 2/21/2017 1:12:42 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 12" = 1'-0" 101760.00 10/12/16 NORTH GARAGE EXPANSION CONSTRUCTION DOCUMENTS BARGHAUSEN 18215 72ND AVE S KENT, WA 98032 PCS STRUCTURAL SOLUTIONS 811 FIRST AVE, STE 620 SEATTLE, WA 98104 MAZETTI 19203 36TH AVE W, STE 200 LYNNWOOD, WA 98036 WOOD HARBINGER 3009 112 AVE NE, STE 100 BELLEVUE, WA 98004 E6.03 EQUIPMENT SCHEDULE 1 11/4/2016 ADDENDUM #2 2 1/13/2017 CP#1 3 2/20/2017 CP#4 GHIJ4L10GH1/47L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L104E7.03SHEET E7.01SHEET E4.06L10L10HWP-6(LOCATED INMANIFOLD ROOMBELOW)EXIT GATEEXIT LOOPENTRYLOOPEXIT LOOPCARDREADERENTRYLOOPENTRYGATEPOWER HANDHOLECOMMUNICATIONHANDHOLE124354L10+10'223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:ISSUEMARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12342/24/2017 11:09:33 AMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E7.01EAST RAMP 1/8" = 1'-0"1EAST RAMP PLAN1/8"=1'-0"20 4feet8 16 24GENERAL NOTES:1. ALL BACKBOXES AND RACEWAY SHALL BE HIDDEN IN GARAGE WALLS AND CEILING.1 11/4/2016 ADDENDUM #22 1/13/2017 CP#14 2/24/2017 CP#3SHEET NOTES:17" X 30" X 24"D HEAVY DUTY POLYMER CONCRETE PULLING HANDHOLE WITH SKIDRESISTANT COVER AND STAINLESS STEEL TAMPERPROOF COVER BOLTS FORPOWER. PROVIDE A 2"C (RGS) WITH (4) #8 & #8G (CIRCUITS GL1/71 & GL1/72)UNDERGROUND BETWEEN HANDHOLE AND PANEL GL1. PROVIDE A 1"C (RGS) WITH(2) #8 & #8G (DEDICATED 120V, 30A CIRCUIT) UNDERGROUND BETWEEN HANDHOLEAND EACH GATE. VERIFY EXACT RECOMENDED OVERCURRENT PROTECTION DEVICESIZE WITH GATE MANUFACTURER AND SIZE CIRCUIT BREAKERS GL1/71 & GL1/72 INPANEL GL1 ACCORDINGLY. PROVIDE GFI DUPLEX RECEPTACLE IN ENTRY GATE FORFIBER OPTIC TO COPPER CONVERTER POWER.17" X 30" X 24"D HEAVY DUTY POLYMER CONCRETE PULLING HANDHOLE WITH SKIDRESISTANT COVER AND STAINLESS STEEL TAMPERPROOF COVER BOLTS FORCOMMUNICATIONS. PROVIDE A 2"C (RGS) UNDERGROUND BETWEEN HANDHOLE ANDLEVEL 3 TELECOM ROOM. PROVIDE A 1"C (RGS) UNDERGROUND BETWEENHANDHOLE AND EACH GATE. PROVIDE 12-STRAND OSP OM3 MULTI-MODE FIBEROPTIC CABLE WITH DUPLEX LC-CONNECTORS FROM TELECOM ROOM FIBER OPTICPATCH PANEL AND ENTRY GATE. PROVIDE MM FIBER OPTIC TO CAT 5E COPPERCONVERTER IN ENTRY GATE AND CAT 5E PATCH CABLE TO ENTRY GATECONTROLLER FOR REMOTE COMMUNICATIONS.PROVIDE A 1"C (RGS) WITH (2) #8 & #8G (CIRCUIT GL1/71) UNDERGROUND BETWEENENTRY GATE AND CARD READER FOR POWER. PROVIDE A 1"C (RGS) UNDERGROUNDBETWEEN ENTRY GATE AND CARD READER, FOR COMMUNICATION CABLINGPROVIDED BY GATE CONTRACTOR.PROVIDE A 3/4"C (RGS) UNDERGROUND BETWEEN ENTRY GATE AND EACH ENTRYLOOP, FOR DETECTION WIRES PROVIDED BY GATE CONTRACTOR.PROVIDE A 3/4"C (RGS) UNDERGROUND BETWEEN EXIT GATE AND EACH EXIT LOOP,FOR DETECTION WIRES PROVIDED BY GATE CONTRACTOR.12345 WP,GWP,GWP,GGHIJKLM1L10L10GH1/45SHEET E7.02SHEET E4.06L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L10L104E7.03(LOCATED INMANIFOLD ROOMBELOW)HWP-72223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:ISSUEMARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12341/12/2017 11:30:26 AMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvt 1/8" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E7.02WEST RAMP 1/8" = 1'-0"1WEST RAMP PLAN1/8"=1'-0"20 4feet8 16 24GENERAL NOTES:1. ALL BACKBOXES ANDRACEWAY SHALL BE HIDDEN INGARAGE WALLS AND CEILING.1 11/4/2016 ADDENDUM #22 1/13/2017 CP#1 T30KVA TR-RRELAY PANELLIGHTING CONTROLPANEL GLATS-PGPANEL GHPANEL EGLTELEPHONETERM BOARDPANEL GHAELECTRICAL ROOMFA PANELSECURITY PANELA3.74PANEL EGL1PANEL GL1TLIGHTINGCONTROLCABINET30KVATRANSFORMERAC-2TATSFACP-NACSPANEL EGH1PANEL GH175KVATRANSFORMERTRANSFER SWITCHCU-2ROOF-(FINALLOCATION)GROUND BAR1.31FRONT123EGL1/6,8,10EGL1/6,8,10DAS PANELSECURITY PANELLADDER TRAYTELECOM RACK (TYP)GROUND BARCU-3AC-3HOUSEKEEPING PAD20' - 8"2' - 9"RECESSED JUNCTION BOXL10 TYPE LIGHT FIXTURE.REFER TO SPECIFICATIONFOR MODEL NUMBER.2' - 5 1/4"20"(VFY)223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:MARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA12341/12/2017 12:10:18 PMC:\Users\mwoo\Documents\WH_15026.27_CENTRAL_R16_mwoo.rvtAs indicated101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E7.03ENLARGED PLANSAND DETAILS 1/4" = 1'-0"1LEVEL 3 OVERALL POWER - 1/4" ELECTRICAL ROOM 1/4" = 1'-0"3EXISTING GARAGE - 1/4" ELECTRICAL ROOM 1/4" = 1'-0"2LEVEL 3 OVERALL POWER - 1/4" TELECOM ROOM 1" = 1'-0"4LIGHT FIXTURE ON THE RAMP1/8"=1'-0"20 4feet8 16 24feet1/4"=1'-0"12841 202 1/13/2017 CP#1 SCALE:SCALE:SCALE:SCALE:SCALE:SCALE:GROUND BAR CONECTION DETAIL2NONETYPICAL CODE BLUE WALL PHONE OUTLET DETAIL6NONEDUCTBANK DETAIL1NONETYPICAL WALL PLATE LABELING51"=1"PARKING GARAGE LUMINAIRE AND POLE BASE DETAIL4NONEEPC-1-D TYPICAL WIRING DIAGRAM3NONE2CA-2THE DIMENSIONS SHOWN ARE TYPICALNOTE:4"(TYP)3"(TYP)12"36"(2) 4" PVC (NORMAL POWER)WARNING TAPE (PWR)RED METALLICFINISHED GRADESTAINLESS STEEL NON-MAGNETIC TYPE 3023.1.HOSPITAL GRADE RECEPTACLE - IVORY.NOTE 3NOTE 2NOTE 12. ENGRAVED 3/16-INCH HIGH BLACK LETTERS,INDICATING PANELBOARD AND CIRCUIT FORDEVICE ON NORMAL POWER.NOTES:WALL PLATE.GROUT UNDER BASE AFTERRIGID STEEL CONDUIT, SIZEAS INDICATED ON DWGS (TYP)SCHEDULE 40 PVC, SIZE ASEQUAL BY KIM, MCGRAW-EDISON,FINISH. STERNER OR APPROVEDRTA 13-B. BRUSHED SATIN15' TALL ROUND TAPERED ALUMINUM POLE24" DIAMANUFACTURERADAPTOR (TYP)ANCHOR BOLTS-PERCONCRETE COLUMNINDICATED ON DWGS (TYP)SEE PLAN FOR REQUIREDADDITIONAL LUMINAIREWITH 5A FUSEHANDHOLETROWEL FINISH TOPFULL BASE COVERFUSEHOLDER - 30A,600V WP BUSSMAN HEB15'-0"24"POLE IS PLUMBFINISHED GARAGE FLOORDOUBLE NUTGROUND LUGGARDCO.APPROX25"∅1'-0"(MIN)(2)4" FOR TELECOMSOLID COPPER COMPRESSION TYPE LUGSSECURED WITH (2) 3/8" STAINLESS STEELBOLTS, NUTS. BELLEVILLE WASHERS ANDONE FLATWASHER ON EACH SIDE; TYPICAL.ERICO MODEL EGBA14424CC COPPERBAR4-11/16" SQUARE SINGLE GANG MUDRING4-11/16" SQUARE BY 2-1/8" BOX3/4" CONDUIT TO BACK TO COMMUNICATION RACK1 CAT 6 JACK, COVERPLATE AND CABLE (BY OTHERS)NOTES:1. PROVIDE DEDICATED 3/4" CONDUIT BACK TO COMMUNICATION RACKFOR EACH OUTLET LOCATION.(1) 4" PVC (EMERGENCY POWER)TO ELECTRICAL SERVICE GROUND2700 V. INSULATORS1-5/8" STEELPROVIDE 6" OFCHANNEL, TYPICAL223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314223 YALE AVENUE NORTHSEATTLE, WASHINGTON 98109PHONE 206 223 5555FAX 206 621 2314PROJ. NO.:DATE:ISSUEMARK DATE DESCRIPTIONPROJECT TEAMCIVIL AND LANDSCAPE:STRUCTURAL ENGINEER:MECHANICAL AND PLUMBING:ELECTRICAL ENGINEER:SCALE:COPYRIGHT© 2016 - NBBJSHEET TITLESHEET NUMBERDWGS PREPARED ON AN ORIGINAL SHEETSIZE OF 24" X 36"DCBA1234DCBA123410/7/2016 3:39:55 PMC:\Users\obay\Documents\WH_15026.27_CENTRAL_R16_obay.rvt 12" = 1'-0"101760.0010/12/16NORTHGARAGEEXPANSIONCONSTRUCTIONDOCUMENTSBARGHAUSEN18215 72ND AVE SKENT, WA 98032PCS STRUCTURAL SOLUTIONS811 FIRST AVE, STE 620SEATTLE, WA 98104MAZETTI19203 36TH AVE W, STE 200LYNNWOOD, WA 98036WOOD HARBINGER3009 112 AVE NE, STE 100BELLEVUE, WA 98004E7.04ELECTRICALDETAILS