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TIS 2026-04-27 Item 1H - Contract - Police Large Evidence Storage Relocation with Mike Werlech Construction
City of Tukwila Thomas McLeod, Mayor Marty Wine, City Administrator AGENDA BILL ITEM NO. 1.H. Agenda Item Sponsor Legislative History Recommended Motion Police Large Evidence Storage Relocation Shawn Christie, Fleet & Facilities Operations Manager Public Works Department April 27, 2026 Transportation & Infrastructure Services Committee May 4, 2026 Regular Meeting Consent Agenda ❑ Discussion Only © Action Requested MOVE TO authorize mayor to execute a construction contract for the PD Evidence Storage at Fleet & Facilities to the lowest responsible bidder, Mike Werlech Construction, Inc. EXECUTIVE SUMMARY The construction of a new Large Evidence Storage facility is on the critical path for the disposition of Old Fire Station 51. Currently, Tukwila Police Department (PD) is utilizing Old Fire Station 51 engine bays as an interim storage facility for evidence too large to store at the Justice Center. The property sale is scheduled to close escrow in July of 2026. This project facilitates the relocation of PD large evidence storage operation into a permanent location, and expands storage capacity by 1,800 sq ft. Staff is requesting this item be forwarded to the May 4th Regular Meeting Consent Agenda. DISCUSSION The PD Large Evidence Storage project was advertised for bid in April 2026, utilizing the MRSC Small Works Roster. Four bids were received and opened on April 08, 2026. The engineer's estimate for the construction work was $250,000 - $350,000. Staff and the City's consultant, Miller Hayashi Architects PLLC, have reviewed the bids for accuracy and responsiveness. Mike Werlech Construction, Inc. submitted the lowest responsive bid for $332,956 (plus contingency), which is within the engineer's estimated pre-tax cost range. FINANCIAL IMPACT Disclaimer: Final terms and scope of work subject to review by he City Attorney © Expenditure - Budgeted ❑ Expenditure - Unbudgeted ❑ Expenditure - Grant -Funded ❑ Revenue — One -Time (e.g. asset sale, surplus equipment) ❑ Revenue - Ongoing Expenditures: Fund Source: $332,956.00 $33,295.60 (Contingency) $500,000 (General Fund Budget) $366,251.60 Total Contractor (if applicable) Mike Werlech Construction, Inc. Scope of Work This project is to construct a secure evidence storage area within the existing PW Fleet & Facilities facility. Amount $366,251.60 Duration May 5 — June 15, 2026 194 Additional Comments: ATTACHMENTS Bid Tabulation Mike Werlech Construction, Inc. Bid Package https://tukwilawa.sharepoint.com/sites/clerksintranet/Council Agenda Items/04-27 TIS Committee/8. Police Evidence Storage/Agenda Bill Info Memo Police Large Evidence Storage.docx 195 TUKWILA POLICE DEPARTMENT VEHICLE SECTION 00 41 10 EVIDENCE STORAGE TENANT IMPROVEMENT BID PROPOSAL BID PROPOSAL Bidder Name MIKE WERLECH CONSTRUCTION, INC. Date APRIL 3, 2026 To the Honorable Mayor and Council City of Tukwila Tukwila, Washington 98168 Pursuant to and in compliance with your Call for Bids and Bid Documents for construction of Tukwila Police Vehicle Evidence Storage Tenant Improvements, the undersigned (Bidder) hereby certifies that Bidder has carefully examined the Bid Documents as well as the premises and conditions affecting the Work, and thoroughly understands the nature of said Work, and hereby proposes to undertake and complete all Work embraced in this improvement in accordance with the Contract Documents and at the following schedule of rates and prices. The Bidder understands that the quantities mentioned herein are approximate only and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased in accordance with the Contract Documents. The Bidder agrees to hold the prices below for 90 calendar days after the day of Bid Opening. As evidence of good faith, (check one) 50 bid bond or 0 cashiers check, or 0 certified check made payable to the City of Tukwila, equal to five percent (5%) of the Total Bid Price including sales tax, and all listed additives and alternates is attached hereto. Bidder understands that, should this offer be accepted by Contracting Agency within 45 calendar days after the day of Bid Opening, or by a mutually agreed on later date, and the Bidder fails or refuses to enter into an Agreement and furnish the required performance and payment bonds and required insurance within 20 calendar days after Notice of Award, the Contract shall be null and void and the Bid Deposit or Bond accompanying this Proposal shall be forfeited and become the property of the City of Tukwila as liquidated damages, all as provided for in the Contract Documents. Bidder hereby agrees to complete the Physical Work in all respects within the number of working days specified in Division 00 10 40 — Schedule, Time of Completion and Liquidated Damages. If the Contract is awarded to the Bidder within 90 calendar days of the time set for the opening of bids, the Bidder agrees to execute a contract for the above Work as bid, in the form of the Agreement bound in these Contract Provisions, and to provide surety bond(s) as required, using the form(s) bound in these Contract Provisions. WA State Contractors Registration No. MIKEWCI044LL and Expiration Date 7/12/27 UBI No. 601 713 640 Industrial Insurance Account No. 915,639-00 9 Employment Security Department No. 000-702255-00-4 State Excise Tax Registration No. 601 713 640 DUNs No. 961380649 BID SET — 3/5/26 00 41 10-1 196 TUKWILA POLICE DEPARTMENT VEHICLE EVIDENCE STORAGE TENANT IMPROVEMENT SECTION 09 41 10 BID PROPOSAL Tukwila Police Evidence Storage Tenant Improvements SCHEDULE A Show prices in figures only (ink or typed). Show cents to 2 decimal points. Where conflict occurs between the unit price and the total amount specified for any item, the Unit Price shall prevail, and totals shall be corrected to conform thereto. If any Unit Price is left blank, it will be considered no charge for that bid item, regardless of what has been pia Z•4 in the Amount column. Item No. Spec. Sec. # Item Description Unit Estimated Quantity Unit Price Amount 1.0 Varies Base Bid GMP 1.1 260533 Alternate 1 — Security Camera Pathway from MDF Room LS 1.2 265119 Alternate 2 —Additional Lighting System Modifications LS Subtotal Schedule A $ Sales Tax 10.3% $ TOTAL BID PRICE $ Building Upgrades (A-1) — This lump sum bid item covers all costs to complete the work shown in the contract plans and specifications, including but not limited to the following: selective demolition, electrical runs & fixtures, doors, wall partitions, ceilings & chain link barriers as indicated on the plans. All physical work shall be completed in the time specified in Section 00 10 40 BID SET 3/5/26 00 41 10-2 197 Phone No. 206-380-8018 TUKVVILA POLICE DEPARTMENT VEHICLE EVIDENCE STORAGE TENANT IMPROVEMENT SECTION 00 41 10 BID PROPOSAL BID PROPOSAL SIGNATURE PAGE PROJECT: Tukwila Police Evidence Storage Tenant Improvements By signing below, Bidder acknowledges receipt and understanding of the following Addenda to the Bid Documents: Addendum No. Date of Receipt Addendum No. Date of Receipt NOTE: Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid Proposal, and Contracting Agency reserves the right to determine whether the bid will be disqualified. By signing below, Bidder certifies that: 1. Bidder has reviewed the insurance provisions of the Bid Documents and will provide the required coverage. 2. Bidder expressly agrees to all provisions including all indemnity provisions and Title 51 waiver of immunity for workplace injuries contained in the Supplementary Conditions 00 73 00 — 1 14. It is understood that Contracting Agency may accept or reject all bids. Bidder Mike Werlech Construction Inc. Signature of Authorized Official Printed Name & Title Mike Werle e dent Physical Address of Office in WA 1701 SW 112th St., Burien, WA 98146 Date Lt ?) This address and phone number is the one to which all communications regarding this proposal will be sent. Circle One: Individual / Partnership / Joint Venture Co • oration State of Incorporation, or if not a corporation, where business entity was formed: Washington If a co -partnership, give firm name under which business is transacted; proposal must be executed by a partner. If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). BID SET — 3/5/26 00 41 10-3 198 TUKWILA POLICE DEPARTMENT VEHICLE SECTION 00 41 40 EVIDENCE STORAGE TENANT IMPROVEMENT NON -COLLUSION AND DEBARMENT AFFIDAVIT NON -COLLUSION AFFIDAVIT STATE OF WASHINGTON ) ) ss. COUNTY OF KING The undersigned, being first duly swom, on oath states that the person, firm, association, partnership, joint venture, or corporation named in the Bid Proposal has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the City of Tukwila project named Tukwila Police Department Vehicle Evidence Storage Tenant Improvement. Mi uction, Ir e of Firm Signature of Authorized Official Mike Werlech - President 20 Signed and swom to before me on this Day of Signature of Notary Public in and for the State of Washington My appointment expires: SEAL 1 Title LT : Nor • = 0 .... rirk. gr- • = • = • op/ A), No • = • `4 IC • ma. • • ,-; •• ... •••• • 4.., .011111111/40, 001,,1 SIM% c Ai . • kiwi, Pie • `$* % . tointni. • • % BID SET — 3/5/26 00 41 40-1 199 Abbreviations A AND GAME GM...MIRED R RADIUS L ANGLE GAUGE REF REFER, REFERENCE GEE NENE., RGP PERMCTED CEP!. PLAN C CREENNEL GC GENERAL CONTRACTOR REFR REFRIGERATOR NUMBER el. GLASS RENE REINFORCE RE:WOKEN GNI GLASS MOSMG TILE REOD REOURED AFF ABOVE FINISH FLOOR GAS U. 6 SCREW RP RESIN PANE_ APO ACOUSTIC MEL CEP!. GL GUMMI REV REVISION AC ACOUSTICAL GB GRAB BAR ROON DRAIN PCT ACOUSTICAL CEITING GL GRID LINE RM ROOM AEON MARMON, ADDITIONAL GYP GTEMEN ROUGH OPENING AD.! .PDARCENT MAM GYPSUM BOARD RB RUPBER BARE ADJ ADJUSTABLE GS GYPSUM SHEATHING NAMB AIR ANN WEATHER RESISTIVE BARRIER SCHED SCHEDULE AITIM ALUMINUM HOERR HARDWARE SAW SELEMENIERED FLEXIBLE ELASHNG oTSF ALUMINUM STOREFRONT WED HOROWDOD SAM SELMADMERED MEMBRANE AB ANCHOR BOLT MENAI HAZARDOUS MATERMIM SHIM SHEATHING ANON morna RAC HEMPEL, VENINATION. CONDMONING SEIT SHEET ME ARCHITECT OR ENGEM. HT HEM, MM SAM. ARCH ARCHITECT ARCNITECTURAL ti NIGH SOG RAB ON GRADE AIM AMTHORITE PEAT. MRISOICTION NI HIGH SO SMOKE DETNNTON NM HOLLOW METAL SSF SOLO SURFACING BFF BELOW FINISH FLOOR NO. PORIZONTAI. SPEC SPECIFICATIM SPECIFIED EWE I-MAMATER PEPTER BLEG BLOCKING NA HOER SQ SOUARE BS BOTH SIDES SP SQUARE PEET 50 EOTTOM OP N STN STAIN BPS BOTTOM OF STRUCTURE NCL INCLUDE. WELDING SSTL STEMLESS STEEL BMU BRICK MASONRY UNIT INMDE DIAMETER STL STEM BLDG REHM. NSIEL INSULATEANSULATION STOR STORAGE BUR BUNT., ROOF NT INTERIOR STRUCT STRUCTURAL BAR REINFORCING EAR SUER SUSPENDED T TONT STISRENNED METAL. CEILING CPT CARPET CIP CAST -IN -PLACE KO KNOCK OUT TM' TEACH. WALL CAG CRAG TEL TEEEPHONE CH CEILING NEIGET ENV LAMINATE. LAMINATED TEMP TEMPERED C7 CENTER TEMP TEMPORARY CI. CEN-MRITNE THERMOSTAT CT CERAMIC TITE , LIONT VATENCE TR THICK CTEAR UNCEAUFE TAG TONGUE 6 GROOVE CR COO ROIREP UNE LATEED EMPLIED FLASHING COL COLUMN TL LIVE LOAD TOS TOP PE STRUCTURE CONC CONCRETE P LOCK TOW TOP GRAMM CAM CONCRETE MANCE., UNIT T LONG TS TUBE STEEL CONST CONSTRUCTION L LOW MVP TEMA_ CONT CONMIAJOUS CONTRACTOR !ENO UNLESS NOTED OTHERWISE • CONTROL JOINT MER MAMMACTERER CO CORNER CMARD MAS MASONRY VP VAPOR BARRIER CORR CORRIDOR .0 MASONRY OPEMNG VENEER PLASTER MATE ARTERIAL V VERIFY DEADLOAD MAX .MIUNI MF VERIFY FIEND MEM DEPARTMENT MEM OFCAANMAL VERT., • DIAMETER MEMB .MBRANE VEST VESTIBULE 0.1 DIMENSION AN-L OFFAL `MT EPPEL COMPOSITION TEM . RIMENSION PONT OFTAL USN DM DISHWASHER RICROWAVE MC WALL COVERING DR DOOR MIN ,INIPLM1 WASEIERMITTEP ON MOWN USG OISCNIAANAONS WATER CTOSET DS DOWNSPOUT MP WATERPROOF DWG DRAWING NOM NOMINAL WATT., ON PRIN.. MAN,. N NORTE, WEATHER RAMS, ME BARRIER NIC MOT M CONTRACI , WEIGHT NTS NOT TO SCALE WEIMEEMPIRN EARN, EyEAAM WELDED ERRE ESE. E EAST OCC OCCUPANTS. OCCUPANCY MEDE MEC ELECTRICAL OFF CREME ET ELEVATION OG ON CENTER ELEA ELEVATION OTS OPEN TO STRUCTURE METH°, ELEV ELEVATOR OPNG OPENING END WOOD EMER EMERGENCY OPP OPPOSITE VIN4T WOOD MOORING EP ELM OD OUTSIDE MAKETER ENG-P WOOD GRID PPNEL E., EQUIPMENT OH OVERHAND EXH EXHAUST ,E) EXISTING A PAINT EPP EXPANSION PNT PAINT. PAINTED EXPANSMN BOLE PNL PAN. El EXPANSION JOINT EH PANIC PAREENARE EXT EXTERMR PTD PAPER TOWEL DISPENSER PM, PAPER TOMEETEDER FO FACE OF PERE PERFORATED FV FIELD VERIFY PEPS PLASTIC MN FIN. PLAN PLASTIC EAMINATE FF FINISH MOOR PL PLASTIC LAMINATE FO QINISH GRADE PL PLATE TE FIRE EXTINGUISHER MIMING FIXTURE FEC FIRE EXTINGUISHER CABINET ELMO ELMPOOD MET TIMMER PC POLYMER CEMENT E FIXTURE W., FIXTURE, PNTM PREMIEGINEEEMO METAL MAIMING PLS. EDAM,. PREF. PREF.RMATED FB FLAT EAR PREEN PREFINISHED TO MOOR ORME: PT PRESSURE TREATED FT FOOT FEET QOOTING END FOUNDATMM F010 FURNISHED AND INSTALLED BE OWIER RBO APPRISPED BE OMPER EOIC FURNISHED BA MPPER INSTALLER BR CONTRACTOR Drawing Symbols General Notes NON1H ARMY EXTERIOR ELEVATOR 13 IL DING StC r ON WAN SECTION E INTERIOR ELEVATIONS 1 CONTRACTOR TO VERIFY ALL DREENMOPS AND CONDEMNS BEEORE NROCEEDiNG WITE WORN CONTRACTOR SITALE,REPEORT.,,,, =NjrC'ENACREIrOnFRAL'EZ.SATNTTO CENTERLINE OF GRID LINES UNLESS NOTED OTHERWISE ON THE DRAWINGS DIMENSIONS MTE SHOWN TO FACE OF FIMSN FOR EMS-R. WORK PLL APPTICABTE GODES AND ORDINANCES E ALT WORE isioc.rorm To r. CRPERST PERMON OP THE IRTNRNATIGNEET PINEONG NTIV:PfgR1'1=6A=In1=7 ZE"' MEM OF PER.ITTING O'NPLVg:TATTTCDORXTTL`rD PROVIDED AS IF DRAWN OR METED IN POLL TX2p,SPAI.I. NOT BR ESPO ror, OTHER ROOM NAME RONN NAME 0...MEMBER 7 STOP WORE AND NOT, OWNER IF F-1,01,1, FLOOR MNIMMENISH COLON, ASBESTOS OR HAZARDOUS MATERIALS ARE DiSLOVERED *...ENETA WINDOW TYPE =T°RT=ESILITPrTS0 TZENSIONS SHOWN ON DRAWINGS AND INFORM ARCIMTECT OF ANT DISCREPANCIES LTOOR NUMBER PEN RETIRE TREE gft:TaT 0 MATERIAL TAG ELEVATION EXISTING TOPOGRAPTEV NEW 1 [MORAN-IT CONC....TUT T LOOR FRESH 1 RANSIE ION ▪ REVISION TAG Materials & Symbols COMPACTED EARTH TTEm SC=1)AgLIE' I MASONA,IN PLAN, MOOD - BLOCKING MOW - CONTNNORS MOOD FINME RIGID INSULATION MMERAL WOOL BATT INSULATION TTNERAIMEMOL BOARD INSULATION Tenant Improvement Project at the Tukwila Police Department Vehicle Evidence Storage Fleet & Facilities Building Project Information & Project Team Project Description Owner ADDRESS 1,1Z-,E,ARXZERNATIONM. BLVD PAKET NO 092ENP152 LPEOnLITT=UKTELA LOT NNE CONSOLIDATION MIEMPS8 REC EMAMEEPERPOGE SO TOT LINE CONSOLIDEMION BEING POR NE EN OF NW MO OF STR OPER. ZO:IEJSCORE7CAP ONTY RETER TO DRAWINGS ARO ...RICA-EIDE, TOPMPSCRIPTION ANN REQUIREMENTS POrl'ATTIN=TRAnIZZILDVDe C'TV CREATE A SECURE SPACE FOR STORAGE OF POLICE VERO. EVIDENCE NEW, PART,ONED EMEA TO BE AWN% VW SE PITY OF TUREVITA SOMENCENTER BLVD TPIM,Il LA. WA REIM CONTACT NICKOLAS LAGUNA, 266-571-EME Architect PALER NAVAS. ARCHITECTS ETLC MP P SETH STREEE. MATE POE SEAM, ,NA PRIM NESANAIMAT CONTACT LAURA MAP., Structural Engineer SWENSON SAM EAGET SUCI.E E05 SEATTLE, REIM .g.NTCTI'MR, NKR Electrical Engineer RIES MTST ENGINEERS AM MOE SPEND ST MArc 301 ACOMA NM. PM MCO NON AC MITE METILINK Hazardous Materials WRENN...RP NEAMMME0 CONTACT RICITARD I. CARLSON Sheet Index GENERAL AM NE TITLE SPEE1 SHEET INDEX GENERAT WEEP AND MIRRORS AM 10 CODE SUMMARY R FUNS ARCHIE.. 1 URAL A. FLOOR P. KNEE,. DEMO A2 01 MOOR REM AT 02 EPI P.M PRAWN° PI AN A. REFLECTED CEILING EARN SELECTIVE DEMO AN NI REFLECTED CEILING KEN M )1 DOOR A RELI PEPTS 00CM SCHEDULE TE INTERIOR ELEVATIONS .11 PEEN., ELEVATIONS AMIN INTERIOR ELEVATIONS AS NJ EEMIT SECP0NS 6 CONSTRUCMCM ASSEMBEIES ▪ E1 INTERIOR ONTANS - DOORS STRUCTURAL S 0 GENERAL STIMMTLIRM NOM S I DETAILS SR DETAILS ELECTRICAL . ELECTR/CAT GENERAL NOTES A LEGEND El 01 LEVEL 1 • REFERENCE PLAN ET 01 LEVEL 1- POWER SYSTDAS EE 01 LEVEL m RIGHTING EMT, PANEL SCHEDULE'S ER 01 ONEMINE DIAGRAM Vicinity Map NO, TO SCALE ARCHITECT Miller Hayashi ArCNOCIS °I I C 118 North 3,h SI SuRe 200 STAMP CONSULTANT BUIL.NG OFPARTMFN, STAMP City of Tukwila 510-TCH TAG REV,IONS VHAST Bid Set SHEET TIT, TITLE SHEET, SHEET INDEX, GENERAL NOTES Tukwila Vehicle Evidence Storage AND SYMBOLS 11210 Tukumla Internat.. 81. AA1.00 TukwEla, WA 98168 3/5/26 NOTE MOWN° SET WALED FOP OEM SKEET 0 MEIER ITETASIN ANOINECTS MO 200 <1,2 WAREHOUSE 3 11.250 SF 1E00 0,8 800310.33 1 30 1 OR RIO CNANGE STORAG0-1M RiOSNANGE1 0 Code Plan RAI ED BUILDING 88,33,01033 Key Plan -OTTENTO1 APPLICABLE CODES INTERNATIONAL WRONG CODE 301101 WASHINGEON SIORE 880E01.3ENT8 30E1 INTERNATIQN, ERIS,. DARING CORE 2021 WASHINGTON SiNtE ENERGY CODE EITERNATION, EIRE CODE =NAV. OCCUPANCY CLASSIFICATION MOUSE 3, 8100008488-3142ARE STORAGE GROUP SE NONE,. IEG CHAPTER 5 GENERAL BUILDING NEtGlITS MD PREPS 0081,138,1081 WES REI DING 1 ERNE II 8 8181,8EREE:100 GRANGE, 208 SF MO COANGEI SUESING 7PE 113,0 CHANG01 :j1",17:3R:01=1.r=7:117,ES AND II CONSTRUCTION 803 I 81,01,838E ERIN, CORDES 1113LE 1E01 ENV. SHALE 13E NERMINI ED IN 8,1801NGS 3,,E1 OR TYNE 0 COQ, RUC NOR IN INIE FOLLOVERG ROE,. 01ONS 1 1 3 FIRE3RELAREANT TEEM E08,300 SHALL SE EERIER TEE NON8EARING PENNTIONS INHERE THE REQUIRED EINE RESISTANCE RATING 18 S 810,10, OR 1 ESE EXCER, SO, EN, OSURES 8,801101 GROUP 033,11,04010, 81,83,0010 RV CAPE FACII RIOS CMPITI, 10 MANS OF EGRESS ZU-1V3rs°03%78rNA8.78'07AREPALLOWANCES PER OCCUR,. WAREHOUSES SOO GROSS OF EGIT,S8 COIVON=NTS OTHER THAN SHP, BE CA,018888E0 8‘18munr,4.14ocCup'0,LoAuslavn, 'SE SO-881componEw BY A 181ENNE OE EGRESS CAPPCIER FECNOR OE 0 NON NEE OCCURANT REQUIRE, ,,OCOLVOCS X 0E1 8 7, PROPOSE, ,1000RS EEC, =1810. 10015 1 ENCROACI IMF, DOORS S11881,1010 REDUCE REQUIRES WINN SUMO. TEM 7' WREN RILLY OPEN OR BE MOINE RI IAN 1,88 N POSITION %7VErET.ruf'rEAS70T7RtMsR°0°=ASZSE SHELL BE PM., ',ERE THE DES1GR OCCUPANT Lon-o OR TU'E 808000R1 PATH QF E‘GRESS TRAVEL EIS1ANCE EXCEEDS ON'E VALUES LISTED IN INELE100, I "A't=0'3 O=7,8r0r8;8.°3=CTENTS""' MAXIMUM COMMON PANE 00 EGRESS TRAVEL 818,1,33, IN FE 00,39 OCC1,841,S AMA, SR,. NO SEWED EX, REMAKE 7313`873"0.1.7Z174'81"OsN7=7=1.'1!...'00u078`1'.g'S1331.33.1 18800,81801,83 01.10,881101NOSURFASE lea, IN THE EVENT OF POWER SIR8188 FAILURE THEN REQUIRE ONO OR MORE MEANS OF EGRESS. AN EMERGENCY ELK -FOCAL SYSTEM SHALE AUTDIRATICALLEILLUNINETE ALL 08,IE 8088,0101, 1 INTERIOR ENE EXTERIOR 8X13 S8408,83WS ARO RAMPS .11; EIgE,N=IENA1=83S REQUIRED BR SECNOR IWO 1E CREME DOORWAYS 801, RENE DIRECTLY 7173787R=8"gtiNtrTag DOOR OPENING SRN 1 S8 SUFFICIENT FOR THE PCSURANT 1 ONO 71,8208 MESH., PROVIDE A 330311311303,13ARNENillor NOT ESS IRAN 02 0,31ES i13108SIERENNETENEN FACE OF DOOR ENE STOP 303,1 NNE DOOR OPEN 90 DEGREES, 88881131011331,10,1 OF S38810SING 000101 0388 SHARI SUES INORES 1010 3 1 DOOR SWING IRENE DIRECTION OF EGRESS TRW, MERE SERVING AN 0.8/PANT LOAD OF 50 OR MORE PERSONS IMO 3 10 DOORS SERVING SPACES WITH AN OSS18,3,01 LOAD OF 50 OR MORE IN CROUP A OR E OCCLIPERE, SNAIL NOT BE PROIREED 8,881 OR LOCK OTHER THAN PANIS FREDOARE OR EINE EXI1 NERINNERE ..',OfErg=fErE'LESS DOORS SHEL3 BE MARKED RN APPROVED EX, SIGN ES. R11,183 E FROM ENV OIREOTION OE EGRESS MAR, MEP,. 3 EY, SIQNS PRE NON REOU 1I0 ROOMS OR PREPS TRAT REQUIRE 010,3 ONE EX, 08 EN1T ROSES, :ITNTOTRAST:=70 ,70B3E ,302.4 FOOTNOTE C AND SECTION 1017.2 BIT TRAVE.STANCE /,8I.SPRiNKL8RED HEMS 37,`QTXF8T0 r==13ZEVEnTgrEnVIJIMTEESII0 REMAIN ETETENTENNETRNEUETONNE EVIONESOEE SECTION 30SECCESS10111,1FOR CRISNI0e NEI, DINGS KR NIE °ROVISIONS OF SECTIONS 000 1 Q ROUGE 306 38 NM, 80 VNINTENARCE ANS RENEE CI 1818GE OF alb/EX ASSITIONS MO ALTERATIONS TO EXISTING BUIONNOS INClUDING THOSE 10ENIIFIED AS HISTORIC 3118 ALTERATIONS 30,8,181, RH, IS/3888RD SNELL COMPLY EVEN THE APPLICABLE PROVISIONS IN SNAPTER O OF ENE INTERN,IONAL BUILDING CODE ICC 1 ARO RUE PROVISIONS Of SECTIONS 308 1 THROUGH 305 818 UNLESS RECNIKALLY INFEASIBLE MERE COMPLIANCE WITH INIIS SECTION /8 RECIOUCELLY INFEASIBLE I138 8,E08.11034 SHALE PROVIDE 8388808 1, ROL WINER, 8E1E03 1 ECHNICALER HAMEL 303 ill 1 01881 ROOMS ',ERE 11 IS 1 ECHNICALtu 110,1381138: 3 0,88EN. 101881 ROOMS 10 RE ACCESSI888 ON: ACC8851888 SINGLE 3,80 3,11,1 ROOM OE ON: ACC8881888 EMILE ORESSIS IED 088 8,11 ROO, CONSER1810,10 WIRE SECTION 1-130 3 Of THE INEERSARIONk 8,8011. CONE 081,3137,3 THE INACCESSIBI 0 MIER ROOMS 01100,3 0,0,516,050 INEICATINGENC / 0,011010 ON THE NEAREST WC, QM 01 ROME S31.43.1 DC PROVIDED NEESE 01180,310103.1 SIGNS SHAI INCOME THE INTER10,1,81, SEIEBOI OR NOSES., ITV RIC SIGN LANACITRS S338.1 WET 831E OSIER CI LANNON, REOUIREVENTS IN ACCORDANCE wrrn cc A147 1 T.-07,===. Z1L ALTERED 80 FROVIO° COVERNON NROPOS080 AND POW, TERME SPACES IN ACCORDANCE WITH NPR BAND 8088 STANDERES - NEE ALARM SUSIEN WEL BE ALTERED TO PROVIDE COVERAGE NROPOSEIR MD "MORE RENNET 80E8E8 IN ACCOREANOE MN NEM 72 MD COW TIANDANDS ARCHITECT Miller Hayashi ArChieCIS °I I C STAMP CONSI, TA, 9I1IL.NG 0,PARTMFN, STAMP City of Tukwila SttriGH TAG REV,IONS PHA, Bid Set SHEET TITLF CODE SUMMARY & PLANS 118 North 3,h SI Su. 200 seat. Washmglon MO Tukwila Vehicle Evidence Storage 11210 Tukumla Intemanonal 81. AA1.10 Tulmla, WA 98168 NOTE DRAWING SET SCALED FOP OEM SHEET 0 MEIER tiMOSIN ANONNECTS MO 3/5/26 201 (E) BLDG. SHOWN FOR REFERENCE NO WORK AREA OF WORK 0 Floor Plan - Level 1 - East - Selective Demo J '41 Floor Plan General Notes 1 qr.:0 GENMAI N07,5 ON 2 RUM:0 01,1FN5,01.18 PART,TION TYPES PIAN FOR PARTITION 3 ArAIENVONS TONE,/ PARMIONS ARE TO FACE OF ;WANG UNO DIMENSIONS TO EXISTING WALLS ARE EITHER ,0 ,NISNED FACE OR TO GRID U. INFILL WITHN EMSTING CONSTRUCTION AND NEW RUMTONS 11,1,1ED. ELY PLINCEN I TO EMS I NG CONS !RUCTION 81,LL 1.1.CH EMS PNG CONS fRUCTION 11.4,1_ AND NEW MI MONS ...ME, ADJACENT. OR WITHI13 EX.111. PARTITIONS SHALL 8E FINISHED TO BLEND ...SLY VII, FX15,11,6 MATMINIS nnam, EXISTING 3 REPEMNE ,,FATURES DRAWN OFTOTED Y,ONCE SMAI t 7 'Zir‘114R7OR72f: t1=:gPAZD AIREL IRED AND iC PECS. NE,AINT 8 DOOR OPENINGS LOCATE, R01,1 ADACEN,PARTITION UNO 9 REFER TO NIECFMIC, AND ELECTRICAL AND COORMNATE THE v`,01-21( C00.11.4,1 ErLegS 0,UTTING I CHING PS 12LOUIRED l'OR AL MECHANICAL AND EL. HOC, WON< PATCH AND AHLAS CU1 1 !NG AND MI CHNG 1 I) IM I CH ..JACEN1 FINISHES Floor Plan Legend .1571^15 .1211,0,170 LOW, 7, REFER F,G NOTE WHERE THS DASHED LIRE OCCURS INFII I AT ,XISTING PARTITION FPMED WALL PARTMON TY, Key Plan NTS ARCHITECT Miller Hayashi Archlects °I I C STAMP CONSULTANT PIALOWG DEAARTMFN, STAMP City of Tukwila SKETCH TAG RFVIS'ONS .p H,, Bid Set ,,,,,,- ,,,,,, FLOOR PLAN - SELECTIVE 116 'No.11135,51 surte .2oo Tukwila Vehicle Evidence Storage DEMO 11210 DRAMs Internatnnal Blvd A2.00 Tukw)la, WA 98168 NOTE DRAWING ...ED FOP OEM SHEET 0 MEIER tiMOSIN ANOINECTS MO 3/5/26 202 STORAGE 1 Floor Plan - Level 1 - East FIRE RETARDANT TRES (E) BLDG. SHOWN FOR REFERENCE NO WORK AREA OF WORK rPINT ex 019 MIL 81E08 SOS av:RER ASV i..� SIN REI ROTES STENNIS' CAMERAS --- VERICIP STORAGE SUN ONLY BOLLARD8,1227 DIAMETER 71271,7 CARBON SAFETY YELLOW SURENCE � Fj BOLTED 70 EX/STING CCM SUB 1�\ aanc 78 FLAT 'I WET,9EE'v. 0 0 NCENTERED ON FENCE POSTLP0 \I N\L,PANEL MAINTAIN RESPIRED EITEPPENNCE PE SLOOP MOUNTED FENCE EOLE— ill TEE o 0o rvF EVASIONS PH/ "NUNN GATES f� c ". OVERHEAD DOOR 0 ESEGNITE PINSK. BARRIE— c k':zxEADDooR— \' METAL STUN TO CEILING MARIS SYSTETI COWAN, FRE RETARDANT TREATED PITASOND WALL FINISH 87,17171 Floor Plan General Notes 2 PETER TO DIMENSION NARTMON TYPES RAN FOP PARTITION 3 TTEEMIENSIONS TO NETS PARTITIONS ARE 70 FACE OF FRAMING ENO glrloTS=SZEEXISTING WALLS PEE EITHER TO RINISHEN FACE FINISTIEN 7 ALL INTERIOR WALLS BE [TEARER SPOT PRINEE PS REQUIRES. AND TO RECEIVE NEVE PAINT 9 REFER TO MECHANIC, APE ELECTRICAL PRE CONEEINATE INEE INORI8 COOR017777TE EXTENT S OE PETTING END PATCHING PS REQUIRED FOR ELL MECHANICAL AND ELEGEM, WORN. RUCH /7711911EPAIR,L AREAS OF PUTTING NNE PAIGNING TN KETCH APJFEENT FINISHER OVE PS DOOR Floor Plan Legend '77-1,OVERHEAD POOP M1EL IPS 'FP DOOR CARE READER ACCESS ENEPOOR. UPGRADE 70 PROVIDE PSISTING PARTITION TO REMPIIT 07E 'NNE NIS DASHED LINE OCCURS FRAMED WALL PPR-RIPON TVS Key Plan NTS ARCHITECT STAMP .. o�rvtTA, ,NO o-Aaaa,A,FNAsSTAMP " ."„«ray � DSLONs Bid Set FLOOR PLAN . ss Tukwila Vehicle Evidence Storage Ara, fect .219 DATE SHEET NO „z,D Tukwila Intera Blvd Tukwila, WA 98, mA 88 3/5/26 A2.01 NOTE DRAWING SET SCALED FOP OEM SHEET 0 MILLER w.vsSMI APGmECS PLLC 203 082o0.a H. PE 7.3.2`" q/ \oJ " o CJ C. • I ((E)e,/A"ZSTRUT PURLINS@-G0"OG T-DIP IH \ (E)8-1la" Z STRUT PURLINS@36'60"O.C, TYP.' i �)'-S 2` (E) 8-1/4 ZSi RUT'PURLINS@-6'.0"O.C,TYP. \ (E) 8.114" Z STRUT PURLINS @ BM, 0 C, Mt I 1 I aP,a s., tvse orn, ROOF FRAMING Structural Plan Notes 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECT FOR ALL DIMENSIONS. 2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS S. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY ALL EXISTING STRUCTURAL MEMBER SIZES AND EXTENTS. NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES Key Plan NTS ARCH TEGT STAMP ��ryTA, ,NGo.,P�r TMF�TSTaMP City of Tukwila T�TaG RH,aoNS Bid Set ENLARGED FRAMING Miller, Hayashi t 1 .I.Ic �.� Tukwila Vehicle Evidence Storage PLAN a, 2,A -1 DATE SHEET NO _ „2,O Tukwila tlooal Blvd , WA , 88 TukwlaWA 98 NOTE DRAWING ...FA FOP 2aw36 SHEET 0 MILLER w.vsSMI gPCImECS MO 3/5/26 A2.02 204 RCP General Notes 1 RM.R. GEN,RAI. NOTES ON SHUT.. 2 PROTFCT EXISTING CUM. F,VR1RES. AND EQUIPMENT TO 3 MIrCZEIMMT2thURPLAIECHANICAL ELECTR1CAL ,E1,15 ARE MCAT. FOR PURPOSES OF v,2F=1,ia,z°1g2.°,=717aztzg:—.. 5 PAIN,. AL.E%P.OSLD AVG 812,1,5 PERIMETERS Fl. SPRINK,R PL.12.11. P PING SHALL AND ELECTRICAL C.Fali,M.91.,9i ROI MFD CONCEal ED ABOVF DROPPCD LF,INGS 7 CENTER ELECTR.L DEVICES IN CEILING PANELS MO REF TO ELK FOR .01TIONAL DEME, ii.0LidtrscTrl,siiNs,dasicAiFiFirr0921,2ErLe 11 RCP Legend ARCHITECTURAL CEILINGS FINISN AFF HEIGHT ABOVE FIN.SH FLOOR ACCESS PANEL MECHANICAL DEVICES SIET ISECIO SUM, DIFFUSER RETURN OR EXHAUST GRILLE LOIT FIXTURES TREF ELEJ. RECSSSED FRTCRES • LINEAR PENDANT = SOU MOUNTED LINEA, RES ELESS E EMERGENCY OUST SMITE ▪ SSIT SIGN •Q••• OCCUPANCY SS•NCOU e SCOTOSENSOR O FRE SLAW DEVICE C) SMOKE DETECTOR ® u,ps oEs,ssos SOI SECSSI VICE0 O OSSITOOIT SPEAKER • spsouss, • sysus,suc osusgu M MOTION DETECTOR 0 Reflected Ceiling Plan - Level 1 - Selective Demo Key Plan NTS ARCHITECT Miller Hayashi ArchIects °I I C STAMP CORSI, TART DIAIDANG DAPARTINFNTS STAMP City of Tukwila SKETCH TAG RRV,ICAS ERASE Bid Set SHEET TITLE REFLECTED CEILING 118 North 35th SI SG. 200 pH, 2,9 Tukwila Vehicle Evidence Storage DATE PLAN - SELECTIVE DEMO 11B 262691a, WA 98168 210 Tukwla Internatonal lvd 3/5/26 A2.30 NOTE DRAWING. SCALED FOP 2NOO SHEET 0 MILLEN NATANII ANONNECTS POW 205 REPLACE OVERHEAD LIGHTING THROUGHOUT, REMELECTRICAL 0 Reflected Ceiling Plan - Level 1 - East RCP General Notes 1 F0.70 GEN,RAI. NOT,5 ON SHUT 2 PROTFCT EXISTING CUING. FIXTURES. AND EQUIPMENT TO REMAIN DURING CONST.CT/ON ' NMglsr:ZZ7,.UJ,MILFTOZMV."' COORDINATION LOCATION. RFER STRUC,UHAL, MECHANICAL OD ELECTRICAL MM.'S AND SPECIFICATIONS SCOPE OF WORK DUCMORK. CON., . STRUCTURE 5 PAW. ALL EXPOSE.EIL,NGS ABOVE APC PERIMETERS 6 rIliE SPRINK.R PINNO PLUMBING PIPING 5,IPLL AND ELECTRICAL CONEN, SRN., BE ROUTED CONCEALED DROPPM GELINGS ,10 OENTER ELECTRI. DEVICES IN CEILING PANELS 1../NO 12E,, ELEC fOR ADDITIONAL 0..5. rvo4pLoeii,r,22zENs,A2,02,TFiFer,E21,2Ere RCP Legend ARCHITECTURAL CEILINGS .L1146,114018 10,0,FF HEIONT ABOVE FIN.SH FLOOR EXISTING CEILING.STRUCTURE • ACCESS PANEL MECHANICAL DEVICES ,I2E1- SUPPLY DIFFUSER • RETURN EXMOST GRILlE F.TURES ,riEF EEC, RECCSSED F.XTURES • LINEAR RENON, = WALL MOUNTED LINEAR REF ELEVS E EMERGENCY LIGK M SIGN • OCCUPPI.SENSOR e PHOTOSENSOR 0 FRE...VICE C) SMOKE DETECTOR ® DETECTOR • SECURITY ▪ NTERCOM SPEAKER • SPEAKER • NFRARED SENSOR ZDZSCSEI'LZ:S "'T M MOTION DETECTOR Key Plan NTS ARCHITECT Miller Hayashi ArctAwls 611 C STAMP CONSI, TA, 9I1IL.NG 0,PARTINFN, STAMP City of Tukwila SttriGH TAG REV,IONS VHAST Bid Set SHEET TIT, REFLECTED CEILING 118 North 3,h SI SuRe 200 ,eattle wash,on 9P103 Tukwila Vehicle Evidence Storage PLAN p,-,— 11210 1260612 internatnnal Blvd A2.31 TAMA WA 98168 3/5/26 NOTE MOWN° SET WALED FOP OEM SKEET 0 MILLER HAYASHI MOSTPDTS Pee 206 Door Types Door Schedule Door Schedule General Notes § iF.11,3 ID 1, 0 1, f .11001,A, PER 1,1FR PER 1,1F.¢ PER PER N. 1A5 '21 .,(12 10, ,1004, CA V STI GAI GALV Grt, Sa SA, 1 FRU. TO SRMIFIC,IONS FOR HARDWARE GROUPS 2 REFER TO SPECIFIC,IONS FOR ADD.,010.1 INFORMATION ON 3 =F7ALI=ROAT DIMENSIONS WM-I PARTITION TYPES AND ...LED RNISHES PRIOR 1, ,A9R1CATION r1=1=-ZTIAnLE'ZIMNIX.^AAMTZOLV21% FORCE VER., 5 DOOR MESH°. I Mat la...SHALL BE W.I. OF 1,, TN, PER ADA Door Schedule Legend 20122222TINESEE ALIAIINUM STOREFRONT FGFAL linal FIZITAHL NIZED aKtING. aA.S8 '/.111' =19.'1=111 CaOR SCH. STI 5,1 SI, TRANSPARENT STAIN rINISH Door Schedule Key Notes 1 CPORDINME ACCESS CONT,OLS WITH FRAME AND DOOR LEAF 2 .0 M01012 n11,0 MO1 MIZE LXIS1 !NG OVER.. DOOR REF ELEC MOTOR., TO MOTOWE --PROVIDE I.25 ALI11.9 PLATE OVER ThE GLASS AT iNTERIOR CLR ANNODEED A SINGLE ,U DOOR OVERNE.,n0 SECilat, DOOR. SWINGING CM INK GATE D EXISTING. EXTERIOR SECTIONAL DOOR ARCHITECT Miller Hayashi ArchIects °I I C STAMP CONSI, TA, 9I1IL.NG 0,PARTMFN, STAMP City of Tukwila SKETCH TAG REV1SIONS .,,,,, , Bid Set sH,,,,,,,, DOOR & RELITE TYPES, 118 North 3,h SI SuRe 200 Tukwila Vehicle Evidence Storage DOOR SCHEDULE 11210 20122,12 101001020M 81. A2.71 TukwEla, WA 98168 3/5/26 NOTE DRAWING ...ED FOP OEM SHEET 0 MEIER tiMOSIN ANOVINECTS MO 17-T 207 CONIMOUS RAZOR WIRE ROURN EN,STINO 5-7..,012,10.611.1 FLAT LOOP R,OR WIRE r 0 SECURE VEHICLE STORAGE - NORTH INTERIOR SECL13,1 131 MEL' SECURE VEHICLE STORAGE - EAST INTERIOR ARCHITECT Miller Hayashi Arcech °II C STAMP CONSI, TA, 9I1IL.NG OFPARTMFN, STAMP City of Tukwila SttriGH TAG REV,IONS PHAST Bid Set SHEFT TIT, INTERIOR ELEVATIONS 118 North 3,h SI SuRe 200 ,eattle wash,on 9P103 Tukwila Vehicle Evidence Storage p-c,— 11210 19_6,619 internatonal Blvd A5.10 TAMA WA 98168 NOTE MOWN° SET WALED FOP OEM SKEET 0 must -arras Were= Pee 3/5/26 208 SECURE VEHICLE STORAGE - WEST INTERIOR 2 SECURE VEHICLE STORAGE - SOUTH INTERIOR ARCHITECT Miner Hayashi Ai...5 �l..l1C „aNart,� ws,. 200 sea"awaa0°a'°°° STAMP � rv;,arv; P c,Lo,Nc c,,Paa;MENrsSTAMP City of Tukwila Tukwila Vehicle Evidence Storage ,c « TAG F_Ns,chc Bid Set INTERIOR ELEVATIONS „2,O Tukwllz Blvd Tukwila,WWA A 98, 8168 88 3/5/26 A5.1 1 NOl£:MOWrvG SET WALED FOP OEM SKEET 0 MILLER w.vsSMI APG,nECS PLLC 209 P,N1.0 90,5 0 SECURE VEHICLE STORAGE - SOUTH EXTERIOR 1,5r,.-r PLYWOOD SEAMS FR N1 SEA. ON WA,L NTERIOR.1, SECURE VEHICLE STORAGE - EAST EXTERIOR ARCHITECT Miller Hayashi ArchIects °I I C STAMP CONSI, TA, 9I1IL.NG 0,PARTMFN, STAMP City of Tukwila SttriGH TAG REV,IONS PHAST Bid Set SHEET TIT, INTERIOR ELEVATIONS 118 North 3,h SI Sulte 200 Seattle Washmglon MO Tukwila Vehicle Evidence Storage 11B 262M1a, WA 98168 210 Tukwla Internatonal lvd 3/5/26 A5.12 NOTE DRAWING. SCALED FOP 2NOO SHEET 0 MILLEN NATANII ANONNECTS POW 210 DEFLECTION TRACK REF STRUCTURAL SECURE CHAN. INK BARRIER ASV PLW1000 - PI.MOOD .11 PROn,(1.01,0 ri Of rl ECT ON TRACK REr i.'ZIT07,Z=VZ.ZroNVIZ-7-=""""' M RUG RAIL TIP NOLO PLYWOOD WALL PROTECTION 2% BASE 1/T ABV FLOOR LEVEL TVP 1E, S11 REINF lIENSIOV/E TO REMAIN PROTECT RDE=TRZ %TM 0 Typical Wall Section KOCK!. AT TOP OF PI ',WOOD SECURE CHAINL/NK BARRIER AdV. PVIIN001,- PLYWOOD C,..11. IN POOR PER SCHEDULE 0 Wall Section at NM Door OEFLECTI.ON TRACI< REF STRUM,. CHAINLINK FABRIC AND FENCE POS, PAILS .FENCE RiTINGS MOUNTED -I, FRAMING PROVIDE DAG LENSING ',VIRE. T611969.69`,616:16,6,66.6.969696966.6161616161616166 0 Wall Section at Rollup Door ARCHITECT Miller Hayashi Archlecls .11 C STAMP CONSI,TANT 9I.1.4,NG OFPARTMFN, STAMP City of Tukwila SKETCH TAG REV,SIONS PHASE Bid Set SHEET TIT, WALL SECTIONS & 118 North 3,h SI SuRe 200 Tukwila Vehicle Evidence Storage CONSTRUCTION ASSEMBLIES \----) 11210 19Awla internatonal Blvd A5.20 Tukwia, WA 98168 3/5/26 NOTE: DRAWING...ED FOP OEM SHEET 0 MELEE REM:41 ANCTINECTS P11.0 211 OHM Door Head Detail OOverhead Door Head Detail MINFAGILITIE SPACE OHM Door Jamb Detail Va ASSEMBLY PER GYPSIM SECURE .0. Mai«FACIIMEESPACE .rri vu SECURE MEP Overhead Door Jamb Detail ARCHITECT Miller Hayashi Archiects 611 C STAMP CONSI, TA, 9I1IL.NG 0-vaamnFN,STawp City of Tukwila .5w.iGH rah REV,IONS PHA, Bid Set SHEfiiiTE INTERIOR DETAILS - DOORS Tukwila Vehicle Evidence Storage ,,°Es DATE SHEET NO „z1O Tukwila 816BN,O Tukwla, WWA A 9Ste8 3/5/26 5.21 NOTE DRAWING SET SCALED FOP OEM SHEET 0 MILLER w.vsSMI APGinECS PLLC 212 CRITERIA 1 ALL MATERIALS WORKMANSHIP, DESIGN. AND CONSTRUCTION SHALL CONFORM T O THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 EDITION). 2. DESIGN LOADING CRITERIA'. MISCELLANEOUS LOADS DEFLECTION CRITERIA TOTAL VERTICAL LOAD DEFLECTION (DR). -- 1/4" OR L/720 ENVIRONMENTAL LOADS WIND INT., 5 PSF EARTHQUAKE ANALYSIS PROCEDURE CH 13 NONSTRUCTURAL COMPONENTS INT. NONSTRUCTURAL WALLS & PARTITIONS, SOS' 126, a, 10, Rp=25, Ip=10 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, 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. 4 PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. S.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDI TIONS AT THE SITE AND/OR FOR ANY FIAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 0.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37.14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION"- 1.CONTRACTOR-INITIATED CHANGES SFIALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. B.DRAW INGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. QUALITY ASSURANCE 9 SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1205 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHIITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. CONCRETE CONSTRUCTION PER TABLE 1705.3 SOIL CONDITIONS, FILL PLACEMENT. AND DENSITY PER TABLE 1705 fi EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION- INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 105TRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1704.6 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ELEMENTS: CONCRETE CONSTRUCTION STRUCTURAL STEEL CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. 11.STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL. BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL. OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED. GENERAL STRUCTURAL NOTES GEOTECHNICAL 12. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTFI PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 1500 PSF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) 03 RENOVATION 13.DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SFIALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NO1'' BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. @CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS MEMBER SIZES. AND CONDITIONS PRIOR TO COMMENCING ANY WORK.ALLDIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. CONCRETE 15CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: MEMBER TYPEMONSTRUCTION STRENGTH TEST MAX MAX AIR FC AGE AGG W/C CONT. FOOTINGS 4000 26 1 .50 A.MAXIMUM SHRINKAGE IN ALL 5000 PSI MIXES SHALL BE LIMITED TO.04 PERCENT IN 28 DAYS AS TESTED IN ACCORDANCE WITH ASTM C157 MODIFIED STANDARD TEST METHOD FOR LENGTH CHANGE OF CEMENT MORTAR AND CONCRETE. BM@ RATIO: WATER-CEMENTITIQUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT NOTED IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS. OCEMENTITICUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME. OR SLAG SHALL CONFORM TO ACI 301 SEC 4 2.1.1. FOR CONCRETE USED IN ELEVATED FLOORS, PORTLAND CEMENT CONTENT SHALL CONFORM TO ACI 301 SEC 4.2.1.1(a). ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING SUPPORTING DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. D.AIR CONTENT SHALL CONFORM TO ACI 301 SEC 4.2.2h. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". TOLERANCE IS+/-1 5 PERCENT. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. E.SLUMP SHALL CONFORM TO ACI 301 SEC 4.2.2.1. SLUMP SHALL BE DETERMINED AT THE POINT OF PLACEMENT. F CHLORIDE CONTENT SHALL CONFORM TO ACI 301 SEC 4 2.2.6 (e) AND TABLE 4.2.2.6 (e). 16.ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494. AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-19, TABLE 193 2.1 MODERATE EXPOSURE, Ft 1 ] REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, FY= 60,000 PSI. 18.DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITFI ACI 315R-18 AND 318-19. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL. BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 18 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) .... 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER).. 1 10" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" SLABS AND WALLS (INT. FACE)--- GREATER OF BAR DIAMETER PLUS 1/8" OR WC 20.CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL. OPENINGS THROUGH CONCRETE WALLS- SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES. CHAMFERS, FEATURE STRIPS. COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. ANCHORAGE 21 EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037 FOR CONCRETE AND IAPMO ER-240 FO MASONRY, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCFIOR DIMENSIONS, ANCHOR LOCATION, TIGFITENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 22.EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-3G" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ER-5026. MINIMUM BASE MATERIAL TEMPERATURE IS 23 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE GLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 23-CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE-), NO. ESR-1056 (CAM), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS.SCREWANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS.SPECIALINSPECTION IS REQUIRED. 26 DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES X-U, 0. 157" DIAMETER (STEEL), UNLESS OTHERWISE NOTED) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2269-MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1 UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3 TO NEAREST CONCRETE EDGE. STEEL 25.COLD-FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS'. A.COLD FORMED STEEL DESIGN. FABRICATION, AND ERECTION SHALL BE BASED ON AI51 S100-16 (2020) @S2-20, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS," AND ON THE AISI S240-20 NORTH AMERICAN STANDARDS FOR COLD FORMED STRUCTURAL STEEL FRAMING, INCLUSIVE. B THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. OCOLD-FORMED STEEL FRAMING MEMBERS INDICATED ON ARCHITECTURAL PLANS SHALL BE IN ACCORDANCE WITH THE "20151BC-SSMA PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC-ES REPORT ESR-3064P. DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) D.MATERIAL'. METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 FY = 50 KSI 12, t4, AND 16 GAUGE ASTM A653, GRADE 33 FY=33 K51 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO ASTM A570, GRADE E, FY=50 KSI. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36, FY=36 KSI EACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITFI A ZINC. -RICH PAINT. FSCREWS. ALL SCREWS SHALL BE SELF -TAPPING SELF -DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIC -FLEX (ICC-ES ESR-2196), OR APPROVED EQUAL THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (£2 POINT) OR #10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE SCREW5 FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FORA POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL '.. INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND '.. CENTER -TO -CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL '.. CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE -RESISTANT COATING. THE SCREW '.. MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT, UPON REQUEST. '.. G WELDING OF COLD -FORMED METAL FRAMING SHALL CONFORM TO AWS 01,3 AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. HALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO CONCRETE WITH 0.157" DIAMETER x 1" LONG DRIVE -PINS Q 16" 0.C. UNLESS INDICATED OTHERWISE- INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND DETAILS FOR STRAP BRACING. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE., BE UN -PUNCHED AND HAVE AT LEAST 1-10" FLANGES. L BRIDGING AND BRACING IS TO BE INSTALLED AT ALL COLD FORMED STEEL BEARING WALLS. BRIDGING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE STRUCTURAL PLANS OR THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON TO DESIGN AN ALTERNATE BRACING SYSTEM. IF AN ALTERNATE BRACING SYSTEM IS USED. THE CONTRACTOR SHALL SUBMIT STAMPED DRAWINGS '.. AND CALCULATIONS TO THE ENGINEER OF RECORD. WHICH DEMONSTRATES THAT THE BRACING SYSTEM WAS DESIGNED TO PROVIDE PERMANENT WEAK AXIS BRACING OF THE STUDS UNDER CODE PRESCRIBED LOADS. DOCUMENTATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. '.. s STRUCTURAL ENGINEERING NMS NMS LSD..... LSD City of Tukwila - Police Evidence TI 11210 Tukwila International Blvd Tukwila, WA 98168 Miller Hayashi 118 North 35N St Suite 200 Seattle, WA 98103 General Structural Notes Jan 20, 2026 S.0 OF SMEI. 213 10 Reinforcing Splice and Development Length Schedule For — 4000 psi, Grade 60 Reinforcing Minimum Straight Development Length (id) Bar Sae ! Top Bars ' Other Bars 19° IS° 84 25 I9' p6 _ 3Y 29" AI 2442° 86 L 62" 49 110 39" fit° 911 8Y 61° Minimum Lap Splice Lengths (1s) Bar Size '.. Top Bars Other Bars 6 24" 6 32" ds 40° 96 48° ]0 54 62" 6 91" 20" 810 102° •" 61 119 87 TOP BARS ARE HORIZONTAL BANS WITH MORE THAN 16 DEPTH OF CONCRETE CAST BELOW THEM, 6 CLEAR CONCRETE COVER TS NOT GREATER THAN THE DIAMETER OF THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMFTERS, THEN LENGTHS 691 BE INCREASED BY 50% Minimum Embedment Lengths (idh) J.. For Standard End Hooks 126 Bar Size Length 1, SIDE COVER MUST BE EWAL TO OR GREATER THAN 211/ 2, ETD COVER FOR 9P HOOKS MUST 8E EQUAL TO OR (NEATER THAN 2" CIRCULAR FOOTING PER PLAN WI (4)95 VERT.&MIX 09 @6"a WI(3)R4 Xe IN TOP S" OF FOOTING s STRRCTemnd ENGINEERING City of Tukwila - y Police Evidence TI g Splice Length 8 Development Length (4000psi) (l ',,.. 11210 Tukwila International Blvd Tukwila, WA 98168 PER PLAN' FENCE POST AND CONNECTION PER FENCE MANUFACTURER (POST HEIGHT 5810" max) — E) SLAB ON GRADE I.... Miller Hayashi 118 North 35th St. Sidle SOO Seattle, WA 98103 Details 001662020-01 12 S.1 214 ICI DM 001 uAVK FIN NAN STUD Put PI NJ PROVIDE BLOCKING USING SAME MATERIAL AS 811105 820II ZONTALL AND MATCHING STRAP LOCATIONS 111/2 x 2Cya PONT STRAPS J J Add 6'-0' ABOVE. El GCR CONNE„'ED TO EACH STUD W/(1)0, SCRLA AN2 EAc PP RII00(W/(8)rye SCREWS SPACING NOT TO EICEEU 240.0 Bt WWI E6INTS OE LATERAL SUPPORT SPLICE STRAP AT BLOCK WHERE REQUIRED LIGHT GAUGE BLKG WALL STUD WITH PLYWOOD EA SIDE PER ARCH HEADER PER PLAN SLICE -UN-PUNCHED SILO TO MATOM POCK GAUGE W/ (IL 0 SCREWS AT EACH. FLANGE, BOIP SIDES OF TRACK SPLICE Track Splice (4)SCREM5 REco. AT EACH BLOCK EACH SIDE BELLO WEB OF BLKG. AND CONNECT TO EACH STUD 0/(2)(18 SCREWS Blocking where Studs Unsheathed One Side OVERHEAD DOOR, MOTOR MADNUFCACNRERNPER Header of Overhead Door 0 STUDS MUST BE FULLY SCAN GANST TRACK RUNNER TRACK SARI GAGE AS ETD, MINIMA 1' AIDE PANN, NOTES • AKA TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD N0. P : MD" PAN HEAD SHEET METAL SCREW SHIJI S USED. WNPd DRYWALL COVERING, TRAGIC AND STUB FLANGES ARE ATTACHED AT SAME TIME, A STANDARD (M'fi ' ICAO ORYPIN I SCREW SHALL RE USED. ANY CONSINATIM OF THE ABOVE METHODS MAY BE USED IN THE ERECTION OF A COMMIE, WAIL ASSEMBLY. DEEM 11 ,co I9"IL ——11ARIA nIDII N P N aaI sJAi D 51 NATION: 600 S 200 - 54 LR W1801212' FROM END OF STI, COHN POT TRACK 0 FLOOR 0LE3.8 DRMvd BIDS 5 SCRF,W ATTACHIMFNT SEF, NOTF EOVV Typical Bottom Track et Interior Non -Load Bearing Wall 3 (2 Member Beam Netts 6i0 SCREWS 0 IP) ID EA MEMBER TOP & BOIL (3) Member Beam 1. TOP AND BOTTOM TRACKS SIDLL BE L SAME GAUGE AS THE BEAM MEMBERS. (E12- POEMS SEVON (4) Member Beam Typical Box Beam Details 7 MIMED SI1-_ MAILR1AL THICKNESS IN .m.32 INCHES Typical Notes: 1. META. FRAMING USED SHALL CONFORM .0 THE SHAPE. GRADE, SIZE, AND GAGE SPECIFIEM- BLSIGNATION_ REFER TO SHAPES MOTE" HY 211E STEIL STUD MANUFACTURERS ASSOCIATION, CBSP,TUTES SRAM, HE EOUIVAIEN/ AND SHALL HAVE PROPERTIES EQUAL IO OR GREATER THAN THOSE SNOW 9- META. FRAMING SIINiL HE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS. 12, 14, AND 16 GAGE ASIM A653, GRADE 50 fy = 501,31 16 AND 20 GAGE ASTM A653, GRADE33 Ey = 33851 3. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO ASIM A36 WITH A MINIMUM YIELD OF 36,000 psi. RkU nG OF ONO -FORMED META (RAMI`O SHALL CONFORM TO AWN DLL 3 AND SMALL HE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASS OF WELD_ a REFER TO ARCH TR.,JRAI DRAWINGS FOR rill 1 ASSEMBLY INFORMATION P. 0/211, IAYOUT D SIGNATTONS/IPTENTS 6 PROVIDE NI I -HEIGHT C0M100182 SHEATHING ON BOTH SIDES 2 DO NO1 SECURE GAP 10 SLOTTED DEFLECTION TRACKS 8 NANSUM PENETP ON WCDYII THROUGH BARRED), WWI SLOPS SHALL BE STUD HETI - ;/2" OR STUD DEPTH/2, ltiM1CHLIJR IS LESS DO NOT CUT SILO FLANGES Typical Metal Framing Properties 1PLE SPID. GAUAL TO MA1CIi ADJACENT WALL STUDS ®16"aa (0A ) TRACT( TO (MATCH BOXED HEADER PER PLAN 508T12554 II( AB N01;= ,LAMB STUDS ARE IN ADDITION TO EPIC (E124ga ROOF DECK PANELS (2)6005162SP HEADER PER 1152 (E)Z-PURLIN$ BEASEEN (E) PURLINS. ATTACH 10(E)PURLINS PER 12AS2 'T FOR CALLOUTS IN COMMON SEE 12152 Top of Wall Perpendcular to Purloe 1 1 CONE 600T16254 WA( 1610('\ SCREWS(,➢ EA STUD 8005LT24054 SLOTTED DEFLECTION TRACK WI _ (3) ))t0 SCREWS AT EACH LEG TO STUD ABOVE. WALL STUD PER PLAN SLOTTED TRACK AT TOP OF .JAMB PER 11152 OR 12I52 COPE ITANGLS 10 ALL FOR CON1d. TO WALL STUD. PROVIDE gB TIK SCREWS ©ecc MAY. svervs min.) 16go ANGIE CUP F. & B W/ () 0 FEK SCREWS IA 116 or COPED TRACK W/ (2) @a TLK SCREWS ,C JAMB (2) 8008162254 JAMB e STUD Non -Bearing Wall Opening 6605132-5A STUD @ Was 16ga CLIP ANGLE WA (4)9(10 SCREWS Top of Wall Parallel to (E PurIIns 12 s STRUCTemnd ENGINEERING NMS NMS LSD..... LSD City of Tukwila - Police Evidence TI ',. 11210 Tukwila InternaMOnal Blvd Tukwila, WA 98168 I,. Miller Hayashi 118 North 35th SC Sulte 260 Seattle, WA 98103 Details oTscr 001 e2-2026-01 S.2 215 ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1 SYMBOL DESCRIPTION .1, LIGHTING OR POWER PANELBOARD CONDUIT DOWN MERIANICAI EQUIPMENT CAI l OUT 7 ""'N'NENT:ER7TAN71=0'P'S 4 C'l '""'T T RO'll TEN TO BE OWNER PROVIDED OWNENTIrE'V" " ' ''''""' 0 EURPMENT CONNECTION WITHLKEID TIGHT FLEX TO MATO, EQUIPMENT —5 E., SPECIAL RECEPTACLE-1 YPE TO MATCH EQUIP SERVED VERIFY REQUIREMENTS Y, 1ELECOMMUNEA HUNS 01_,E, SUBNUMBLREEAN 1 ITV OF DROPS , L 0 0.00 mcyr orR CONNECTION Ir SINGL E DATA DROP NON -FUSED DISCONNECT SWITCH RATING AS SHOWN ON SCHEDULES • GROUNDING ELECTRODE PER CODES '.';'*1 ,F5'07ATSTX13-F,PTL'jCU'NMIZDTI'llT1=7 "' ''' = — — f= Q SECURITY SYSTEM PANEL CONDUI T UNDERGROUND ACCESS CONTROL PANEL WALL ERN, IED DA TA RACK ,25 ' ffNtrT 1%°N.-ITITR'SERErgn1== ZN'S'IRASLUnTrAUL CONDUITS) === ' 'R.- El. "'R RAT' ''''''" === ENC. ORD CIRCUIT MEANER DISCONNECT 02 a REMOTE INTERCOM MODULE MOTION DETECTOR M ._7_ 0 El CODE SIRD PULL9OX WITH COVER a 03 MANUAL MO TOR STARTER RN H OVERLOAD morEc non) VAR.,. FRECNJENCY DRIVE (VRED,,,,,RNISI,rn , ro C u01 CODE SIZED HANDROLC WITH NON... COVER ON= AS SHOWN) caL SIG. JUNG Ha BOX W/ I H COVER PLA I E I 0 I0 00 0,0 Fl FCTRIO STRIKE ,g, A A a (fc, e,IG DEVICE INDIC,. A -ABOVE COUNTER WA -WEATHERPROOF TR-TAMPER RESIST ANT le = 1SOL ATED GROUND 0= = RONK OUTLET S = CONTROLLED RCCEPTACLE_ H,, GROUNDING RECTRODE ROD/CONDUCTOR URN - TES r WEIL) 1 0 1R0-6,,EN AA,1 93-p El 0 LE 03 GROUND BUS BAR NEFER 10 DETAILS AND SIEGIFICA HONS. El FCTRICA1 METFR (th 0-0 DUPLEX RECEPTACI E CEILING mar,. co0 0cL L__ 00_ Li_ ACCE S.5 CONTROL RYPAD ------------------------------------- CAULL TRAY RN' - MUNI ENG HEIGHT OF GABE 1 RAY 41) i 8 DUPLEX RECEPTACLE CEILING MOUNTED LEP, EX RECEPTACLE GNCI TV, SECURITY SUNS1 NM CAMERA 1 4 TWO DUPLEX RECEP1ACLES IN COMMON BACKBOX AND COVERPLATE L - 1.----2VER'AD '''' ''' '''''''' __________ _33333333333333333333333333333333333333333333333333333 .3 6 3333 _33 6 Ph° DUPLEX GEC, RECtl. TARES IN COMMON BACKBOX AND COULRPLAI E 3 „R„„,„„3,,, ---------------- HAI F CON1ROLLED DUPLEX RECEP1 ACE El,-.?..,", 1 '---11N- ..A.N. HALFRONTROLLED DOURE DUPLEX REC,TACLE TYPICAL LIGHT FIXTURE IDENTIFIERS — I ,GHT FIXTURE TYPE SFF I 1GHT FIXTURE= SCHEDUI F - Oi'ItH'I_TOTOCNLE1 IDCALLCgELAY INDICATED BY LP WHERE N INDICAIES NUMBER SEE LCP SCHEDULE ErtZ-NljA=NI'LSA'NLTER=DS"'"ES ' ' Iel 1 ER1 LIGHT . DRAWING LIST R NO ELECTRICAL GENERAL NOTES & ,C=END ER1 LEVEL REFERENCE RAN E.2 01 LEVEL 1 POWER SYSTRAS .01 LEVEL 1 LIGHTING E7 01 -PANEL SCHEDULES E8 01 - ONE LINE DIAGRAM UTP/FIBER CABLE SCHEDULE TYPE DESCRIPTION REMARKS OI (1)12 S1 RAND SINGLEMODE INDOOR...MOOR FIBER OP TIC CABLE 1,2 NN. UM ,. NOTEN I N,...L=UN:CATION CABLES SHALL BE TERRE,. Ai 2 Fr,g, UFIN DEDICATED 3. INNEROUNT -RROuGNI CONN, RR., ER014 PONCE EVIDENCE TO WALL MOUNT DATA RACK DIAGRAM STAMP CONSO EKE, Miller Hayashi Architects PLLC AlstItt SSIt St Suge EEO Seat. wasKr],on E8103 S34 617 Pro.00.2219 26 TRES WEST ENGINEERS 73:= 01 1 1 I=I 06006060 SUM., OFPARTIWENT, STAMP DETAIL NOTES, 0 PROVIDE 19" WALL MOUNT CABINET WITH COOLING,. OPTION EOR IDE EQUIPMENT 0 PROVIDE UTP WIRE MANAGEMENT PANELS AS SHOWN CDPROVIDE FNACK NIOUNTED CAT 6 NIODWAR TO 11C LITP RAI CH PANE A. TERMINA IL ALL HOREONIAL LUP CABLES 0 GROUND CABINET TO CLOSEST NEC RECOGNIZED GROUND PROVIDE #6 ARO INSULATED Cu GROUND FROM 61-.4_,NO LUG ON CABINET TO GROUND GROUND LUG ON CAE., tO BE ORTRONES PROVIDE !OEN TERMINATION UNE CONNECT SINGLLMODC ERR FRONIMDF 0 PROVIDE RACK MOUNTL. OUTLET SURGE PROTECTOR 0 SPACE RESERVED OWNER EQUIPMENT A BREVIATIONS ABBRV DESCRIPTION ACP ACCESSIBLE CARD PATH AFC AVAII ABLE FAULT CURREN1 AFF ABOVE FINISHED FLOOR _ARTS __AUTOMATIC TRANSFER SWITCH AL ALUMINUM BKR BREAKER CONDUIT CKT CIRCUIT CO CONRIT AND RN, WIRE ONLY COMM COMMUNICATION RS CLOCK SPEAKER CU COPPER DISC DISCONNECT EC !RR TRICAL CONIRAC TOR ENCL OSED CIRCUIT BREMER -Ear (E) EXISTING FUTURE RURNACE FARENHEIGHT AAP FIRE MAMA ANNUNCIATOR PANFI. FAR, FIRE ALARM CONTROL PANEL G. G. GROUND GRCN,ND FAU1 T CIRCUIT INTERRUPTER GER GROUND FAULT PROTECTION FIN HANOIELE IDE INTERMEDIAIE DISIEBUTION FRAME LOP LIGHTING CONIROL CENTER LTG LIGHTING LV LOW-VOL-3.E MC MECHANICAL CONTRACTOR MOE MAIN DISTRIBUTION FRAME N1DP MAIN DIS1 RIBUTION PANEL MEGH MECHANICAL MH MANHOLE MLO MAN LUGS ONLY MRS MOTOR RATED SWITCH NI NEW N NEUTRAL NEC NA TIONAL ELECt R1CAL CONE 0,33 =7=33. OL 03ERLOAN P PHASE POLE PNL PANEL, PANELBOARD PS PROJECTION SCREEN PV PHOTOVOLTAIC ROPI RECER ACE RFT REFERENCE REFRIGERATOR REX REOLIFST-TO-FNIT SDP SECONDARY DIVRISUTION PNL SPD SURGE PROTECTION DEVICE SPECS SPECINICA1 IONS SIR SHUNT -TRIP BREAKER SW SWITCH TEL TEEPRONE IC TEECONUEINICA1 ION THRU IIIROUGH YPI TYP1CAN UNO NNtESU NORD OTHERWISE MI WATER HEATER VVP WEATHERPROOE XFMR TRANSFORMER GENERAL NOTES 1 ALL ELEC TRICAL 5.1 EMS TO Bt INS1 AILED FERN., =WO 2020 NEC AND 2016 WASHINGTON STATE ENERGY CODE 2 PROVIDE ANI., MATERIAL AND LABOR RELATED TO THE INSTALLATION OF ELEC REGAL DEVICES PENE TRA TING IN TO OR THROUGH FIRE RA TED WALLS Fl OCRS, OR CEI1 1NGS, ROI I THAT THF FERE RATING Or THE RN I. IS MAINTAINED 3 ALL FLUSH MOUNT EQUIPMENT CABINETS AND PANELBOARDS SHALL HAVE NAOTORY TYPE ELUSH MOUNT TRIM INT FOR COMPETE INSTALLATION a PROVIDE COMPLETE WORK OR REQUIREMENTS AS DESCRIBED ON LEGEND 5 DO N0R AKE MEASUREMEN TS FROM PLANS FON DEVICE LOCATIONS FIELD VERIFY EXACT DEVICE AND EM1IPMENT LOCATIONS AND MOUNTING / EIGHTS TH ARCHITECT AND OWNER'S REURESEN TA T1VE FOR PROPER INSTAL, NON 6 REI- ER TO EQUIPMEN T SCHEDULES FOR WIRING REQUIREMENTS NO NDICARD ON POWER PI ANS 7 PROVIDE L WIRING TO PANFI AND POWER D.STR.R.TION EQUIPMENT IN ACCORDANCE WITH ONE NINE ROWER DIAGRAM 8 NCI UDE COST OE PROVIDING ALL ELECTRICAL CONNECTiONS AS REQUIRED OR RILL OPERAT.ON Of AL 13 OWNER NURNISI ED, CONTRACTOR INSTALLED EQUIPMENT SEE ARCHITECTURAL DRAWN. TO VERIFY LOCATIONS 9 COORDINATE PAINTING WORN OF ELECTRICAL ITEMS WITH GENERAL CONTRACTOR IN VERIFY ALL =EWING FIXTURE TEES. VOLTAGE, AND MOUNTING METHODS TO SUIT BUILDING STRUCTURE, CEILING SYSTEM, TRUSS, JOISTS, AND SUPPORTING SURFACES ALL FIXTURE MOUNTING HEIGH'S SHALL BE APPROVED OR AS DIRECTED 5Y THE OWNERS REPRESENTATIVE VERIFY CORRECT CA TALOG NUMBERS PRIOR TO ORDERING ON =IX TURES. REFER FO CONTRACT DPNWINGS FOR,OCATIONS OE BATTERY PACK IN FIXTURES. ALt. SUBSTITUTE LIGHT FIXTURES NEST BE SUBMITTED FOR APPROVAL PRIOR NO RD APPROVED SUBSTITUTES WILL BE IDENTIFIED IN THE ENECTR.CAI, ADDENDUM. PROVIDE ONLY THE APPROVED SUBSTITUTE FIXTURES OR THE EXTURUS AS SPURNER FIXTURES MTHOUT PRIOR APPROVALS MLL NOT BE ALLOWED FOR SUBSTITUTION AFTER BIDS. , PROVIDE SEPARATE NEUTRALS FOR ALL INDIVIDUAL CIRCUITS COMBINING CIRCUII S AND HOMERUNS IN SINGLE CONDUIT ALLOWED AS LONG AS CONDUCTOR IS SIZED PROPERI ACCORDING TO NEC TABLE 310 15,N11 12 WIRING SYSTEMS SHALL BE CONCEALED WHERE POSSIBLE EXCEPT IN ELEC TRICAL ROOM MECHANIC, ROOM AND U1ILI TV AREAS OR AS OTHERWISE NOTED NO WIRING SYSTEMS SHALL BE SURFACE -MOUNTED TO BUILDING EXTERIOR -13 ALL AREAS OF BUILDING ARE 10 HAVE CONDUIT AND BOXES RECESSED WA1 I S UDING OAST IN PI ACE CONCRETE 14. EXTERIOR MOUNTED ELECTRICAL DEVICRS AS D.SOONNECT SWITCH, STARTER, SPEAKER, FIRE ALARM HORN, ETC, SHALL BE NEMA-3R WEATHERPROOF COVENS, 15 VERIFY WEIN CABINET INSTALLER NOR ALL CABINET LOCATIONS. OIMENSIONS, AND COUNTER HEIGHTS PRIOR TO OUTLET ROUGH-1N. OUTLETS LOCATED ABOVE COUNTER AR TO SE INSTALLED -.CENTERLINE ABOVE COUNTERTOP BACKSPLASIN AS DIRECTED OR INDICATED IN SPECIFICATIONS. VERIFY HEIGHT WITH OWNERS REPRESENTATIVE OF ANY LOCATION THAT WILL NOT ACCOMMODATE MOUNTING HEIGHT 16. DO NOT INSTAL.. ANY RUSH WALL OUTLET BACK TO NAGE A MINIMUM OF 2.n.. SEPARATION IS REQUIRED BETWEEN ANY OUTLET INSTALLED ON FIRE ..TED 17 NSTAIIATION OF UNDERGROUND WIRING SYS-FR/S.5,1AI INCI,UDF EXCAVATION CUTTING PATCHING BACKFILL AND COMPACTION DO NOT CUT OR DAMAGE ANY EXISTING UTILITIES STRUCTURAL MEMBERS OR BUILDING FOUNDATIONS VERIFY EXISTING CONDITIONS PRIOR TO EXCAVATION WORK NNW.. COST NOR UNDERGROUND LOCATOR SERVICE TO IDCNNIFY LOCATIONS OF EXISTING COMPONENTS HAND EXCAVATE IN LOCATIONS WHERE EXISIING UNDERGROUND COMPONENTS ARE SUBJECI TO DAMAGE REPAIR DAMAGE TO EXISTING UTILITIES OR BUILDING STRUCTURE TO OWNERS SAN. AC-110N AT THE CONIRACTRE EXPENSE 18 ONE LINE DIAGRAM AND CONDUIT ROLNIING ARE SCHEMATIG A. DO NOT SHOW EXACT PHYSICAL ARRANGEMENT OF EQUIPMENT WHERE INDICATED ON DRAWINGS JUNC NON BOXES AND PULLBOXES ARE MINIMUM REQUIREMENTS PROVIDE RITTNGS AND PIJI I DOXES OE APEQUATE SI, IN THE RACEWAY SYS TEM WHEREVER NECESSARY OR REQUIRED BY NA NONAL ELECTRICAL CODE 'C'RELTEM'EASI-S'S°P7CCIF7A'N'LSYTI'Z'A'-E7-0 IrT',=111,7GS OR APPROVED EN -STRUCTURAL ENGENEER RN NOR CONDUCTOR RATING AMPACITY SEC N. TABLE UR 16 RI MINIMUM CONDUCTOR SINE UM NDA CIRCUITS 412 COPPER SKETCH EAG City Of Tukwila Tukwila PD Evidence Vehicle Secure Storage 11210 Tukwila International BI0 Tukwila, VVA 98168 NOTE. DRAWING SET SCALED FOP 231,66 SHEET 0 MILLER HAYASHI ARCHITECTS FRC REV, ,ONS REEF Bid Set 03/05/2026 SHEET F ELECTRICAL GENERAL NOTES & LEGEND E1.00 Fleet & Facil 216 PLAN NOTES 101 EXISTING MDF ROOM ON MEZZANINE IN TFIIS LOCATION. 102 ROUTE 1 1 12."C FROM POLICE EVIDENCE DATA RACK TO MDF ROOM. FOLLOW BUILDING LINES. TERMINATE FIBER IN LOCATION DIRECTED BY CITY OF TUKVVILA. 103 ALTERNATE #1: PROVIDE PATHWAY AND BACKBOX FOR NEW SECURITY CAMERA BACK TO MDF. VERIFY MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN. ,ID LEVEL 1 - REFERENCE PLAN ARCH,ECI Miller ilayashl ArchKects PLLC STAMP 4,, CONSUL,' AN r BUILDING DEPAHIMEN I '5 SIAMV City Of Tukwila Tukwila PD Evidence Vehicle SKL7CH TAG F.V.ONS PHASt Bid Set LEVEL 1 - REFERENCE PLAN Secure Storage g DASt SHEETNO A 47,ge '7 TRES WEST ENGINEERS 11210 TukMla Internatonal Blvd E1.01 03/25/26 Tukwila. WA 98168 NO.: DRAWING SET SCALED FOP 2.38 SHEET 0 lulttl. HAYASHI ARCHITECTS PUG 03/05/2026 217 (E) EAST - LEVEL 1 - POWER & SYSTEMS (E) BLDO-SHOWN FOR REFERENCE- NO WORK AREA OF WORK PR-18 203 10 LPR-18 SEC 208 LPR-31 6 PLAN NOTES 201 PROVIDE PATHWAY AND BACKBOX FOR ACCESS CONTROL AND INTRUSION DETECTION AT THIS DOOR. 202 PROVIDE PATHWAY FOR INTRUSION DETECTION SYSTEM AT THIS DOOR. 203 PROVIDE BRANCH CIRCUIT AND RECEPTACLE AS INDICATED FOR NEW SECURITY PANEL, PROVIDE BACKBOX AND 1"C TO STRUCTURE FOR SECURITY PANEL. SECURITY PANEL TO BE PROVIDED BY OTHERS, 204 PROVIDE CONDUIT PATHWAY AND BACK80X FOR NEW SECURITY CAMERA BACK TO POLICE EVIDENCE DATA RACK, VERIFY MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN, 205 MAINTAIN REQUIRED CLEARANCE AT EXISTING ELECTRICAL PANELS. REFERENCE NEC 110.26. 206 PROVIDE NEW DATA RACK TO SERVE DATA, CAMERAS AND SECURITY FOR POLICE EVIDNENCE SPACE. PROVIDE 12-STRAND SM FIBER BACK TO BUILDING IDE. SEE DETAIL t ON DRAWING E1 00. 207 PROVIDE PUSHBUTTON CONTROL FOR MOTORIZED DOOR. PROVIDE ALL W IRING NEEDED FOR COMPLETE OPERATION OF MOTORIZED DOOR. 208 PROVIDE RECEPTACLE MOUNTED ON UNISTRUT AT LOCATION INDICATED FOR MOTORIZED DOOR OPENER, COORDINATE INSTALLATION LOCATION WITH ARCHITECT AND OWNER PRIOR TO ROUGH -IN, Key Plan NTS Miller H v hl A n t PUG STAMP cas e* CONSUL,'ANr aotwtNGoEPAwrMENrasrAMP City Of Tukwila a r..e,AG n,Ne1 Bid Set SYSTEMSLEVEL 1- POWER & Tel 206 Tukwila PD Evidence Vehicle s q• � } ' TRES WEST ENGINEERS Secure Storage 11210 Tukwila Internatonal Blvd Tukwila. WA 93168 �Tr oe�J J 26 �OC/�O�V SHE`TNO 2 .O 03/25/26 NO. DRAWING SET SCALED FOP wx SHEET 0 Nttl. HAYASHI ARCHITECTS Puc 218 ALTERNATE F2 AREA TYPE FIXTURE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP LIGHT FIXTURE SCHEDULE WATTS FIXTURE COLOR TEMP DELIVERED LUMENS r COMMENTS PI LED ROUND HIGHBAY COOPER SSLED-LDS-24-M-UNV-L840-CD2 LED 190 VA 4000 K 24000 PROVIDE WITH ZW-SWPD3 INTEGRAL OCCUPANCY SENSOR. CONTROL AS INDICATED. FIELD VERIFY MOUNTING METHOD AND CORD LENGTH. 0 (E) EAST - LEVEL 1 - LIGHTING 0 GENERAL NOTES 1 LITHONIA AND COLUMBIA ARE APPROVED EQUALS SUBJECT TO APPROVAL BY ENGINEER AND OWNER. PLAN NOTES 401 DEMOLISH EXISTING EXHAUST FAN. REMOVE CONDUIT AND CONDUCTOR BACK TO SOURCE. 402 ALTERNATE #2'. REPLACE EXISTING LIGHT FIXTURE. SEE ELECTRICAL FIXTURE SCHEDULE THIS SHEET. MOUNT FIXTURE IN SAME LOCATION AS EXISTING. 403 DEMOLISH EXISTING LIGHT FIXTURES IN THIS AREA. INSTALL LIGHT FIXTURE ON UNISTRUT INFRASTRUCTURE AS INDICATED. SEE ARCHITECTURAL FOR ADDITIONAL INFORMATION. 404 BASE BID: INSTALL NEW LINE -VOLTAGE SWITCHES AND CONTROL EXISTING SWITCHLEGS. EXTEND CONDUIT AND CONDUCTORS AS REQUIRED. ALTERNATE k2:PROVIDE (3) LOW VOLTAGE SWITCHES TO CONTROL NEW LIGHTS. MAINTAIN EXISTING SWITCHLEGS. EXISTING SW ITCHLEGS TO BE CONFIRMED IN THE FIELD. 405 PROVIDE NEW LOW -VOLTAGE SWITCH TO CONTROL LIGHTS IN POLICE EVIDENCE AREA. PROGRAM LIGHTS IN POLICE EVIDENCE AREA TO BE AUTOMATICALLY TURN ON WHEN ENTERING SPACE. LIGHT SWITCH TO ALLOW FIXTURES TO BE TURNED ON TO 100%. FIXTURES TO BE TURNED OFF WITHIN 20 MINUTES OF ALL OCCUPANTS VACATING AREA. LIGHT SW ITCHTO HAVE ABILITY TO TURN FIXTURES OFF AT ANY TIME. 406 DEMOLISH (3) EXISTING LINE -VOLTAGE SWITCHES. PROVIDE ANY REQUIRED SPLICES AND/OR TERMINATIONS TO RECONNECT EXISTING LIGHTING CIRCUITS. BASE BID NARRATIVE BASE BID INCLUDES RELOCATION OF LIGHT SWITCHES TO SERVE EXISTING LIGHT FIXTURES --- IN WAREHOUSE AREA. ALTERNATE #2 NARRATIVE ALTERNATE #2 INCLUDES REPLACEMENT OF EXISTING FIXTURES IN WAREHOUSE. UTILIZE EXISTING WIRING AND PROVIDE WITH INTEGRAL OCCUPANCY SENSOR. OCCUPANCY SENSOR SHALL NOT REQUIRE ANY ADDITIONAL WIRING TO CONTROL FIXTURES. INSTALL STANDALONE CONTROL HUB THAT DOES NOT REQUIRE NETWORK CONNECTION. CONTROL SEQUENCE: LIGHT FIXTURES SHALL AUTOMATICALLY TURN ON TO 50% UPON OCCUPANCY. LIGHT SWITCH TO ALL OW FIXTURES TO BE TURNED ON TO 100% FIXTURES TO BE TURNED OFF WITHIN 20 MINUTES OF ALL OCCUPANTS VACATING AREA WITHIN 20 MINUTES. LIGHT SWITCH TO HAVE ABILITY TO TURN FIXTURES OFF AT ANY TIME. Key Plan NTS ARCH,CI Miller ily hi A h „I PLLc STAMP ., Jf‘rl BUILDINGENrssrauu CityOf Tukwila SKL7CHi4G ReV I s,ovs Bid Set LEVEL 1 - LIGHTING Tel 206� Tukwila PD Evidence Vehicle ENGSI WEST Secure Storage DASt ENGINEERS ENGINEERS 11210 Tukwila NtA 98168 Blvd. Tukwila. WA 98168 03/05/2026 E4. 1 03/25/26 NO. DRAWING SET SCALED wazaas SHEET 0 Nxl.[s HnvasHl.wctfrtEcis PUG 219 Switchboard: MSB1 Loeeee.e, Er=:= Vo11.080.277 Wye A.I.C. Rating, Phases: 3 Mains Type: Mae. 4 Mains Rating, 1200 A ?NCB..., 1200 A CKT It of Poles Frame Size Trip Rating Load 000 A 20 A 28731O VA 3 .0 A Oa A 35274 VA 3 — 400 A 20 A 60342 VA 4 ar,e81 M.( 400 A 20 A 4800 VA 8 ...lent .0 A 20 A .1. VA 20 A 40. VA 7000 VA 20 A 62. VA 9 ...lent t A 290 Load Classification !J.Tl7O Motor Cortocstel,OvLooad Total Conn. lea. 434.0 VA Total Amps: S.2,74 Receptacle 6'07:2 VV'A .140 VA 100 00. 70O7 VA 100.00. 61 33. """""""""TTZEF.W.ltVa.27,S1:°3 VOA Total Conn.: 529 A Lohlittg 31593 VA Total Est. Demand: 516 A a800 VA Computer Branch Panel: LPR Supply Krona Mounting: CKT Circuit Description Trip Polo BATH & STORAGE LIGHTS O RECEPTACLES 20 A SPARE 20 A 13 17 21 23 25 0.1 EX -MOORS SPARE SPARE GAO UNIT HEATER HOF WAIER EGRESSetICOETES EGRESS...EVES EGRESS...EYES N101 OR DOOR OPERATOR S CENTER age^ EXISTING PANEL load Classification 720 VA t000 20 A 1 20 A 1 0 VA 30 A Total Load. .8 8 VA Total Amps. A Volts: 1.20/208 W. Phases' 3 Wire. 4 0 VA 720 VA 11336 VA aS A Connected Load Demand Factor Mains Type: MOB Mains Rating: 200 A ...Description 20 A OA SPRINKLER COMpRE.2l7 REGEPS N W RECEPS W WALL 1 20 A RECEPS N WALL 24. 2 30 A PRESS.. WASHER 12876 VA 108 A Estimated Demand ME,. DAMP., / TIME CI CK POW!. R. 20 A EF-C EAST SHOP EXHAUST FAN 20 A CEIL ING FAN 20 A MOTOR IDOOR OPERATOR - NW AA N,1,OLOR DOOR OVERA101, NE rO r4:: 30 1.12 VA .0 VA .20 VA 5a68 VA 100.00, 100 00, .912 VA .0 VA 100.00. a5O0 VA Tot. Conn. Load: 3.6100 VA Total E. Demand .655 VA Total Conn 100 A Receptacle 3600 VA Total Est. Demand: 102 A Revision No., O. INDIC,. NEW LOAD EXIS MG BREAKER I ERMINA CONDUC MRS re EXIS ONG BREAKER Miller ilayashl ArchK,Is PLLC STAMP .4 CONSUL,' AN r BUILDING DEPARIMEN I S VOW, City Of Tukwila SKL7CH TAG F.V.0,1.S PHA.. Bid Set PANEL SCHEDULES "eV.] .. St Outo 200 Tel 296 634 0171 , _ f ed, ,., TRES WEST ENGINEERS Tukwila PD Evidence Vehicle Secure Storage g Internatona 11210 Tukmla l Blvd DASt SHEET NO E7.01 03/25/26 Tukw Ela WA 98168 NO. DRAWING SET SCALED FOP 2.38 SHEET 0 MU. HAYASHI ARCHITECTS PUG 03/05/2026 220 PANEL KHOR iry Lq J "" POTENTIAL WORK IN THESE PANELS PANEL ELECTRICAL ONE -LINE DIAGRAM r CAE NONE 6-555 2SETS 3B3/0 CU WELBER PNL SCL SERVICE FEEDERS OPTIONAL STANDBY 1200A. 6-POLE PANEL OErv'a VTOa OEN-i 3PH,4W 1TO<VGV:T=BASE TANK PORTABLE LOAD BANK CONNECTION PANEL I PANEL PANEL 'WELDER WEEPER WELDER' 'WEL= 661E-DEP PANEL PANEL 02 'GLUT EC Hayashi A i t t. LLC , ,a,NsUL 9pl Bk -] '�/� eu,LDNGoSP«,ML,,,53, CityOf Tukwila KETCHJa r:_v�s�ONs Bid Set ONE -LINE DIAGRAM Tukwila PD Evidence Vehicle ,a Secure Storage DATE "„0 s TRESWEST ENGINEERS RS 11210 Tukw la Inler /ai anal Blvd Tukw to WA 08168 03/05/2026 E8.01 03/20R6 xnxnn. iNcsr. BEN EP FORzx.ro sn3rr ©Mium H272315narn 3c5 PI c 221 CITY OF TUKWILA - DEPARTMENT OF PUBLIC WORKS 4/15/2026 BID TAB - TUKWILA POLICE EVIDENCE STORAGE �I t Total ENGINEER'S ESTIMATE No. Section Item Quantity Unit Unit Cost Total Cost 'SCHEDULE A- POLICE EVIDENCE STORAGE (POLICE EVIDENCE STORAGE Al Varies Building Upgrades- BASE BID SUBTOTAL 1 GMP $250,000-350,000 $250,000-350,000 A3 Varies Building Upgrades- ALT #1 BASE SUBTOTAL 1 tS $ - $ A5 Varies Building Upgrades - ALT #2 BASE SUBTOTAL 1 LS $ - $ A6 Varies Building Upgrades- SALES TAX 10.3% 1 % $ - $ SCHEDULE A ESTIMATED CONSTRUCTION COST $ APPARENT LOW BIDDER Mike Werlech Constrcution, INC Unit Cost Total Cost Peak Construction Unit Cost Total Cost American West Construction, LLC Unit Cost Total Cost Moon Construction Company Unit Cost Total Cost $ 287,635.00 $ 15,259.00 $ 30,062.00 $ 287,635,00 $ 15,259.00 $ 30,062.00 $ 34,594.47 $ 367,550.47 326,000.00 17,000.00 16,350.00 326,000.00 17,000.00 16,350.00 317,000.00 23,000.00 33,350.00 317,000.00 23,000.00 33,350.00 337,719.00 12,987.00 33,560.00 337,719.00 12,987.00 33,560.00 37,013.05 38,455.05 39,597.00 396,363.05 411,805.05 $ 423,845.00 222