The URL can be used to link to this page

Home My WebLink AboutPermit M19-0003 - SHASTA BEVERAGES - ENERGY EFFICIENT HEAT PUMPSHASTA BEVERAGE, INC 1227 ANDOVER PARK E M19-0003 Parcel No: Address: �~^�xx m�� Tukwila ~.U~� "�n . K�nx��Una Department mfCommunity Development 630USouthmenterBoulevard, Suite #1VV Tukwila, Washington 9O1O8 Phone: 206'431,3670 Inspection Request Line: 3V6-4]8'9350 Web site: http://www.TukwilaWA.gov 3523049072 Project Name: SHASTA BEVERAGE MECHANICAL PERMIT Permit Number: M19'0003 Issue Date: 1/25/2019 Permit Expires On: 7/24/2019 Owner: Contact Person: Name; NATIONAL BEVERAGE CORP 8100SVV10THST5TE4000' PLANTATION, WA, 33324 ]|MTHOMA Address 5OO5THIRD AVE S'SEATTLE WA, 98134 Contractor: Name: [N[K|m5TRYODLL[([ON5THUCToDN) Address: POBOX Z4567'SEATTLE'WA, 98l34 License No: K4[K|N[L942DVV Lender: Name: ''' Phone: (200)762-331I Expiration Date: 3/16/2020_ DESCRIPTION OF WORK: REPLACE EXISTING COOLING ONLY S-TON ACU SERVING PORTION OF OFFICE SPACE WITH MORE ENERGY EFFICIENT HEAT PUMP THAT INCLUDES ELECTRIC SUPPLEMENTAL HEAT. Valuation of Work: $13,078.00 Type ufWork: REPLACEMENT Fuel type: ELECT Fees Collected: $395.58 Electrical Service Provided by: PU6ETSOUND ENERGY Water District: TUKVV|LA Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: Permit Center Authorized Signature: National Electrical Code: vVACities Electrical Code: VVA[29646B: VVAState Energy Code: 2017 2017 2017 2015 ' | hearbycertify that | have read and examined this permit and know the same tu betrue and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state urlocal laws regulating construction nrthe performance nfwork. |amauthorized tosign and obtain this development pe+it and agree to the conditions attached to this permit. Signature: Print Name: Da This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZO6/43I'367U). Z: All permits, inspection record card and approved construction documents shall bekept atthe site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Manufacturers installation instructions shall beavailable onthe job site atthe time ofinspection. PERMIT INSPECTIONS REQUIRED 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL DESCRIPTIONS A1COUNT I QUANTITY PAID PerrnitTRAK $395.58 M19-0003 Address: 1227 ANDOVER PARK E Apn: 3523049072 95.58 Credit Card Fee 511.52 Credit Card Fee R000.369.908.00.00 0.00 $11.52 MECHANICAL 5369.29 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 . 5 PERMIT FEE 000.322.100.00.00 0.00 5262.28 PLAN CHECK FEE R000.322.102.00.00 0.00 573.86 TECHNOLOGY FEE 514.77 TECHNOLOGY FEE R000.:322.900.04.00 0.00 $14.77 TOTAL FEES PAID BY RECEIPT: R16391 $395.58 Date Paid: Tuesday, January 08, 2019 Paid By: JIM THOMAS Pay Method: CREDIT CARD 039000 Drintmd•T nsz -)rri CI 11 ,cG NA 1 nf 1 0"13111A1 1/8/2019 MerchanVtranxnohon.do?dispatchMothod=ph nn&hdnOd—tranxmcUon|d=V8V118A42-9814— [O TUxwILx ETKAKIT 6280 SOUTH[ENTEK 8LVD TUKWILx' w4 98188 206'433'1878 CITY OF TVKWILA 001734088080237446450E) Date: 01/08/2019 VISA CARD NUMBER: TRAm AMOUNT: 4pPuVYAL CD: RECORD #: CLERK ID: % 11:55:24 AM CREDIT CARD SALE *****'****5178 K $»gs.sa 039000 000 jazzel (CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF [neozr VDU[nsn) Thank you! Merchant Copy ^^^^^=° ^^'" ~° 1/8/2018 N8omhanVtronxaoUon.do?UinpatchMothod=phntTraDuuc un&hdnOdtransaction ld=0801 1 9A42-981 4... CO TVKWILA ETKAKZT 6208 SOUTH[ENTER BLVD TUKWILA^ W4 98180 206'433'1870 CITY OF TUKWILA Date: 01/08/2019 VISA CARD NUMBER: TRAN AMOUNT: APPROVAL CV: RECORD #: CLERK ID: I1:55:24 4M CREDIT CARD SALE **********5178 $395.58 039000 000 jazzel Thank you! Customer Copy K https://class ic,convergopoy.comNinuanwomhant/trannao8on.uo?dispatch methou I d=080119x42-9814A501 - 11eo.' 2/2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 Permit Inspection Request Line (206) 438-9350 Project: Type of inspection: ~G'/64C Address: Z 27 Am, Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: PArkft 0 nspect Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Ca[I to schedule reinspection. nstry Of Your Building Structural Calculation Report AIR CONDITION SEISMIC CONNECTIONS CALC Project SHASTA BEVERAGES Location McKinstry Project McKinstry Drawings Date 1127 ABDOVER PARK EAST TUKWILA, WA 98188 116030-001 S-001 12/18/18 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 11 2019 City of Tukwila UILDING DIVISION V119 0003 RECEIVED CITY OF TUKWILA JAN 0 8 2019 PERMIT CENTER EXPIRES: 9-23-20 5005 3rd Avenue South • Seattle, WA 98134 • 206.762.3311 • FAX 206.762.2624 California • Colorado • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin �ns�rry f Your Building 800.669.6223 www.mckinstry.com PROJECT SHASTA BEVERAGES TITLE AIR CONDITION SEISMIC CONNECTIONS CALC BY MMR SCALE NTS JOB # 116030 DATE 10/30/18 REF.DWG SHEET SCOPE: AIR HANDLE UNIT WIND CONNECTIONS TO THE EXISTING CONCRETE OVER METAL DECK. 2 CONFIRM ROOF SUPPORT JOIST FOR REVISED LOADS. PROJECT: SHASTA BEVERAGES 1127 ABDOVER PARK EAST TUKWILA, WA 98188 LOCATION: ROOF LEVEL GRID -NA [REF KEY PLAN] NOTES: 1. NEW AIR CONDITION (AC-1) AND ADAPTER CURB WEIGHT IS 848# WHICH IS LIGHTER THAN EXISTING AIR CONDITION UNIT WEIGHT 875#. THEREFORE, AC-1 REPLACEMENT CONSIDERED "LIKE FOR LIKE" AND EXISTING BLDG ROOFTOP STRUCTURE IS OK BY INSPECTION. 2.THE AIR CONDITION UNIT IS BEING TO INSTALL INSIDE EXISTING WIND SCREEN . THEREFORE, WIND LOAD. WILL NOT BE RESISTED BY THE MECH IJNIT AND WILL NOT GOVERN TO THE SEISMIC CONNECTION OF AC-1. DESIGN PARAMETERS: CODES: IBC 2015 EDITION ALONG WITH WASHINGTON AMENDMENTS, ASCE 7-10 LOADS: DEAD: SELF WT UNIT: TAGS: EXISTING UNIT NEW UNIT AIR CONDITION UNIT AC-1 875 660# ADAPTER CURB 188# SEISMIC: SDS = 0.954g Ip = 1.0 Ap=2.5 Rp = 6.0 z/h = 1.0 (ROOF) WIND: V3SEC = 110 MPH EXP = C IW=1.0 CATAGORY = III DESIGN APPROACH: 1. USE EXCEL SPREADSHEET CALCULATOR TO PROCESS WORST CASE SEISMIC AND GRAVITY LOADS. 2. USE HAND CALCULATIONS TO VERIFY SCREW CONNECTIONS FOR WORST CASE SEISMIC AND LOADS. 800.669.6223 www.mckinstry.com PROJECT SHASTA BEVERAGES TITLE AIR CONDITION SEISMIC CONNECTIONS CALC BY MMR SCALE NTS JOB # 116030 DATE 10/30/18 REF.DWG SHEET AIR CONDITION UNIT SEISMIC CONNECTIONS PER DETAIL 3/S-001: ===> XISTING CURB r(N) AC-1 , WT: 660 # r :.(N) ADAPTER CUB_ I WT: 188 # L r — EXISTING SCREEN (E) UNIT CURB Vu LOADING: UNIT: TAGS: NEW UNIT EXISTING UNIT AIR HANDLE UNIT AC-1 660#; 75x47x42 (LxWxH) 875#; 88x60x49 (LxWxH) ADAPTER 188#; 71x41x20 (LxWxH) CHECK SCREWS CONNECTION: SEE THE ATTACHED SPREED SHEET Nu=50# Vu = 100# RESULTANT, V = '1(N,2+Vu2) = 112 # Vs=0.7'112#=78.4# (2) # 12 TEK SELF DRILLING SCREWS Tm = .0.0428" = 43 MILS [ASSUME 18 GA] > CONTROL Ts = .216" Va = 280 # PER SCREW [REF SFIA SCREWS TABLE] SUM Va = 560# > Vs ======> OK U = VsNa = 0.14 < 1.0 ======> OK Vu (N) MECH UNIT PER SCHEDULE (N) MIN SCREWS SPECIFIED BY MANUF (N) ADAPTER CURB (N) 2 - #12 SCREWS AT EA CORNER MIN, INFILL AT 16" OC (TYP) (N) FILLER BLOCK IF NEEDED Nu NOTES: 1. NEW AIR CONDITION (AC-1) AND ADAPTER CURB WEIGHT IS 848# WHICH LIGHET THAN EXISTING AIR CONDITION UNIT WEIGHT 875#. THEREFORE, AC-1 REPLACEMENT CONSIDERED "LIKE FOR LIKE" AND EXISTING BLDG ROOFTOP STRUCTURE IS OK BY INSPECTION. 2.THE AIR CONDITION UNIT IS BEING TO INSTALL INSIDE EXISTING WIND SCREEN . THEREFORE, WIND LOAD WILL NOT BE RESISTED BY THE MECH UNIT AND WILL NOT GOVERN TO THE SEISMIC CONNECTION OF AC-1. SEISMIC ANALYSIS MECHANICAL EQUIPMENT MC mrm In Of Your Building 5eismic Demands nnNon-Structural Components (Stmmgb1ene|Fnrcem): [gll31AS[E7'l0 Design Factors: Equipment Type, Tag: Equipment Location: Equipment Weight 0Nt: Equipment Mount: AIR CONDITION + ADAPTER CURB WT. SDs: *P: vp: |� z/h: 0.954 2.5 6 Spectra|Acc, short period (T-13-6-1) (T-l3'6'l) Component importance factor Seismic Forces: Fp= � F��= �� F�min)= �y Fp(n�<Fp<�(mau� Qes�nFph= �3 [13.]'l JB [13.3'2 �3[133�H UseFp[0.�� Fp(cokc)=D4x/(ap)x(Sds)x(N/t)x(1+Jx/z1h/)1/(Rp4p) Wnrax)=1JxSdsxWtx/p Seismic Analvss;(Rigid Equipment, Limiting Transverse Width Controls OTx0I INCLUDING ADAPTER CURB HEIGHT = CGHeight= m= Service Reactions: O.21K(Per Conn) 0.I0K(+/-T&[ y of Conn) =VV/N = (Fph *CG)/dmin/(N/2) =Fpv/N (Max Tension per ASCE7,(U7):^^w+1l)E Nu= 0.05 K TENSION Pu= (Total Base Shear:) (Max Shear per Connecti Comments: COMPRESSION ULTIMATE TENSION AND SHEAR TOSCREW C{}NNECCT|{}NS | + w f | Overturning Moment Resisting Moment Equipment Operating Weight Seismic Horizontal Force Seismic Vertical Force m/m/mumWidth vrEquipment Maximum Tensile Force Maximum Shear Force Height mCenter nrGravity �403 �Z94LB� Z43LB3 Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.44307°N, 122.25115°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.431 g S, = 0.533 g SM1 SMS = 1.431 g = 0.800 g Sps = 0.954 g = 0.533 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. NICER Response Spectnim Des Ign Response Spectrum 1.65 1.10 1 1 10 13 5 0.90 1.13 0 al 1.05 0.70 0,90 1000 035 0 h0 040 045 030 0.3:1 0.15 0. 0.00 0 .r...71 0.33 040 13$40 ZO 1 .00 1.13 1.40 Le') 1 Ei0 203 13.00 coo (L)",, 040 0 1.40 0 .80 1 .00 1 .33 1 40 ItO IJ' 200 Period, T (or) Period, T (see) For PGAm, T„ C, and CR1 values, please view the detailed report. Notes: 2, MATERIAL: 18 ga. GALVANIZED 4, INSULATION: 1" 1 112 LB DENSITY 22 18" 25 IV 20" 33 1 6" 70 718" 68 114" INSULATED COVER DIMORSPINED TOLERENCE0 PER ANSI YlASPILIVA2 31 FA" CURB SHOWN IS CDI STANDARD CONFIGURATIONCDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CD' MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. EXISTING CURB LAYOUT 28 A" 17 3/8' 14 518" 66 3/4" \ REVISIONS DESCRIPTION INITIAL DRAWING CURB WAS 30" TAU 33 18" SUPPLY DATE 7/20/06 11/30/09 APPROVED MWG CURB WEIGHT (LAI APPROVALS DATE 'VERIFY EXISTING CURB OD *VERIFY SUPPLY AND RETURN OPENINGS *NOTE ANY CHANGES TALL WITH ANY QUESTIONS FAX BACK IF DRAWING IS OK AS IS 188,09 arAa, mgreenwood 1111.0DERIME 61ROSAERANCEI ton 061.5 AN.K9 MOM OW Monday, November 30,2000 2:2321 PM ORIERIMME A1101,19ft Pam; INIAMILE PAP4091, 11560 TILER ST NW CI)IELK RIVER, MN 5910 (763)3914790 (76313914W 1000 1-3505-4000 QUOTE #: 'MOW: 0000 DUMP • 11505-4000 srxt. 1:20 KV 1 Of 3 CPERMIT COORD COPY c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0003 PROJECT NAME: SHASTA BEVERAGE SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter #_ DATE: 1/08/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: S Ai \ Cl Building Division ilk Public Works .10 R- 41fA Fire Prevention Structural Planning Division Permit Coordinator IF PRELIMINARY REVIEW: Not Applicable 7 (no approval/review required) DATE: 1/10/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie.. Zoning Issues) DUE DATE: 2/7/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire I=1 Ping El pw 1:1 Staff Initials: 12/18/2013 home Espanol Contoct Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Al, Index Help My thl Workplace Rights Trades & Licensing MCKINSTRY CO LLC Owner or tradesperson Principals ALLEN, DEAN CHARLES, PARTNER/MEMBER Hagar, Joseph Donald, PARTNER/MEMBER PEDERSEN, JAMIE D, AGENT MOORE, DOUGLAS JAMES, PARTNER/MEMBER (End: 03/01/2018) ALLEN, DAVID EDWARD, PARTNER/MEMBER (End: 03/01/2018) TEPLICKY, JOSEPH WILLIAM, PARTNER/MEMBER (End: 03/01/2018) Doing business as MCKINSTRY CO LLC WA IJBI No 602 569 922 PO BOX 24567 SEATTLE, WA 98134 206-762-3311 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations, Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MCKINCL942DW Effective — expiration 03/16/2006— 03/16/2020 Bond WESTERN SURETY CO Bond account no 929511574 $12,000 00 Received by L&I Effective date 09/02/2010 09/09/2010 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $2,000,000.00 ' Policy no, VTC2KC05643139011N018 Received by L&I Effective date Help us improve 11/14/2018 ,/N 01/31/2018 Expiration date 01/31/2020 Travelers Indemnity Company Th $2,000,000.00 Policy no. VTC2KC05643B901IND14 Received by L&I Effective date 11/15/2017 01/31/2014 Expiration date 01/31/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 15-2-00291-9 Complaint filed by INSULATION SPECIALISTS INC Complaint date 12/16/2015 L&I Tax debts Dismissed Complaint against bor.d(s) or savings 929511574 Complaint amount $229,702.21 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Self Insured. This business is certified to cover its own 706,165-00 workers' comp costs. No premiums due. Doing business as MCKINSTRY CO Estimated workers reported N/A L&I account contact (360)902-4817 Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works -projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past :safety and health ‘Aolations found on jobsites this business was responsible for. Inspection results date 08/29/2018 Inspection no. 317950323 Location 15500 Simons road north east Kenmore, WA 98028 Inspection results date 01/24/2017 Inspection no. No violations Under appeal. The results of the inspection are being challenged. Help us improve 317943177 Location 3411 S. Union Ave Tacoma, WA 98409 Inspection results date 09/10/2014 Inspection no. 317420271 Location 16106 E. Indiana Spokane, WA 99216 Inspection results date 02/11/2014 Inspection no. 316962778 Location 801 E. Wheeler Road Moses Lake, WA 98837 Inspection results date 02/06/2014 Inspection no. 316960889 Location 7761 Randolph Rd Moses Lake, WA 98837 Date of appeal 04/27/2017 Violations No violations No violations g Washington Slate Dept. of Labor & Industries. Use of this site iS subject to the laws of the state of Washington, Help us improve ■ GENERAL AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AFC ABOVE FINISHED GRADE BHP BRAKE HORSEPOWER BOP BOTTOM OF PIPE BOT BOTTOM CIL CENTER LINE CLG CEILING CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE CO2 CARBON DIOXIDE CSR CURRENT SENSING RELAY DISCH DISCHARGE DN DOWN DS DISCONNECT SWITCH; DOOR SWITCH (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR; END CAP EP ELECTRICAL PANEL; END PLUG EPO EMERGENCY POWER OFF ESP EXTERNAL STATIC PRESSURE (F) FUTURE FA : FIRE ALARM FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FLEX FLEXIBLE FLR FLOOR FP FIRE PROTECTION FTG FOOTING GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR HP HORSEPOWER; HIGH PRESSURE HTG HEATING HTR HEATER ID INSIDE DIAMETERMIMENSION IN WC INCHES WATER COLUMN MC MECHANICAL CONTRACTOR MFR MANUFACTURER MH MANHOLE MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO. NORMALLY OPEN; NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHD OVERHEAD PERF PERFORATED POC POINT OF CONNECTION QTY QUANTITY (R) RELOCATED RCP REFLECTED CEILING PLAN READ REQUIRED SECT SECTION SIM SIMILAR SPEC SPECIFICATION STD STANDARD TBD TO BE DETERMINED TI TENANTIMPROVEMENTS TOC TOP OF CONCRETE TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UG UNDERGROUND UN UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE W/ WITH W/0 WITHOUT WC WATER COLUMN WG WATER GAUGE 'C AC AIR CONDITIONING AHU AIR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT CC COOLING COIL CRU COMPUTER ROOM UNIT CT COOLING TOWER CV CONSTANT VOLUME DIFF DIFFUSER DMPR DAMPER EA EXHAUSTAIR EAT ENTERING AIR TEMPERATURE ECG EGGCRATE GRILLE EF EXHAUST FAN FCU FAN COIL UNIT FD FIRE DAMPER FM FREQUENCY MODULATION FP FIRE PROTECTION; FAN POWERED FSD COMBINATION FIRE/SMOKE DAMPER FTU FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HEATING COIL HVAC HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MA MIXED AIR MOD MOTOR OPERATED DAMPER; MODULATING MAU MAKE-UP AIR UNIT Mill MAKE-UP AIR OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RETURN AIR RAT RETURN AIR TEMPERATURE RTU ROOF TOP UNIT SA SUPPLYAIR SAT SUPPLY AIR TEMPERATURE SD SMOKE DAMPER; SMOKE DETECTOR SF SUPPLY FAN SL SOUND LINED SLSM SOUND LINED SHEET METAL SM SHEET METAL SP STATIC PRESSURE TG TRANSFER GRILLE TOD TOP OF DUCT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER PIPING BD STEAM BLOWDOWN BP BACKFLOW PREVENTER CA COMPRESSED AIR CHBWR CHILLED BEAM WATER RETURN CHBWS CHILLED BEAM WATER SUPPLY CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CNDS CONDENSATE DRAIN COND CONDENSATE CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DTR DUAL TEMPERATURE RETURN DTS DUAL TEMPERATURE SUPPLY EWT ENTERING WATER TEMPERATURE FOF FUEL OIL FILL FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT GE GENERATOR EXHAUST GWR GLYCOL WATER RETURN GWS GLYCOL WATER SUPPLY HPC HIGH PRESSURE CONDENSATE HPS HIGH PRESSURE STEAM HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY LPC LOW PRESSURE CONDENSATE LPG LIQUEFIED PROPANE GAS LPS LOW PRESSURE STEAM LWT LEAVING WATER TEMPERATURE MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM: PCW PROCESS COLD WATER PCWR PROCESS COOLING WATER RETURN PCWS PROCESS COOLING WATER SUPPLY PGWW PUMPED GREY WATER WASTE PHW PROCESS HOT WATER PHWR PROCESS HOT WATER RETURN RD REFRIGERATION DISCHARGE RL REFRIGERATION LIQUID RS REFRIGERATION SUCTION SCHWR SECONDARY CHILLED WATER RETURN PIPE SCHWS SECONDARY CHILLED WATER SUPPLY PIPE SRV STEAM RELIEF VENT TOP TOP OF PIPE HVAC PIPING FITTINGS 0 RETURN PIPING SUPPLY PIPING TEE UP TEE DOWN TEE DN W/ ELBOW TEE UP W/ ELBOW 900 ELBOW UP 900 ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW REDUCER BREAK OR CONTINUATION SYMBOL MOTORIZED 2-WAY VALVE MOTORIZED 3-WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE BALL VALVE 3-WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VALVE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3-WAY '\.^ GATE VALVE ' b' PLUG VALVE 10i BALANCING VALVE AUTO FLOW VALVE PIPING ACCESSORIES PUMP Q MV MANUAL AIR VENT ,Q AV AUTOMATIC AIR VENT QHAV HIGH CAPACITY AIR VENT SHOCK ARRESTOR FS FLOW SWITCH VB VACUUM BREAKER PRESSURE GAUGE 4 SENSOR TEMPERATURE TEMPERATURE INDICATOR FM FLOW METER Y STRAINER W/ BALL VALVE — PIPE SLEEVE ® STEAM TRAP T PETES PLUG 1 rt , ❑ SUCTION DIFFUSER W/ STRAINER I RPBP REDUCED PRESSURE BACKFLOW PREVENTER GENERAL INFORMATION SYMBOLS POINT OF CONNECTION POINT OF DEMOLITION na t rr'�> jti 5 ?s'T fCR �-^a t �..,1 8,.,� ile 10, t. (� .,5 r. u+ir fi 0 `� f:• r +f . •t � A # \;"-J ,:.1� F - ri�l� �'� �� .inn'-'E �..�• .I-a,StI1 ae , .1 r1 � c n f .i}' FN�', (� (� �-t s"-, � ., ..1... ; � 1r ({'y� � r ,r+�. �. �.�Ff•+^ "t,-ilL7,:_ti a., �.d �p4�e'_l-_t5,7 lt,,,'v,.f<`Ci �.s .r ,s,. +.. k...iG .t #�iof,..1S�,�.s .—lrs. ,.,:."t.�. �t,�y,,r; �:.°.,,: s..s t1.3: f'i -i/# f: l.r .a�,,v ls�..�i..vJ1 L'�i t':J'�S,t�tl>'i 1 tt_...�.�r..-4,• ..u: HVAC - ANNOTATION EQUIPMENT / LOUVER TAG EF-2-1 CONSECUTIVE EQUIPAOUVER # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG TYPE CODE 1 ! WIDTH 1111 HEIGHT 1 CFM IBIRDSCREEN OR SCREENED OPENING —' SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER VD MOTOR OPERATED DAMPER M AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL FIRE DAMPER THROUGH FLOOR FIREISMOKE DAMPER THROUGH WALL S S FIRE/SMOKE DAMPER THROUGH FLOOR ® Rj ACCESS DOORS AD 12x12 SL ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISER) DROP(D) TURNING VANES -'Ir> RETURN / EXHAUST/ OUTSIDE AIR --+ SUPPLY / TRANSFER AIR Ill I � I I lipill RECTANGULAR DUCT SUPPLYAIR DUCT 141 TURNING UP OR TOWARD RECTANGULAR DUCT X SUPPLYAIRDUCT TURNING DOWN OR AWAY RECTANGULAR DUCT EXHAUST OR RETURN AIR DUCT F1 TURNING UP OR TOWARD RECTANGULAR DUCT EXHAUST OR RETURN AIR DUCT TURNING DOWN ORAWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY -}--I-+-�- �-�- FLEXIBLE DUCT AND CONTROLS i 0- THERMOSTAT OS - SENSOR CO CARBON MONOXIDE SENSOR CD CARBON DIOXIDE SENSOR OCC OCCUPANCY SENSOR SD SMOKE DETECTOR GRILLE/REGISTER/DIFFUSER DOUBLE LINE I\/j CEILING SUPPLY AIR DIFFUSER CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DIFFUSER (WALL) 0 FI LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) GENERAL NOTES: 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEMS OPERATION AND MAINTENANCE MANUALS (PER 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE) D. SYSTEMS/EQUIPMENT/CONTROLS FUNCTIONAL TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2015 WASHINGTON STATE ENERGY CODE). E. TEST, CALIBRATE, AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE); PREPARE A COMMISSIONING PLAN AND SUBMIT WITH CONSTRUCTION DOCUMENTS AND PRIOR TO THE FIRST MECHANICAL INSPECTION (PER 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE); PREPARE A COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE).' 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE AND 2015 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WILL COMPLY WITH 2O15 WASHINGTON STATE COMMERCIAL ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN 2015 WASHINGTON STATE COMMERCIAL ENERGY CODE. FOR ADDITIONAL DETAILS, SEE THE PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. 11. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY MARKED AS EXISTING, EXIST, OR (E). BEHIND EXISTING SCREENING SITE / VICINITY MAP PARCEL NUMBER 3523049072 LEGAL DESCRIPTION POR OF GL 1 IN NE 1/4 OF SEC 35-23-04 - BEG NE COR OF GL 1 TH N 87-44-08 W ALG N LN OF GL 1449.48 FT TH S 01-51-39 W 458.87 FT TH N 88-08-21 W 30 FT TO TPOB TH S 01-51-39 W 411 FT TH N 88-08-21 W 470 FT TH N 01-51-39 E 411 FT TH S 8MB-21 E 470 FT TO TPOB DRAWING 1 ! M ECHANICAL SHEET TITLE M-001 MECHANICAL LEGEND, VICINITY MAP, LEGAL DESCRIPTION, GENERAL NOTES, AND BASIS OF DESIGN M-002 HEAT PUMP UNIT SCHEDULE, AND PARTIAL MECHANICAL ROOF PLAN S-01 STRUCTURAL DETAILS AND CALCULATIONS , Hl� \d Y permit No. Plan review ap��-val ;s But;tec; ro e, `�"s and omissions Approval 1 construction documents does '101I alltr.'1Ze he vu,,ation of any dopted Ode 0' e e�pt of acc�oVe� e. „opti and ordinanc s +s acKnow#edgec By. f � Date: ,tv TuKW"a BUILDIN DIVISION REVIEVV'ED FOR CODE COIVQPLIANCE APPROVED A2019 CRY Of Tukwila BUILDING DIVISION REVISIONS No chanoes snail be mane to the scone of work witnout onor apr)roval of the Tukwila Budding Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. SEPARATE PERMIT REQUIRED, FOR: ❑ Mechanical Electrical Pc lumbing as Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 8 2019 PE IVOIT CENTER ITEM # SYSTEM CRITERIA CRITERIA SOURCE CODE BASIS FOR PROJECT 1-1 CODE 2015 INTERNATIONAL MECHANICAL CODE (ENFORCED BY LOCAL JURISDICTION) CITY OF TUKWILA 1-2 CODE 2015 INTERNATIONAL PLUMBING CODE (ENFORCED BY LOCAL JURISDICTION) CITY OF TUKWILA 1-3 CODE 2015 WASHINGTON STATE ENERGY CODE CODE BASIS FOR LOAD CALCULATIONS 2-1 OUTDOOR TEMPERATURE WINTER OSA DESIGN TEMP = 24°F DB WASHINGTON STATE ENERGY CODE 2-2 OUTDOOR TEMPERATURE SUMMER OSA COOLING DESIGN TEMP = 86°F DB, 67°F WB WASHINGTON STATE ENERGY CODE SCOPE OF PROJECT: 3-1 EXISTING MECHANICAL EXISTING ROOFTOP HEATPUMP AC-1 IS REACHING END OF ITS LIFE AND IT NEED TO BE REPLACED. EXISTING 3-2 DEMOLITION REMOVE ROOFTOP AC-1 AND DISCONNECT ELECTRICAL CONNECTION FROM THE UNIT. EXISTING 3-3 NEW MECHANICAL 1) INSTALL NEW (5) TONS NOMINAL ROOFTOP HEATPUMP WITH 100% OUTSIDE AIR ECONOMIZER. (SAME COOLING AND HEATING CAPACITY AS EXISTING UNIT) 2) INSTALL NEW FACTORY ADAPTER CURB ON EXISTING CURB AND CONNECT EXISTING SUPPLY AND RETURN AIR DUCT TO NEW UNIT. DESIGN APPROACH 3-4 HVAC CONTROL DISCONNECT AND RE -CONNECT NEW THERMOSTAT TO NEW ROOFTOP UNITS. CONTROLS OPERATION TO REMAIN THE SAME. DESIGN APPROACH f Your Building McKINSTRY Cl LLC IWO ' I r TO OM16 i 1227 ANDOVER PARK EAST TUKWILA, WA 98188 REGISTRATION: MMEM ISSUES: Zd 17 a HEAT PUMP UNIT SCHEDULE DESCRIPTION UNIQUE TAG # ACA LOCATION OF AIR HANDLER ROOF QUANTITY 1 TYPE AND ARRANGEMENT (INDOOR/OUTDOOR, HORIZONTAUVERTICAL) VERTICAL MANUFACTURER DATA MANUFACTURER CARRIER MODEL NUMBER (OR CUSTOM) 50HCQA06A2A6--OAOAO CONTROL WIRING INSIDE AIR HANDLER OR BETWEEN SECTIONS BY FACTORY FACTORY CONTROL PANEL PER AIR HANDLER TO BE PROVIDED YES CONTROLS INTERFACE / PROTOCOL LOCAL T STAT OVERALL PHYSICAL DIMENSIONS LENGTH x WIDTH x HEIGHT (IN) 6'-3"X3'- 11 "X3'-6" OPERATING WEIGHT, INCLUDE BASE WEIGHT (LBS) 660 MIXING SECTION OUTSIDE AIR CONFIGURATION (END/SIDE) 777T SIDE FILTRATION FILTER SECTION (FLAT, V-BANK, OR NONE) 2" FLAT PANEL SUPPLY FAN DESIGN MAXIMUM SUPPLY AIRFLOW PER AIR HANDLER (CFM) 1,950 CFM QUANTITY OF SUPPLY FANS 1 SUPPLY DUCT DESIGN EXTERNAL STATIC PRESSURE "W.C. 0.6" SUPPLY FAN TOTAL STATIC PRESSURE (E.S.P. + INT. LOSSES, "W.C.) 0.77" SUPPLY FAN SPEED (RPM) 1223 SUPPLY FAN POWER, MOTOR SIZE, PER FAN (BHP / MHP) 1.3 BHP DISCHARGE CONFIGURATION (END, TOP, BOTTOM) BOTTOM DIRECT REFRIGERANT EXPANSION (DX) COIL DESIGN DX COOLING SUPPLY AIR FLOW CFM 1950 REFRIGERANT TYPE USED IN COIL: R410A DESIGN DX COOLING COIL ENTERING AIR DRYBULB / WETBULB TEMP. °F / °F 77.9 / 64.2 DESIGN DX COOLING COIL LEAVING AIR DRYBULB / WETBULB TEMPERATURE (°F) 54.5 / 53.8 DX COOLING COIL DESIGN COOLING GROSS TOTAL / SENSIBLE MBH 61.58 / 49.69 UNIT SEER 14 CODE MIN SEER 13 DESIGN DX HEATING OUTDOOR ENTERING AIR DRYBULB TEMP. 'F 47 DESIGN DX HEATING ENTERING AIR DRYBULB TEMP. °F 70 DESIGN DX HEATING COIL LEAVING AIR DRYBULB TEMPERATURE °F 96 DX HEATING COIL DESIGN HEATING TOTAL (MBH) 58.52 HEATING HSPF 8.2 HEATING KW 4.05 HEATING - ELECTRIC RESISTANCE HEAT ELECTRIC COIL DESIGN HEATING RATE MBH OR KW 21.1 ELECTRICAL QUANTITY OF AIR HANDLER ELECTRICAL CONNECTIONS 1 VOLTAGE / PHASE EACH CONNECTION 460 / 3 MINIMUM CIRCUITAMPACITY MCA, AMPS 48 OVERCURRENT PROTECTION INDICATE MOCP OR MFS 50 SCCR RATING (A) 5kA DISCONNECTS PROVIDED BY E.C. ACOUSTICAL & SEISMIC AHU SUPPORT ISOLATION REQUIREMENTS SEE STRUCTURAL SOUND POWER BY OCTAVE BAND RE 1OE- 12 W , DISHARGE/ INLET/ OUTDOOR : 63 HZ 89.0/88.4/57.7 125 HZ 82.4/79.1/66.6 250 HZ 74.8/66.9/68.7 500 HZ 72.3/64.9/72.9 1000 HZ 71.5/66.6/74.5 2000 HZ 66.5/61.2/71.1 4000 HZ 68.1 /57.3/67.6 8000 HZ 64.8/50.3/62.6 QUANTITY OF SEISMIC ATTACHMENTS PER AIR HANDLER TO STRUCTURE SEE STRUCTURAL MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDED PER IBC 1708.4 ACCESSORIES / FIELD INSTALLED ITEMS (LIST BELOW) 1 ADAPTER CURB 2 LOW LEAK MOTORIZED RELIEF DAMPER 3 LOW LEAK ECONOMIZER DAMPER 4 PROGRAMMABLE THERMOSTAT EXISTING AC-1 DEMOLITION DETAIL M-002 I SCALE: NOT TO SCALE SCALE: 1/4' =1'-0' SHEET NOTES: 1. EXISTING MECHANICAL SYSTEMS SHOWN LIGHT. 2. NEW MECHANICAL SYSTEMS SHOWN IN BOLD. KEY NOTES: REMOVE EXISTING HEAT PUMP AC-1 AND DISCONNECT ELECTRICAL FROM THE UNIT. INSTALL NEW 5-TONS NOMINAL HEATPUMP WITH NEW ADAPTER CURB. CONNECT EXISTING SUPPLY AND RETURN AIR DUCT TO NEW UNIT. SEE STRUCTURAL DRAWING S-1 FOR SEISMIC ATTACHMENT DETAIL. Q EXISTING SCREEN WALL. RECEIVED CITY OF TUKW!LA. JAN 0 8 2019 PERIViIT CENTER EEL iR f Your Building McKINSTRY Co, LLC REGISTRATION: DESIGNED: A. SADIGH DRAWN: A. SADIGH CHECKED: D. MA JOB NO: 116030-001 SHEET TITLE: e%:'07,1s( 10. 1:0(3 ,e S .5-,F�4� D -n0 n�rle',0 rt.s� S 'Zjl r.-4 '`IP,t r., ,js16 ^rr t 1 x !a 's :•sn.{ ,_r ;n-•'"t j //�F("� is 7`e } rsi — �.:.. r: �-,[. ;,iv ?—'SI I S£... .'°rr ..,. r: y. .:5. } }'t jj'��. ,1 t-{�Y„['� C]°'.: r.i�:-'rTM"^i'.�s� :a 'o;.�v tji;"nv. �'`t. }. 1;^:$, J /t:1:�t1{� i... �✓pJ� .....!t,� ,tss [t,J.n%: IJs VyL ;L,s v'.,A45.-r ��.. v.':J+Sr �1Jfe�..�... <..s wSi. ,..�; CF�rI Ef i.�s; ✓ ili �.. i.2...evv:4f�,.�S�iv+1! L✓�vl Yr.: w�iiJ ..vFl.v'}li».rls;'ii4 ter, GENERAL NOTES THE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IF A CONFLICT IS NOTED, CONTACT THE ENGINEER PRIOR TO CONSTRUCTION. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND FOR CHECKING DIMENSIONS. NOTIFIY THE OWNER OF ANY DISCREPANCY AND RESOLVE CONFLICTS PRIOR TO CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS INDICATED, USE SIMILAR DETAIL OF CONSTRUCTION, SUBJECT TO REVIEW BY THE ENGINEER OF RECORD. THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. THE CONTRACTOR IS TO PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO: BRACING, SHORING AND SEQUENCING TO MAINTAIN STABILITY DURING CONSTRUCTION. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE BUT WITHOUT CERTAINTY OF ACCURACY. CONTRACTOR IS TO REPORT ANY DISCREPANCY TO THE OWNER AND ENGINEER OF RECORD. THE CONTRACTOR SHALL NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE ENGINEER. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT, SUPPORTS, AND SEISMIC RESTRAINTS PRIOR TO FABRICATION. IDENTIFICATION OF EXISTING UTILITIES THAT INTERFERE WITH EQUIPMENT INSTALLATION IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS TO NOTIFY THE ENGNINEER IF FIELD CONDITIONS RESTRICT THE INSTALLATION OF COMPONENTS OR RESTRAINTS SHOWN ON THE DRAWINGS. SAWC UTTI N G/CORE-DRILLING: SUBMIT ALL SAW -CUT LOCATIONS TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO IMAGE WALL AND LOCATE EXISTING REINFORCING AND SUBMIT TO ENGINEER PRIOR TO SAW -CUT OR CORE. CONTRACTOR TO SHIFT PROPOSED OPENING AND/OR CORE DRILL LOCATION TO MINIMIZE CUTTING EXISTING REINFORCING. ALL NEW OPENINGS THROUGH EXISTING MASONRY WALLS, CONCRETE WALLS, SLABS AND BEAMS SHALL BE SAWCUT NEAT AND CLEAN; NO OVERCUTTING AT OPENING CORNER LOCATIONS IS ALLOWED. AS REQUIRED, CORE DRILL CORNER AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE MINIMUM REQUIRED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND COORDINATE OPENINGS WITH EXISTING STRUCTURE PRIOR TO CUTTING/CORING. DESIGN CRITERIA CODES: IBC 2015 EDITION ALONG WITH WASHINGTON AMENDMENTS AND ASCE 7-10 LOADING: DEAD LOADS: SELF WT UNIT: AIR CONDITION UNIT ADAPTER CURB SNOW LOADS: PG = 25 PSF IS = 1.0 TAGS: EXISTING UNIT AC-1 875 SEISMIC LOADS: SIDS = 0.954 g DESIGN SHORT PERIOD ACCELERATION IE = 1.0 SEISMIC IMPORTANCE FACTOR WIND LOADS: V3SEC = 110 MPH EXPOSURE = C IW = 1.0 MISCELLANEOUS NEW UNIT 660# 188# REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, OR OTHER DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING INFORMATION SUCH AS: SIZE AND LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS, ANCHOR BOLTS, EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. THE CONTRACTOR SHALL COORDINATE DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. SECTION -- SECTION NUMBER -- SHEET NUMBER DETAIL DETAIL NUMBER SHEET NUMBER ELEVATION 3 ELEVATION NUMBER s-3o1 - SHEET NUMBER EL TOP OF FLOOR ELEVATION GRID LINES NORTH ARROW — — — — — — — FUTURE CONSTRUCTION; ARCHITECTURAL PROFILE EXISTING ELEMENTS FUTURE ELEMENTS EARTH 1/S_201_A _ _ _ MATCHLINE 1/S-201-B f MISCELLANEOUS SYMBOLS 1 1 KEY PLAN NOT TO SCALE 01 2 ROOF PARTIAL PLAN SCALE: 1/4" = 1'-0" NOTES: 1. "N" DENOTES NEW "E"'DENOTES 'EXISTING. 2. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFO. 3. SEE GENERAL NOTES FOR ADDITIONAL INFO. 4. PLAN INFO OBTAINED PER SITE ONSERVATION REPORT, DATED 11/08/201 B. N) MECH UNIT PER 'CHEDULE (N) MIN SCREWS SPECIFIED BY MANUF 'TER CURB SCREWS AT =R MIN, 16" OC (TYP) 3LOCK (E) UNIT ......� 3 CONNECTION DETAIL SCALE: NOT TO SCALE NOTES: 1 "N" DENOTESNEW;""E" DENOTES EXISTING. Of Your wilding McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstry.com PROJECT: SHASTAL BEVERAGES 1227 ANDOVER PARK EAST TUKWILA, WA 98188 CONSULTANTS: REGISTRATION: r;» JAN 112019 DESIGNED: MMR DRAWN: MMR CHECKED: JWG BUILDING DIVISION JOB NO: 116030-001 SHEET TITLE: GENERAL NOTES, PARTIAL PLAN, AND CONNECTION DETAILS RECEIVED CITY OF TUKWILA JAN0B2019 PERMIT CENTER SHEET NUMBER: