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HomeMy WebLinkAboutPermit M17-0011 - COSTCO - OPTICAL CENTERCOSTCO OPTICAL CENTER 400 COSTCO DR SUITE 100 M17-0011 Parcel No: Address: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 2523049063 400 COSTCO DR 100 MECHANICAL PERMIT Project Name: COSTCO - OPTICAL CENTER Permit Number: M17-0011 Issue Date: 1/30/2017 Permit Expires On: 7/29/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: COSTCO WHOLESALE CORPORATIO 999 LAKE DR PROPERTY TAX DEPT 006, ISSAQUAH, WA, 98027 KAYLENE NELSON 1221 SECOND AVE N , KENT, WA, 98032 HERMANSON COMPANY LLP 1221 2ND AVE N , KENT, WA, 98032- 2945 H E R MACL005 BJ Phone: (253) 359-7147 Phone: (206) 575-9700 Expiration Date: 8/25/2018 DESCRIPTION OF WORK: INSTALLATION OF (3) CEILING MOUNTED DIFFUSERS, FLEX AND SPIRAL DUCTWORK, (1) RETURN GRILL AND SPIRAL DUCTWORK. REMOVAL OF EXISTING ROOFTOP AC UNIT AND PLACEMENT OF NEW OWNER SUOPPLIED AC UNIT AND CURB WITH REUSE OF EXISTING SUPPLY AND RETURN MAINS. Valuation of Work: $5,000.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $272.04 Electrical Service Provided by: PUGEST SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: IhriA) Date: I hearby certify that I have read and examined this permit and know the same to be true 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 or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per it and agree to the conditions attached to this permit. Signature: Print Name: Date: 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: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 1800 0609 0705 0701 0702 MECH EQUIP EFF MECHANICAL FINAL PIPE/DUCT INSULATION REFRIGERATION EQUIP ROUGH -IN MECHANICAL SMOKE DETECTOR TEST a separate permit the job site at the issued by the City of Tukwila time of inspection. CITY OF TUKW. Community Development Department Permit Center 6300 Southcenter Blvd-, Suite 100 Tukwila, WA 98188 ht-tp://www.TukwilaWA.gov Mechanical Permit No. Vi 17- - XI f Project No. Date Application Accepted: �f -1 7 Date Application Expires: (For office use only) 7 MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 2523049063 Site Address: 400 Costco Drive Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Costco Tukwila Optical Center PROPERTY OWNER Name: Kaylene Nelson Address: 1221 2nd Avenue N Name: Costco Wholesale Phone: (253) 359-7147 Fax: Email: KAYLENE.NELSON@HERMANSON.COO Address: 999 Lake Drive Cit': Issaquah State: WA Zip: 98027 CONTACT PERSON — person receiving all project communication Name: Kaylene Nelson Address: 1221 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax: Email: KAYLENE.NELSON@HERMANSON.COO New Tenant: ❑ Yes MECHANICAL CONTRACTOR INFORMATION Company Name: Hermanson Company Address: 1221 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax: Contr Reg No.: HERMACL005BJ Exp Date: 08/25/2018 Tukwila Business License No.: BUS -0994464 Valuation of project (contractor's bid price): $ 5,000 Describe the scope of work in detail: Installation of (3) ceiling mounted supply diffusers, flex and spiral ductwork. (1) return grill and spiral ductwork. Removal of existing rooftop AC unit and placement of new owner supplied AC unit and curb with reuse of existing supply and return mains. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ® Gas ❑ Other: H:\Applications\Forms-Applications On Line \201 I Applications\Mechanical Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu 1 Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm 1 Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser 4 Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN ^)'I'• R UTHORIZED A . ENT: Signature: Date: 01/23/2017 Print Name: aylene Nelson Mailing Address: 1221 2nd Avenue N H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Day Telephone: (253) 359-7147 Kent WA 98032 City State Zip Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $424.33 M17-0011 Address: 400 COSTCO DR 100 Apn: 2523049063 $272.04 Credit Card Fee $7.92 Credit Card Fee R000.369.908.00.00 0.00 $7.92 MECHANICAL $253.96 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $170.02 PLAN CHECK FEE R000.322.102.00.00 0.00 $50.79 TECHNOLOGY FEE $10.16 TECHNOLOGY FEE R000.322.900.04.00 0.00 $10.16 PG17-0012 Address: 400 COSTCO DR 100 Apn: 2523049063 $152.29 Credit Card Fee $4.44 Credit Card Fee R000.369.908.00.00 0.00 $4.44 PLUMBING $142,16 PERMIT FEE 8000.322.100.00.00 0.00 $80.58 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $28.43 TECHNOLOGY FEE $5.69 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10542 R000.322.900.04.00 0.00 $5.69 $424.33 Date Paid: Monday, January 23, 2017 Paid By: KAYLENE NELSON Pay Method: CREDIT CARD 808722 Printed: Monday, January 23, 2017 3:32 PM 1 of 1 Y rg) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 0417 - COI 1 Proj� t: fSTcU - Q 7C- L &J ' Type of Inspection: 416( )44 u) -L F A(A L Address: W.TC bit Date Called: Special Instructions: /00 d Date Wanted, `3/L,! 7 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Pe AT ButatAit, i AA-RV/rm./ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: Tr_o - ®pncAL &Lime T e of Inspection: AA 406.4 r ,0 i eat4A AL Address: 4 c) CGSnc® b Date Called: Special Instructions: 10 0 Date Want /3 // 7ry / / p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,may C✓6'„WC-T5/f�/fF!%s '/e5 A /N 7 IL - Inspector:. Dater / 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. vtRMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0011 DATE: 01/23/17 PROJECT NAME: COSTCO - OPTICAL CENTER SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: kJ P wo I Building Divisio Public Works MA /0/h - Fire Prevention 11 Planning Division Structural ❑ Permit Coordinator n r PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 01/24/17 Structural Review Required REVIEWER'S INITIALS: DATE: Fl APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 02/21/17 ❑ Approved with Conditions E ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HERMANSON COMPANY LLP Hoene lspafiol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 3 A -Z Index Yelp My L£ I Workplace Rights Trades & Licensing HERMANSON COMPANY LLP Owner or tradesperson Principals NICOLAISEN, KNUT H, PARTNER/MEMBER BROCK, DANIEL L, PARTNER/MEMBER FOX, DEAN M, PARTNER/MEMBER HENGEL, STEPHEN A, PARTNER/MEMBER DYCKMAN, KENNETH A, PARTNER/MEMBER ROBINETT, PAUL J, PARTNER/MEMBER HERMANSON, RICHARD L, PARTNER/MEMBER ALMON, KEVIN, PARTNER/MEMBER (End: 08/05/2010) MACDONALD, JAMES, PARTNER/MEMBER (End: 08/05/2010) Doing business as HERMANSON COMPANY LLP WA UBI No. 602 004 844 1221 2ND AVE N KENT, WA 98032-2945 206-575-9700 KING County Business type Limited Liability Partnership Governing persons CORP HERMANSON LLC HERMANSON GROUP; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no, HERMACLOO5BJ Effective — expiration 01111/2000— 08/25/2018 Bond WESTERN SURETY CO Bond account no. 929381801 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 12/01/2005 01/01/2006 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 1/30/2017 HERMANSON COMPANY LLP Insurance Valley Forge Ins Co $1,000,000.00 Policy no. 6043050846 Received by L&I Effective date 08/15/2016 08/21/2016 Expiration date 08/21/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts 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 409,648-01 Doing business as HERMANSON COMPANY LLP Estimated workers reported Quarter 3 of Year 2016 "Greater than 100 Workers" L&I account representative T1 / NIKKI BUTLER (360)902-4918 - Email: BUTQ235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 02/23/2016 Inspection no. 317939295 Location 15580 NE 31st St. Redmond, WA 98052 No violations Inspection results date 05/21/2015 Inspection no. 317935231 Location 4480 154th PI NE Redmond, WA 98052 No violations Inspection results date 12/10/2014 Inspection no. 317424935 Location 21601 76th Ave W. Edmonds, WA 98026 No violations Inspection results date 05/17/2013 Violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 1/30/2017 REMOVE EXISTING UNIT & INSTALL NEW UNIT PER SCHEDULE. SEE DETAIL AREA OF WORK. Nimusimmumni 1 `%i. !1 CHD CONNECT NEW 1/ GAS W/PRV TO EXISTING GAS ON ROOF. L Costco — K:\2015\300-309\15-302 0 X 8/8 CD -4 100 CFM PARTIAL FLOOR PLAN SCALE: 1/16" = 1'-O" 24/1 RG -24/2 (E 4 RG (E)8 6 THERMOSTAT 6/6-C D-4 re0 CFM 24/12 0/10 150 VD ,-1 RELOCATE BRANCH DUCT AS SHOWN. PROVIDE NEW DIFFUSER. D-4 FM 18 X 18 X 10 10" (� FIELD VERIFY SIZE AND REUSE EXISTING LOCATION OF SUPPLY OPENING IN AND RETURN DUCTING. SUPPLY DUCT EXISTING WATER HEATER UNDER SINK TO REMAIN 0- (� 8/ D-4 100 CFM :E)8"0 10"0 1 E) 10/10 CD -4 250 CFM 0/10 CD -4 250 CFM 10" 0 II DEMO EXISTING SUPPLY DUCT PROVIDE NEW 10" SUPPLY DUCT. OPTICAL CENTER HVAC PLAN SCALE: 1/4" = 1'-0" CONNECT 1/2" H&CW TO THE NEW SINK. NEW 10" DUCT FROM EXISTING AS SEE FIT FOR NEW SUPPLY DIFFUSER. MAINTAIN DUCT SIZE. PROVIDE 1/2" H & CW SEE DETAIL CONNECT NEW 3/4" CW TO EXISTING 3/4" APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. '� (j) MAX DEVELOPED LENGTH (FEET) 100 lilit X 10' 141 r 3/4" 1" 18 X 10", 1,141 185 1-1/4" 2" 380 1-1/2" L-- (E)8"0 2" VD PI 2-1/2" 55,407 1,750 3" o' 3,093 4" SENSUS MODEL 6,309 - d• (E) 18,483 8" 8/8 CD -4 PIPE SIZE - 3/4" OR 1" 100 CFM PARTIAL FLOOR PLAN SCALE: 1/16" = 1'-O" 24/1 RG -24/2 (E 4 RG (E)8 6 THERMOSTAT 6/6-C D-4 re0 CFM 24/12 0/10 150 VD ,-1 RELOCATE BRANCH DUCT AS SHOWN. PROVIDE NEW DIFFUSER. D-4 FM 18 X 18 X 10 10" (� FIELD VERIFY SIZE AND REUSE EXISTING LOCATION OF SUPPLY OPENING IN AND RETURN DUCTING. SUPPLY DUCT EXISTING WATER HEATER UNDER SINK TO REMAIN 0- (� 8/ D-4 100 CFM :E)8"0 10"0 1 E) 10/10 CD -4 250 CFM 0/10 CD -4 250 CFM 10" 0 II DEMO EXISTING SUPPLY DUCT PROVIDE NEW 10" SUPPLY DUCT. OPTICAL CENTER HVAC PLAN SCALE: 1/4" = 1'-0" CONNECT 1/2" H&CW TO THE NEW SINK. NEW 10" DUCT FROM EXISTING AS SEE FIT FOR NEW SUPPLY DIFFUSER. MAINTAIN DUCT SIZE. PROVIDE 1/2" H & CW SEE DETAIL CONNECT NEW 3/4" CW TO EXISTING 3/4" APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. OPTICAL CENTER PLUMBING PLAN SCALE: 1/4" = 1'-0" PIPING SYSTEMS THE FOLLOWING NOTES APPLY TO ALL PLUMBING PLANS. 1. APPLICABLE PLUMBING CODE: 2012 UPC 2. ALL WASTE PIPING, CONDENSATE PIPING & STORM DRAIN PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. 3. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN UNES, WATER HEATER PRESSURE REUEF UNES AND SODA UNES). 4. INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD, RECIRC, AND CONDENSATE PER SPECIFICATION SECTION 22 07 00. 5. PIPING IN ROOF TRUSS SPACE TO BE RUN PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOUD GIRDERS MOUNT PIPING 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK UGHTING & SKYUGHTS. GENERAL MECHANICAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS & EXHAUST FANS. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. 2. MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 4. DIMENSIONS ARE TO COLUMN LINES. 5. APPLICABLE BUILDING CODE 2015 IBC APPLICABLE MECHANICAL CODE: 2015 IMC APPLICABLE ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE 6. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. 7. FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT DETECTORS OR REPLACE WITH EQUAL. 8. ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. 9. RUN PIPING IN ROOF TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOUD GIRDERS MOUNT PIPING 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK UGHTING & SKYUGHTS. MECHANICAL PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. 2O NEW AC UNIT ON ADAPTOR CURB. REPLACE EXISTING AC UNIT WITH NEW AC UNIT. INSTALL ADAPTOR ON EXISTING CURB AND NEW AC UNIT ON ADAPTOR. CONNECT GAS AND CONDENSATE WHERE APPLICABLE. FIELD VERIFY SIZE, LOCATION AND DIMENSIONS OF EXISTING AC UNIT AND CURB. SCRAPE EXISTING GASKET AND ADHESIVE FROM CURB AND REPLACE WITH NEW NEOPRENE GASKET FOR BOTH ADAPTER CURB AND NEW UNIT. ADAPTOR CURB TO BE PRE-ENGINEERED BY THYBAR OR EQUIVALENT. FOR COORDINATION WITH THYBAR CONTACT BILL MARZEC (775-343-0600) 0 THYBAR TO ORDER ADAPTOR CURBS. EXISTING STAINLESS STEEL CURBS TO BE EQUIPPED WITH STAINLESS STEEL ADAPTOR CURBS. G.C. TO SUBMIT STAMPED DRAWING FOR ADAPTOR CURB. SUBMITTAL TO INCLUDE CONNECTIONS BETWEEN EXISTING CURB & ADAPTOR CURB; AND CONNECTION BETWEEN ADAPTOR CURB & NEW AC UNIT; AND ADAPTOR CURB WEIGHT. FCO I NEW 1 1/2" VENT. CONNECT TO EXISTING VENT APPROX HERE. FIELD VERIFY LOCATION. HVAC LEGEXD k 24/48 k ((11/ rr TV k i N ` � r E] AC 0 CONT. TYP. CFM DB DG WB MBH ESP RG CD RA SA CO VD MBS M.0 G.0 AIR DUCT - FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION CONDENSATE DRAIN AIR CONDITIONER #1 THERMOSTAT CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS/HR. EXTERNAL STATIC PRESSURE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR CONNECT NEW 2" WASTE LINE TO EXISTING LINE LOCATED ABOVE FLOOR AND BEHIND WALL APPROX. HERE. FIELD VERIFY SIZE, PLUMBING LEGE\ D A C G C—t A.F.F. A.H.J. B.F.F. CO CONT. CW FCO G.0 G.V H&CW HW IN. WC M.0 PSI SCO S.S. TYP. U VTR W. WCO WASTE/SANITARY SEWER VENT COLD WATER HOT WATER HOT WATER CIRCULATION AIR CONDENSATE DRAIN GAS GAS COCK UNION VALVE - GATE VALVE - PRESSURE REDUCING (PRV) CAP OFF ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION BELOW FINISH FLOOR CLEAN OUT CONTINUATION COLD WATER FLOOR CLEAN OUT GENERAL CONTRACTOR GATE VALVE HOT & COLD WATER HOT WATER INCHES OF WATER COLUMN MECHANICAL CONTRACTOR POUNDS PER SQUARE INCH SURFACE CLEAN OUT SANITARY SEWER TYPICAL UNION VENT THRU ROOF WASTE WALL CLEAN OUT GAS CALCULATIONS Existing Total Existing load 7,690,000 New Loads AC -11 60,000 TOTAL GAS LOAD 7,750,000 X" GAS LINE SERVICE IS REQUIRED ® 3 PSI. GAS SIZE CHART PRESSURE IN WC 7 (j) MAX DEVELOPED LENGTH (FEET) 100 PIPE SIZE ( UPC) MAX LOAD (MBH) : 141 47 3/4" 1" 98 1" 1,141 185 1-1/4" 2" 380 1-1/2" L-- 570 2" 4" PI 2-1/2" 55,407 1,750 3" PROVIDE ONE OF FOLLOWING 3,093 4" SENSUS MODEL 6,309 6" ORIFICE - 3/8" 18,483 8" MAXITROL MODEL: 37,976 PIPE SIZE - 3/4" OR 1" FOR GAS LOAD UP TO 340 MBH 325-7AL2100 PIPE SIZE 1-1/4" OR 1-1/2" FOR GAS LOAD BETWEEN 340 MBH AND 1000 MBH *ALL GAS PRESSURE REGULATORS TO BE RATED FOR 5 PSI. 3 4'' — V (E)3/4" CW--; — .gr � / "l ` (E)3/4" CW ( ITT 1-1/2" ISI G G G (E)3" GAS 0- G L- r?== G ■ G 0 L. I 3J II 1-1/2" VT II U i Cr)) 1:: .8L 3 3 - 6/ 8 —� D ( 0 (�C ,....___,„ 8 8 ) _.� ,.m - ._ d 0 —..... .. ._.. 0 OPTICAL CENTER PLUMBING PLAN SCALE: 1/4" = 1'-0" PIPING SYSTEMS THE FOLLOWING NOTES APPLY TO ALL PLUMBING PLANS. 1. APPLICABLE PLUMBING CODE: 2012 UPC 2. ALL WASTE PIPING, CONDENSATE PIPING & STORM DRAIN PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. 3. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN UNES, WATER HEATER PRESSURE REUEF UNES AND SODA UNES). 4. INSULATE ALL INTERIOR PIPING; STORM DRAIN, HOT, COLD, RECIRC, AND CONDENSATE PER SPECIFICATION SECTION 22 07 00. 5. PIPING IN ROOF TRUSS SPACE TO BE RUN PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOUD GIRDERS MOUNT PIPING 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK UGHTING & SKYUGHTS. GENERAL MECHANICAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS & EXHAUST FANS. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. 2. MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 4. DIMENSIONS ARE TO COLUMN LINES. 5. APPLICABLE BUILDING CODE 2015 IBC APPLICABLE MECHANICAL CODE: 2015 IMC APPLICABLE ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE 6. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. 7. FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT DETECTORS OR REPLACE WITH EQUAL. 8. ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. 9. RUN PIPING IN ROOF TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOUD GIRDERS MOUNT PIPING 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK UGHTING & SKYUGHTS. MECHANICAL PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. 2O NEW AC UNIT ON ADAPTOR CURB. REPLACE EXISTING AC UNIT WITH NEW AC UNIT. INSTALL ADAPTOR ON EXISTING CURB AND NEW AC UNIT ON ADAPTOR. CONNECT GAS AND CONDENSATE WHERE APPLICABLE. FIELD VERIFY SIZE, LOCATION AND DIMENSIONS OF EXISTING AC UNIT AND CURB. SCRAPE EXISTING GASKET AND ADHESIVE FROM CURB AND REPLACE WITH NEW NEOPRENE GASKET FOR BOTH ADAPTER CURB AND NEW UNIT. ADAPTOR CURB TO BE PRE-ENGINEERED BY THYBAR OR EQUIVALENT. FOR COORDINATION WITH THYBAR CONTACT BILL MARZEC (775-343-0600) 0 THYBAR TO ORDER ADAPTOR CURBS. EXISTING STAINLESS STEEL CURBS TO BE EQUIPPED WITH STAINLESS STEEL ADAPTOR CURBS. G.C. TO SUBMIT STAMPED DRAWING FOR ADAPTOR CURB. SUBMITTAL TO INCLUDE CONNECTIONS BETWEEN EXISTING CURB & ADAPTOR CURB; AND CONNECTION BETWEEN ADAPTOR CURB & NEW AC UNIT; AND ADAPTOR CURB WEIGHT. FCO I NEW 1 1/2" VENT. CONNECT TO EXISTING VENT APPROX HERE. FIELD VERIFY LOCATION. HVAC LEGEXD k 24/48 k ((11/ rr TV k i N ` � r E] AC 0 CONT. TYP. CFM DB DG WB MBH ESP RG CD RA SA CO VD MBS M.0 G.0 AIR DUCT - FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION CONDENSATE DRAIN AIR CONDITIONER #1 THERMOSTAT CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS/HR. EXTERNAL STATIC PRESSURE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR CONNECT NEW 2" WASTE LINE TO EXISTING LINE LOCATED ABOVE FLOOR AND BEHIND WALL APPROX. HERE. FIELD VERIFY SIZE, PLUMBING LEGE\ D A C G C—t A.F.F. A.H.J. B.F.F. CO CONT. CW FCO G.0 G.V H&CW HW IN. WC M.0 PSI SCO S.S. TYP. U VTR W. WCO WASTE/SANITARY SEWER VENT COLD WATER HOT WATER HOT WATER CIRCULATION AIR CONDENSATE DRAIN GAS GAS COCK UNION VALVE - GATE VALVE - PRESSURE REDUCING (PRV) CAP OFF ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION BELOW FINISH FLOOR CLEAN OUT CONTINUATION COLD WATER FLOOR CLEAN OUT GENERAL CONTRACTOR GATE VALVE HOT & COLD WATER HOT WATER INCHES OF WATER COLUMN MECHANICAL CONTRACTOR POUNDS PER SQUARE INCH SURFACE CLEAN OUT SANITARY SEWER TYPICAL UNION VENT THRU ROOF WASTE WALL CLEAN OUT GAS CALCULATIONS Existing Total Existing load 7,690,000 New Loads AC -11 60,000 TOTAL GAS LOAD 7,750,000 X" GAS LINE SERVICE IS REQUIRED ® 3 PSI. GAS SIZE CHART PRESSURE IN WC 7 PRESSURE DROP 0.5 MAX DEVELOPED LENGTH (FEET) 100 PIPE SIZE ( UPC) MAX LOAD (MBH) 1/2" 141 47 3/4" 1" 98 1" 1,141 185 1-1/4" 2" 380 1-1/2" L-- 570 2" 4" 1,098 2-1/2" 55,407 1,750 3" PROVIDE ONE OF FOLLOWING 3,093 4" SENSUS MODEL 6,309 6" ORIFICE - 3/8" 18,483 8" MAXITROL MODEL: 37,976 (E)6" LOCATION, AND I.E. PRIOR TO WORK (E)2,. (E)2" PIPE SIZE( UPC) MAX LOAD (MBH) 1/2" 141 3/4" 295 1" 556 1-1/4" 1,141 1-1/2" 1,709 2" 3,291 2-1/2" L-- 3" 9,273 4" 18,914 6" 55,407 8" 113,841 PROVIDE ONE OF FOLLOWING REGULATORS AT EACH PIECE OF EQUIPMENT SENSUS MODEL #496 PIPE SIZE - 3/4" OR 1" ORIFICE - 3/8" SPRING - GREEN FOR GAS LOAD UP TO 760 MBH MAXITROL MODEL: 325-5L600 PIPE SIZE - 3/4" OR 1" FOR GAS LOAD UP TO 340 MBH 325-7AL2100 PIPE SIZE 1-1/4" OR 1-1/2" FOR GAS LOAD BETWEEN 340 MBH AND 1000 MBH *ALL GAS PRESSURE REGULATORS TO BE RATED FOR 5 PSI. .-- 1-1/2" L. I 3J 1-1/2" VT II Cr)) D (�C ,....___,„ - ._ d 0 OPTICAL CENTER WASTE & VENT PLAN SCALE: 1/4" = 1'-0" GAS SIZE CHART PRESSURE PSI 2 PRESSURE DROP PSI TO 1.0 MAX DEVELOPED LENGTH (FEET) 800 PIPE SIZE( UPC) MAX LOAD (MBH) 1/2" 141 3/4" 295 1" 556 1-1/4" 1,141 1-1/2" 1,709 2" 3,291 2-1/2" 5,245 3" 9,273 4" 18,914 6" 55,407 8" 113,841 PROVIDE ONE OF FOLLOWING REGULATORS AT EACH PIECE OF EQUIPMENT SENSUS MODEL #496 PIPE SIZE - 3/4" OR 1" ORIFICE - 3/8" SPRING - GREEN FOR GAS LOAD UP TO 760 MBH MAXITROL MODEL: 325-5L600 PIPE SIZE - 3/4" OR 1" FOR GAS LOAD UP TO 340 MBH 325-7AL2100 PIPE SIZE 1-1/4" OR 1-1/2" FOR GAS LOAD BETWEEN 340 MBH AND 1000 MBH *ALL GAS PRESSURE REGULATORS TO BE RATED FOR 5 PSI. thLL7»1I RECEIVED CITY OF TUKWILA JAN 232017 PERMIT CENT By Ferguson Construction, Inc. on 01/03/2017 u O z I-1 0 U) cb 00 z Cb 1.4 ui z z CL z 0 IiJ U w x 0 co z DECEMBER 22, 2016 REVISION DATE: ISSUE DATE: JULY 2016 ARCHITECT REFERENCE NO: 93-0440--30 00 L J 0 z W z Lv E- 0 LI- C/) LC/) 0 ow 0 Z 0 0 0 DW L CO EE Q 0 6-2 z a. L U 0I__ 0 1- o 1-0_ EL 0 C Z PLUMBING, ISSUED FOR PERMIT ISSUED FOR BID N PERMIT REVISIONS FOR CONSTRUCTION 0 N co 0 CO 0 0 rn 0 CO N CD QCO CC) 1-1 CD I � a, c�t �I fg CV CVO Z .. d+ H O� Z �Zo.. Cornaa.4 CD z*tz W F-4P.1.4 EE' 1ca.W w CO CO I:4 CO Cn O � O CD diE-+ 111 REV -D FO—z tODEPLIAP CE A,OVFD 517 JAN G7 a < Ci a e` TuKwik BUIL',; D3/IS ON 0 1/4 o_ Tukwila K:\2015 \ 300-309\15-302 FLEX DUCT 10' MAX. CONICAL SPIN—IN VOLUME DAMPER NYLON TIE—STRAPS CURB AND FLASHING PER ARCH. PROVIDE HOLD DOWN CABLE PER DETAIL LAY—IN CEILING DIFFUSER TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL, OFFICE, HEARING, E.D.P) DIFFUSER INLET DETAIL SCALE: NONE 2" VENT — THRU ROOF TRAP PRIMER 2" WASTE IN WALL FROM OPTICAL SINK. 2" WASTE IN WALL WASTE FROM SINK P—TRAP ASME P&T RELIEF VALVE COLD WATER 2"/3" ADAPTER HUB DRAIN 12 UNION WATER HEATER TO BE INSTALLED TIGHT AGAINST SIDE WALL. DISCHARGE PIPE TO 3" DIA. HUB DRAIN AND DAYLIGHT ® + 3" ABOVE RIM CATCH PAN FINISHED FLOOR DAYLIGHT CATCH PAN DRAIN TO CONCRETE UNDER SINK WATER HEATER (WH -10) SCALE: NONE 56 ROOF SIZE PER PLAN —v DUCTS MUST RUN STRAIGHT DOWN PERPENDICULAR TO FLOOR, FROM ROOF TO TOP OF STRUCTURE DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING DUCT TO BE SUPPORTED BY ANCILLARY FRAMING. CEILING SA GAS PRESSURE REGULATOR FLEX CONNECTION ALL HORIZONTAL DUCT AND OFFSETS TO BE CONCEALED FROM VIEW VDD RA LIGHTS TYPICAL ANCILLARY STRUCTURE (FOOD SERVICE, OPTICAL IN CANOPY) SEE FIRE PROTECTION DRAWINGS FOR SMOKE DETECTOR REQUIREMENTS. PROVIDED BY FIRE ALARM CONTRACTOR INSTALLED BY M.C. (SEE SPEC FOR FIRE ALARM CONTRACTOR RESPONSIBILITY) AC UNIT 8c DUCT ELEVATION DETAIL SCALE: NONE AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * CD TUTTLE & BAILEY SUPPLY SQD BLADE W20ER HEATER LAYIN OFFICES, OPTICAL RG TUTTLE & BAILEY RETURN PR PERFORATED OPTICAL LAYIN OFFICES, OPTICAL * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS — DIFFUSER IS NOT REQUIRED IF NOT ON PLANS ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. DO NOT PROVIDE WITH FILTER. PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES PREVENTION (WH -111 W20ER HEATER EMTMAX LH — LOW HAZARD HH — HIGH HAZARD BS — BACK SIPHONAGE BP — BACK PRESSURE 1/2" 1/2" 2.5 GAL., ELECTRIC WATER HEATER, 1.2KW, 120V/10, 10 AMPS. 6.0 GPH ® 100' RISE 56/M1 OPTICAL (3) N/A PLUMBING FIXTURE SCHEDULE — SUPPLIED BY OWNER INSTALLED BY CONTRACTOR (SOIL) (OES� OPTICAL EXAM�� SINK EXISTING UNIT DATA 2"1-1/2" ITEM �� 1/2" �� 1/2" 18 GAUGE TYPE 302 SELF RIMMING STAINLESS STEEL, LEDGE TYPE, SINGLE COMPARTMENT SINK, 15"x17 -1/2"x7-1/2" DEEP WITH FAUCET LEDGE. ELKAY LK -4121 CHROME FAUCET, SWING SPOUT WITH 10 OUTLET HEIGHT. 8" REACH, LK -335 SINK DRAIN & TAILPIECE. ELECT. OPTICAL REFERENCE LH—BS AG (3) WATER HEATERS TO HAVE RIGID CONNECTIONS & CONSTRAINTS TO RESIST SEISMIC MOTION. HAZARD TYPE BACKFLOW POTENTIAL LH — LOW HAZARD HH — HIGH HAZARD BS — BACK SIPHONAGE BP — BACK PRESSURE BACKFLOW PREVENTION RPZ — REDUCED PRESSURE PRINCIPLE BACK FLOW PVB — PRESSURE VACUUM BREAKER AG — AIR GAP AVB — ATMOSPHERIC VACUUM BREAKER HVAC EQUIPMENT SCHEDULE — S . O . I. C . STRUCTURAL VERIFICATION EXISTING UNIT DATA SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES MFR/# HEAT ELECTRICAL NET WEIGHTS NEW NET WEIGHTS REMARKS AC -5 AIR CONDITIONER Optical TRANE 4YCC4024A 1060A 24 MBH TOTAL COOLING, 21 MBH SENSIBLE, 81.3 AMB, 91.3 EDB,66.9 EWB, 800 CFM © 0.5" ESP, SEER = 14, 60 MBH INPUT, 48.6MBH OUTPUT, 81% AFUE 208V/10 30 MCOP 19.1 MCA PLAN M-1 10/M-1 150 CFM MIN 0/A (5) (7) (23) (25) TRANE YCC018 NATURAL GAS 40 MBH 208/1 V/0 20 MCOP 13.2 MCA 341 #:(E)UNIT 51 #:(E)CURB 350 #:(E)DUCT 742 #:(E)TOTAL 388 #:N ..£138 1 (E)CURBEWUNIT 84 :ADAPTER 350 #:(E)DUCT 873 :NEW TOTAL NEW UNIT WEIGHTS 131# MORE THAN EXISTING CONDITION General HVAC Notes — ALL EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME ® EMAIL: LPERRY@COSTCO.COM — AC UNITS PROVIDED WITH DDC COMMUNICATIONS INTERFACE CONTROLLED BY BUILDING MANAGEMENT SYSTEM BY CONTROLS INSTALLER. SENSOR/T'STAT S.I.O. SENSORS © +72", T'STATS AT 48" A.F.F. — CONTRACTOR TO INSTALL ALL ITEMS LISTED IN EQUIPMENT SUBMITTAL PER MANUFACTURERS INSTALLATION AND OPERATION MANUAL. — AC UNITS TO BE SUPPLIED WITH THE FOLLOWING FACTORY INSTALLED OPTIONS: THROUGH—THE—BASE ELECTRICAL WITH CIRCUIT BREAKER, 120V/15AMP CONVENIENCE OUTLET, STANDARD 2" MERV-4 FILTERS, HINGED ACCESS DOORS AND VAV SUPPLY AIR BLOWER WHERE AVAILABLE; UNLESS OTHERWISE NOTED. — AC UNITS TO BE SUPPLIED WITH FIELD INSTALLED THROUGH—THE—BASE GAS PIPING CONNECTION AND HAIL GUARD. — ROOF CURBS PROVIDED BY M.B.S. UNLESS OTHERWISE NOTED. HVAC ITEM NOTES (5) TO BE SUPPLIED WITH FACTORY INSTALLED LOW LEAK ECONOMIZER AND BAROMETRIC RELIEF. (7) TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET—BACK THERMOSTAT. (23) ADAPTER CURB BY G.C. (25) TO BE SUPPLIED WITH FIELD INSTALLED DISCONNECT SWITCH AND 120V/15AMP CONVENIENCE OUTLET BY E.C. M(7 00(1 RECEIVED By Ferguson Construction, Inc. on 01/03/2017 RECEIVED CITY OF TUKWILA JAN 23 201T PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 7 Z017 City of Tukwila BUILDING DIVISION SCHEDULES z 11 cn 1-1 11 E-+ a. z 0 w 0 w 0 DECEMBER 22, 2016 REVISION DATE: ISSUE DATE: JULY 2016 ARCHITECT REFERENCE NO: 93-0440-30 w J 0 �z zw O w0 E 0z oz 0 O(..) cwi�z CO a 0 w 0 1- 0� c0 I~ w� Dix a aZ 0CC zo PROJECT N0:15-302 ISSUED FOR PERMIT ISSUED FOR BID PERMIT REVISIONS z 0 O cn M ti O r- O N OD CO O O O co to rrt co A CI)• 01 CS)I i. • zWHz WcoW x E—+ cow rw coal COQ O O CD 2 K:\2015\300-309\15-302 LEGEND O O 4 0 b FIXTURE TYPE EXISTING LIGHTING FIXTURE REMOVE AND RELOCATE LIGHTING FIXTURE LIGHTING FIXTURE FLUORESCENT LIGHT FIXTURE a SUB -LETTER INDICATES CONTROLLING SWITCH SUB-LETTER LAMP(S) CONTROLS rINNERITLCAHMcj P(S)CONTROLS SINGLE POLE SWITCH, +42" SUB -LETTER INDICATES FIXTURE CONTROLLED, +42" THREE POLE SWITCH, +42" DUPLEX RECEPTACLE, +18" OR AS NOTED ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR AS NOTED $a $3 CD OD eo m 2P $43 ISOLATED GROUND FOUR -FLEX RECEPTACLE, +18" OR AS NOTED +48" FOUR-PLEX RECEPTACLE, +18" OR AS NOTED JUNCTION BOX, SIZE AND TYPE PER CODE HACR BREAKER IN NEMA ENCLOSURE, COORDINATE W/ EQUIPMENT SUPPLIER. E.C. WP GFI TYP, FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER NON-FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING SPACE OR AS SHOWN 3 -WAY DIMMER SWITCH, BRAND: SYNERGY ISD BC 120/277 OR EQUAL CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS DIC fLECNDTOIT OTHER THAN MEALICOUIPVCPATICONDUf ISOLATED GROUND OR GROUND CONDUCTOR FLEXIBLE CONDUIT CONNECTION AS REQUIRED BRANCH PANEL INDICATES MOUNTING HEIGHT OF EQUIPMENT/OUTLET CENTER LINE ABOVE FINISH FLOOR ELECTRICAL CONTRACTOR WEATHER PROOF GROUND FAULT CIRCUIT INTERRUPTER TYPICAL ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING BUILDING DEMOLITION WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. PROVIDE CUTTING, PATCHING, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED. LIGHTING FIXTURE SCHEDULE ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS OHOLOPHANE* A PHASE A RE35LPP272RSFW C6 COSTCO VENTURE MP 350W/BU UVS/PS CHAIN 382 BOTTOM OF FIXTURE +23' A.F.F. E.C. TO PROVIDE SAFETY HOOKS, FLEXIBLE WIRING SYSTEM & WIRING ACCESSORIES AS REQUIRED SEE DETAIL 1 /THIS SHEET. O LITHONIA 2GTL 4 G 72L LP841 BLD LATC LED RECESS 71 BI -LEVEL DIMMING Sc EARTHQUAKE CLIPS. D1 LITHONIA SAME AS D, BUT WITH 0-10V DIMMING DRIVER EL PROVIDE EMERGENCY BATTERY PACK OPTION WHERE OF 1400 -LUMEN FOR LED LIGHT OUTPUT FOR 90 INDICATED ON PLANS. INCLUDE -MINUTE. NOT A NIGHT LIGHT. ALL RELAY, TEST SWITCH AND CAPACITY SELF DIAGNOSTIC FEATURE 20/1 WP,GF1 42 #10 0 04I (I EXISTING SUMP PUMP TO REMAIN PHOTO/11,42 2 EXISTING RECEPTACL ES TO REMAIN 1 G Fl ACCESS AT - +1'-6" & 6'-9" - WH -10. E.C. TO COORDINATE RECEPTACLE LOCATION W/ M.C. ..• 33 QC1/2 PHOTO/37 • ir _ 0 94 ta.a lom 112 -I rigy7 GENERAL NOTES 1. 2. 3. 4. 5. MINIMUM WIRE & CONDUIT SIZE ARE #12 CU & 1/2"C. TYP. NO ALUMINUM WIRE ALLOWED. ALL BREAKER AIC RATINGS TO MATCH PANEL AIC RATINGS. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER THEIR LISTING OR LABELING. ALL WORK TO COMPLY WITH 2015 INTERNATIONAL CODES. PLAN NOTES: ®1 E.C. TO REMOVE ELECTRICAL DEVICES, CONDUITS, WIRES IN DEMO AREA (SEE ARCHITECTURAL PLAN) TO SOURCE. PROVIDE "SPARE" LABEL AND TURN BREAKERS TO "OFF" POSITION. EXTEND EXISTING FEEDERS FOR CONTINUITY AS REQUIRED. E.C. TO MAKE ALL FINAL ELECTRICAL CONNECTIONS (INCLUDING LOW -VOLTAGE) FOR ALL OWNER SUPPLIED EQUIPMENT. 03 PLUGMOLD & LIGHTING IN KIOSK ARE SUPPLIED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. ® ALL OUTLETS, LIGHT SWITCHES, ELECTRICAL DEVICES IN EXAM ROOMS SHALL BE HOSPITAL GRADE. NO M.C. (FLEX) WIRING ALLOWED. PER NEC 517-13. 05 PROVIDE PLUGMOLD, WITH RECEPTACLE EVERY 12" ON CENTER, MOUNT PLUGMOLD ABOVE COUNTER. ® WIREMOLD (S166B) BRASS COMMUNICATION FITTING (COVERPLATE), WITH WIREMOLD (437-7/8") ATTACHMENT RING WITH ACCESS PENETRATION TO HOFFMAN 3"x3" WIREWAY FOR OWNER INSTALLED DATA CABLING AT HEIGHTS SHOWN ON POWER PLAN. PROVIDE AN ADDITIONAL (437-7/8") ATTACHMENT RING WITH ACCESS PENETRATION TO HOFFMAN 3"x3" WIREWAY AT 8'-9" (IN CEILING SPACE, NO COVERPLATE NEEDED), TYPICAL FOR ALL DATA CHASES. PROVIDE ALL ACCESSORIES AS REQUIRED. WIREMOLD ATTACHMENT RINGS (437-7/8"), COVERPLATES (S166B) & 9 -FT HOFFMAN 3"X3" WIREWAYS TO BE PURCHASED / SUPPLIED FROM GRAYBAR ELECTRIC (206-292-4848). SEE DETAIL 2 SHEET E-1 AND ARCHITECTURAL OPTICAL PLANS. PROVIDE PULL STRING IN CHASES. 0 MOUNT CLEAN POWER RECEPTACLE IN LOWER CABINETRY ON THE INNER SIDE WALL OF CABINET TO MAKE SURE CABINET DRAWER CAN CLOSE PROPERLY WITH CORD PLUGGED INTO THE RECEPTACLE. COORDINATE EXACT LOCATION WITH REGIONAL OPTICAL MANAGER. ® SAME AS NOTE #6, EXCEPT USE HOFFMANN 4"X4" WIREWAY AT THIS LOCATION IN EACH OPTICAL EXAM. 0 WIREMOLD (S166B) BRASS COMMUNICATION FITTING (COVERPLATE), WITH WIREMOLD (437-7/8") ATTACHMENT RING WITH ACCESS PENETRATION TO HOFFMAN 4"x4"(X12") WIREWAY FOR OWNER INSTALLED DATA CABLING AT HEIGHTS SHOWN ON POWER PLAN. PROVIDE 2" HORIZONTAL CONDUIT BETWEEN THE (2) 4"X4" WIREWAYS IN EACH EXAM ROOM. 1 -FT HOFFMAN 4"X4" WIREWAYS TO BE PURCHASED / SUPPLIED FROM GRAYBAR ELECTRIC (206-292-4848). SEE DETAIL 1 ON SHEET E-1 AND ARCHITECTURAL OPTICAL PLANS. PROVIDE PULL STRING IN CHASES. 10 E.C. TO REUSE EXISTING CIRCUIT IN EXISTING PANEL C1. FIELD VERIFY. Q E.C. TO REMOVE EXISTING RECEPTACLE AND PROVIDE NEW RECEPTACLE AT NEW LOCATION AS SHOWN. INTERCEPT EXTEND FEEDER TO NEW LOCATION, REPULL WIRE AS REQUIRED. EXTEND FEEDER TO MAINTAIN FOR CONTINUITY REUSE EXISTING CIRCUIT. FIELD VERIFY. EXISTING HVAC UNIT TO BE REMOVED AND REPLACE WITH NEW AC AS SHOWN. E.C. TO REMOVE EXISTING FEEDER AND PROVIDE NEW FEEDER AS SHOWN. FIELD VERIFY. 0 0 16 VERIFY LOCATION OF POWER POLE AND CEILING J -BOXES WITH OWNER BEFORE INSTALLATION. E.C. TO REMOVED EXISTING FLUORESCENT LIGHTS AS SHOWN, EXTEND EXISTING FEEDER FOR CONTINUITY. PROVIDE NEW WIRES AS REQUIRED. FIELD VERIFY. CONNECT TO EXISTING RECEPTACLE E.C. TO REMOVED EXISTING RECEPTACLE, PHONE JACK AND ASSOCIATED FEEDER AND WIRES. EXTEND FEEDER FOR CONTINUITY. PROVIDE NEW WIRES AS REQUIRED. FIELD VERIFY. E.0 TO PROVIDE (2) 20A/1P BREAKERS IN EXISTING PANEL "L" FOR NEW OPTICAL LIGHTING. VERIFY IN FIELD. iiiiimmurammmommew0 EXISTING TRANSFORMER EXISTING PANEL PHOTO 0 2"C BETWEEN WIREWAYS. • • ACCESS AT +1'- ACCESS AT +2'-4" PHOTO/28,30 10 C1/22,24 PHOTO/24,26 ACCESS AT +1'-6" 1"C 1"C #8,1"C 11�IL 22 26 *2 2 0 0 WHITE PLUGMOLD, 24" ON CENTER, TOP EDGE OF PLUGMOLD +86" A.F.F. . 2"x2", 2 HANNEL WHITE FINISH POWER POLE. LENGTH AS REPHOTOUIRED TO CEILING STRUCTURAL. PROVIDE UNITRUT FOR ATTACHMENT AS REPHOTO. 21'-6" HEIGHT SET ON TOP OF COUNTER TOTAL HT. © +24'-0". 1"C 1 di) 2s TYPICAL OF 4 PLUGMOLD. 0 OPTICAL - POWER PLAN SCALE: 1/4" = 1'-0" a 40b EL 40b 0 40c 40c 40b OPTICAL - LIGHTING PLAN SCALE: 1/4" = 1'-0" DRYWALL PER ARCH 9 -FT HOFFMAN 3"X3" (4"X4") WIREWAY TO SPACE ABOVE CEILING. ATTACHMENT RING 437-7/8" COMMUNICATION FITTING S166B (COVERPLATE) SPACER/SUPPORT AS REQUIRED NOTE: THIS DETAIL IS TYPICAL FOR ALL ACCESS PENETRATIONS TO WIREWAY. HEIGHT OF PENETRATIONS ARE SPECIFIED ON PLAN. AN ADDITIONAL PENETRATION AT 8'-9" (IN CEILING SPACE) IS TYPICAL FOR ALL CHASES - NO COVERPLATE NEEDED FOR CEILING SPACE PENETRATION. TO PLUGMOLD PHOTO/26 INSULATION TYPICAL OF 4 PLUGMOLD, 0 MOUNT SWITCH INSIDE LOWER CABINET. VERIFY EXACT LOCATION W/ OWNER. BEAM CLAMP (UNISTRUT #PFLO37T OR EQUAL) / Kai I I /--EXISTING TRANSFORMER Q (QUEST /-EXISTING PNL 0 (QUEST) - AREA OF WOR 3 0 0 a IA z TYP. © RZI®0TYP. ipfl H II 0 0 0 0 #10 L/42 1© 0 0 0 x x x O 1(irr (111Y r{-1 0 EXISTING PANEL L EXISTING LRP -L RECEIVED By Ferguson Construction, Inc. on 01/03/2017 INSULATION JL UNISTRUT #P3300 (1-5/8" X 7/8") LOCKED HOOKS (SEE ENLARGED VIEW LIGHTING FIXTURE SCHEDULE) OPTICAL/EXAM ROOM WALL DUCT DETAIL C) NOTES: IF ANY CONFLICTS OCCUR WITH TRUSSES, COORDINATE FIXTURE RELOCATION WITH ARCHITECT/ENGINEER. STEEL TRUSSES 5' ON CENTER VERIFY W/ROOF SHOP DRAWINGS. SAFETY CHAIN UNISTRUT #P3300 (1-5/8" X 7/8") WITH UNISTRUT BEAM CLAMPS #PFLO37T OR EQUAL TO TRUSS - 2 PLACES. FLEXIBLE WIRING SYSTEM SAFETY CHAIN BOTTOM OF FIXTURE +23' A.F.F. TYPICAL. ADJUSTABLE CHAIN HANGER TO MEET 23' FIXTURE CLEARANCE HEIGHT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MOUNTING ACCESSORIES AS REQUIRED, SAFETY HOOKS, CHAIN, UNISTRUT, ETC. FOR FIXTURE MOUNTING. PROVIDE STAINLESS STEEL STRANDED SAFETY CHAIN. SECURE BETWEEN FIXTURE/BALLAST BODY AND THE NEAREST BUILDING STRUCTURE MEMBER. TYPICAL ALL H.I.D.'S INCLUDING H. L D. FIXTURE MOUNTING DETAIL NO SCALE PARTIAL FLOOR PLAN SCALE: 1/16" = 1'-0" EXISTING LIGHTING CONTROL SCHEDULE LRP -L COSTCO - TUKWILA, WA FUNCTION SALES AREA 1ST GROUP ON/Off CIRCUITS # L/1 L/11 L/15 L/19 L/37 HARDLINES 0 w L/16 L/20 L/29 L/30 L/33 L/34 FUNCTION SALES AREA 2ND GROUP ON/OFF CIRCUITS # L/3 L/7 L/17 L/21 L/39 L/18 L/22 L/25 L/26 L/35 L/36 L/2 L/4 L/12 L/8 FUNCTI0.1'( SALES AREA 3RD GROUP ON/OFF CIRCUITS # S L/5 L/9 L/13 L/23 L/41 L/42 L/14 L/24 L/27 L/28 L/31 L/32 L/6 L/10 PROVIDE (10) SPARE RELAYS FOR FUTURE OR OTHER LIGHTING CIRCUIT(S) RELOCATED FROM EXISTING LCC. EXISTING NEW 1111111111 EXIST. TRANS TC1 & PANEL H1 EXIST. PANELS C1 & P1 EXISTING MEZZ. 2 PLAN SCALE: 1/8" = 1'-0" M i 1 PANEL: PHOTO 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS W/ 200A/3P MAIN 10000 A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT SQ -D NQOD CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE EXISTING LOAD 0.50 20/1 1 2 50/2 2.00 MECH A EXISTING LOAD 1.00 20/1 3 4 15/1 2.00 TIRE RECEPTACLE EXISTING LOAD 1.00 20/1 5 6 20/1 1.00 DROP CORD FRONT END MECH B 1.50 RECEPTACLE 0.36 40/2 7 8 30/2 1.20 15/1 0.54 COFFIN CASE WATER TREATMENT 1.50 RECEPTACLE 9 10 15/1 9 1.20 15/1 AC -5 * CLEAN CONTROL 2.00 30/2 11 12 20/1 15/1 11 12 SPARE 2.00 0.54 RECEIVING DESK APPROVEI 13 14 30/2 1.20 15/1 13 PLUGMOLD FENCE RECEPT. 1.00 0.80 20/1 15 16 0.36 1.20 15/1 15 FENCE RECEPT. 15/1 0.80 20/1 17 18 PHARMACY RECEPT. 0.36 SPACE COFFIN CASE 1.20 15/1 30/2 19 20 30/2 0.80 0.36 DROP CORD END ROW 15/1 19 1.20 15/1 0.50 21 22 ROTISS SCALE 0.80 3-5 KIOSK EXISTING LOAD 15/1 21 0.80 20/1 23 24 OPTICAL KIOSK * City of Tukw 1.00 OPTICAL KIOSK * EXISTING LOAD 0.80 23 20/1 25 26 20/1 1.00 OPTICAL KIOSK * BUILDING DIVI OPTICAL KIOSK * EXISTING LOAD 0.80 --- 20/1 27 28 20/1 1.00 UNSUSED SPACE PLUGMOLD - OPTICAL * SPACE UNSUSED SPACE 29 30 20/1 --- 1.00 PLUGMOLD - OPTICAL * OPT RECEPTION RECEPTACLE * 1.08 20/1 31 32 20/2 0.36 NORTH WALL RECEPTACLE EXAM ROOM 174 RECEPTACLE * TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 1.08 1.44 20/1 33 34 1.58 2.12 0.36 TOTAL CONNECTED LOAD 9.9 KVA OPTICAL PLUGMOLD * 1.00 20/1 35 36 20/2 0.36 NORTH WALL RECEPTACLE OPTICAL RECEPT. * 1.00 20/1 37 38 0.36 WATER HEATER WH -10* 1.00 20/1 39 40 20/2 0.36 NORTH WALL RECEPTACLE ROOF RECEPTACLE * 0.18 20/1 41 42 0.36 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 7.28 8.18 5.78 14.2 KVA 15.1 KVA 9.5 KVA 6.92 6.92 3.72 RECEIVED TOTAL CONNECTED LOAD 38.8 KVA 107A * NEW LOAD. PROVIDE BREAKER AS SHOWN PANEL: C1 208 / 120 VOLTS 3 PHASE 5 WIRE Ji.IN 4 0 Lel I 100 A CU BUS 50A/3P MAIN 10000 A.I.C. MIN. EXISTING TOP FEED SURFACE MOUNT SQ -D NQOD PERMIT CENTER CIRCUIT USE PHASE A (KVA) B C BKR. CKT.CKT. NO. NO. BKR. PHASE A (KVA) B C CIRCUIT USE RECEPTACLE 0.36 15/1 1 2 15/1 0.20 OPTICAL RECEPT. * RECEPTACLE 0.36 15/1 3 4 15/1 0.18 TIRE RECEPTACLE RECEPTACLE 0.36 15/1 5 6 20/1 0.36 WATER TREATMENT RECEPTACLE 0.36 15/1 7 8 15/1 0.54 WATER TREATMENT REVIEWI~D F RECEPTACLE 0.36 15/1 9 10 15/1 0.18 CLEAN CONTROL ODE COMPLIJ RECEPTACLE 0.36 15/1 11 12 15/1 0.54 RECEIVING DESK APPROVEI PHARMACY RECEPT. 0.36 15/1 13 14 15/1 1.00 R & D COMPUTER PHARMACY RECEPT. 0.36 15/1 15 16 15/1 0.50 SECURITY JAN 2 7 zU PHARMACY RECEPT. 0.36 15/1 17 18 15/1 0.50 DELI PREP SCALE PHARMACY RECEPT. 0.36 15/1 19 20 15/1 0.50 ROTISS SCALE PHARMACY RECEPT. 0.36 15/1 21 22 15/1 0.72 OPTICAL KIOSK * City of Tukw SPACE 23 24 15/1 0.72 OPTICAL KIOSK * BUILDING DIVI UNSUSED SPACE --- 25 26 --- UNSUSED SPACE UNSUSED SPACE --- 27 28 --- UNSUSED SPACE UNSUSED SPACE --- 29 30 --- UNSUSED SPACE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 1.44 1.44 1.08 3.68 KVA 3.02 KVA 3.2 KVA 2.24 1.58 2.12 TOTAL CONNECTED LOAD 9.9 KVA 27 A *REVISED LOAD, PROVIDE NEW BREAKER AS REQUIRED 0 z z 11 H w Q Q z w w SCHEDULE, z0-1 SCHEDULE, GE POWER AND LIGHTING PLANS, W CHECKED: ANT/JGM x DECEMBER 22, 2016 REVISION DATE: ISSUE DATE: JULY 2016 ARCHITECT REFERENCE NO: 93-0440-30 PROJECT N0:15-302 L:\_pre88\87022\87022032\Costco-Tukwila WA-S1.1-plans-48-87022032.dwg, 12-20-16, 3:18pm, chauh, 48 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location - Costco Wholesale - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition/Name) - 2015 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load e. Dead loads f. Special Loads g. Load Combinations See snow Toad Basic roof snow Toad - Pf = 25 psf Importance factor - IS = 1.0, snow exposure factor - Ce = 1.0 Risk Category II Ss = 1.434, S1 = 0.534, le = 1.0, Site Class "D", SDS = 0.956, SD1 = 0.534 Seismic Design Category = D Resisting System(s) = Light frame wall system using flat strap bracing. CS = 0.167 (ASD), R = 4. Equivalent lateral force procedure was used. Risk Category 11 Basic wind speed (3 sec. gust) VULT = 110 mph, VASD = 85 mph Exposure C. Kzt = 1.0 IBC Load Cases per sec. 1605.2 or 1605.3.1 only Kd = 0.85 Importance factor 1.0. Weight of structure. The following special Toads are to be considered: Mechanical equipment on roof. Sprinkler lines, canopy & other reactions as noted on structural drawings. All Code required Toad combinations are to be used in the building design. Column reactions from these load combinations are to be given to the foundation engineer. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", WCLIB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS - TYPICAL STUDS - WHERE NOTED JOISTS & RAFTERS - TYPICAL JOISTS & RAFTERS - WHERE NOTED PLATES & LEDGERS BEAMS & HEADERS - TYPICAL VISUALLY GRADED TIMBERS (5"X5" & LARGER) BEAMS & STRINGERS (WIDTH MORE THAN 2" OF THICKNESS POSTS & TIMBERS (WIDTH 2" OR LESS OF THICKNESS) SPECIES GRADE BASE VALUE Fb DOUG FIR STANDARD DOUG FIR #2 DOUG FIR #2 DOUG FIR #1 DOUG FIR #2 DOUG FIR #2 550 PSI 900 PSI 900 PSI 1000 PSI 900 PSI 900 PSI DOUG FIR #1 1350 PSI DOUG FIR #1 1200 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF -N -105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. ALL FASTENERS, CONNECTORS, AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC -ES APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES --NO MORE THAN ONE HOLE EVERY 6 -INCHES. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. CONC. EXPANSION & MASONRY ANCHORS & DRILLED -IN DOWELS: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. VERIFY CERTIFICATION OF INSTALLER FOR ADHESIVE ANCHORS. LIGHT GAGE STEEL FRAMING: VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ABBREVIATIONS ARCH. BAL. B. BTWN. BLDG. BRG. C.I.P. C.J. CL CLR. CMU COL. CONC. C.S.J. EA. E.E. E.F. E.J. EL. E.N.W. EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV. G.W.B. H. I.B.C. I.C.C. I.F INC. K L.W. ARCHITECT BALANCE OR BOT. BOTTOM BETWEEN BUILDING BEARING CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CLOSURE STRIP JOINT EACH EACH END EACH FACE EXPANSION JOINT OR ELEV. ELEVATION OR ENW ENGINEERS NORTHWEST EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUD FACE OF WALL FOOTING GAGE HOT DIP GALVANIZED GYPSUM WALL BOARD OR HORIZ. HORIZONTAL INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE FACE INCLUDING KIP (1000 POUNDS) LONG WAY M.B.S. N.F. N.T.S. oc O.F. O.S. O.T.O. PL REINF. REM. R.O. SECT. SIM. S.J STL. SW SYMM. T. T.O.B. T.O.F. T.O.S. T.O.S. T.O.W. TYP. U.N.O. V.E.F. VERT. V.F.F. VFY V.I.F. V.N.F. V.O.F. W.A.B.O. w/ w/o W.H.S. METAL BLDG SUPPLIER NEAR FACE NOT TO SCALE ON CENTER OUTSIDE FACE OUTSIDE OUT TO OUT PLATE REINFORCING REMAINDER ROUGH OPENING SECTIONS SIMILAR SHRINKAGE JOINT STEEL SHEARWALL SYMMETRICAL TOP TOP OF BEAM TOP OF FOOTING TOP OF STEEL TOP OF SLAB TOP OF WALL TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL EACH FACE VERTICAL VERTICAL FAR FACE VERIFY VERTICAL INSIDE FACE VERTICAL NEAR FACE VERTICAL OUTSIDE FACE WASHINGTON ASSOC. OF BUILDING OFFICIALS WITH WITH OUT WELD HEAD STUD AT WALL BRACING SCHEDULE MARK STRAP (50 k.s.i.) HOLDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK GUSSET TO DBL. STUDS GUSSET TO STRAP O1/2" G.W.B. 4 UNBLOCKED SCREW @ 7"oc EDGES AND 7"oc FIELD 20 3" x 16GA. S/LTT20 12 18 15 NOTE: 1.) SCREWS MUST BE PLACED AT LEAST 3/4" APART AND MUST BE 3/4" FROM EDGE OR END OF ALL METAL PIECES. 2.) G.W.B. REPLACES DIAGONAL STRAP BRACES HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S/LTT20 1/2"0 SIMPSON TITEN HD (EMBED 3 1/4") INSPECTED INSTALLATION I.C.C. ESR 2713 8 #10 SIMPSON S/HTT4 5/8"0 SIMPSON TITEN HD (EMBED 3 1/4") INSPECTED INSTALLATION I.C.C. ESR 2713 18 #10 CEILING BRACING SCHEDULE MARK STRAP/CRC (50 k.s.i.) NUMBER OF SCREWS 22 GUSSET TO TRACK GUSSET TO STRAP STRAP SPLICE AO 3" x 16GA. 4 4 4 NOTES: 1.) SCREWS MUST BE PLACED AT LEAST 3/4" APART AND MUST BE 3/4" FROM EDGE OR END OF ALL METAL PIECES. 2.) SEE SECTION 1/S2.1 FOR BALANCE OF INFO. THICKNESS OF STEEL COMPONENTS GAGE DESIGN THICKNESS MINIMUM THICKNESS 2 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 12 .1017 .0966 10 .1240 .1265 NOTES: 1.) UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. 2.) MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION A2.4 OF THE 2007 A.I.S.I. CODE. JOIST BRACING SCHEDULE JOIST SPAN TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' NONE 10' UP TO AND INCLUDING 14' ONE ROW AT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 25' THREE ROWS AT QUARTERS SPANS NOTES: 1.) USE 1 1/2" x 16GA. FLAT STRAP ON TOP & BOT. OF JOIST. OMIT TOP STRAP IF DECK OCCURS. OR 1 1/2" CRC ON TOP OF JOIST. FASTEN TO EA. JOIST w/2 SCREWS. 2.) SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED OTHERWISE ON PLANS. 3.) SEE SECT. 1/S2.1 FOR DETAILS AND EXCEPTIONS. LIGHT GAGE & MISC. PARTS SCHEDULE ITEM CALLOUT MINIMUM PROPERTIES * APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy (K.S.i.) I(in.4) S(in.3) A(in.2) ry SSMA I.C.C. ESR -3064P C12 HEADERS ** (22'-8" MAX. SPAN) (2) 12" x 1 5/8" x 14GA. 50 36.80 5.29 2.24 1.44 (2)1200S162 - 68 (50ksi) C8 HEADERS ** (TYP. U.N.O.) (12'-0" MAX. SPAN) (2) 8" x 1 5/8" x 16GA. 50 11.20 2.46 1.34 1.39 (2)800S162 - 54 (50ksi) RIM JOISTS & BLKG. ** 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0.31 800T125 - 54 (50ksi) CEILING JOIST** 8" x 1 5/8" x 16GA. 50 5.74 1.43 0.67 0.54 800S162 - 54 (50ksi) CEILING TRACK** 8" x 1 1/4" x 16GA. 50 4.75 1.16 0.59 0.31 800T125 - 54 (50ksi) WALL TOP TRACK ** (U.N.O.) 3 5/8" x 1 1/4" x 16GA. 50 0.72 0.38 0.35 0.37 362T125 - 54 (50ksi) WALL TOP TRACK ** (SPCL.) 3 5/8" x 1 1/4" x 12GA. 50 1.34 0.67 0.62 0.36 362T125 - 97 (50ksi) WALL BOT. TRACK ** (U.N.O.) 3 5/8"x 1 1/4" x 16GA. 50 0.72 0.38 0.35 0.37 362T125 - 54 (50ksi) WALL STUDS 3 5/8" x 1 5/8" x 20GA. 33 0.55 0.30 0.26 0.61 362S162 - 33 WALL TOP TRACK ** 6" x 1 1/4" x 16GA. 50 2.34 0.76 0.48 0.34 600T125 - 54 (50ksi) WALL BOT. TRACK ** 6" x 1 1/4" x 16GA. 50 2.34 0.76 0.48 0.34 600T125 - 54 (50ksi) O WALL STUDS 6"x 1 5/8" x 20GA. 33 1.79 0.60 0.34 0.58 600S162 - 33 STRAPS50 O (IN CEILING) WIDE x 16GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. --- --- --- --- SEE CEILING BRACING SCHEDULE 1 1/2" x 20GA. BRACING STRAPS (HORIZ. IN WALLS) 1 1/2" WIDE x 20GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. 33 --- --- --- --- --- O16GA STRAPS (DIAGONAL IN WALLS) WIDE x 16GA. FLAT STRAP 50 --- --- --- --- SEE WALL BRACING SCHEDULE 2" x 2" ANGLE GAGE TO MATCH SUPPORTED MEMBER 33 SCREWS (MTL. TO MTL.) #8-18 x 1" HWH #2 OR PPH #2 HILTI w/ 5/16"0 MIN. HEAD SCREWS (G.W.B. TO MTL.) #10-24 x 1 1/2" PWH #3 HILTI SCREWS (PLYWOOD TO MTL.) #8-18 x 1 1/2" PWH #3 HILTI 6"oc EDGES & 12"oc FIELD WALL & BOTTOM TRACK ANCHORS #DS37P10 (0.177"0 X 1 1/2" LOW VELOCITY DRIVE PINS HILTI I.C.C. ESR -1663 NOTES: 1.) * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. 2.) SINGLE FRAMING MEMBER SHOWN THUS: C 3.) DOUBLE FRAMING MEMBER SHOWN THUS: (U.N.O.) C] 0 r - L r L L_ CONTRACTOR TO VERIFY (E) 1/2" GWB @ ONE SIDE MIN. TYP 1- \ N / JOIST BRACING PER SCHEDULE - 4 N / \ J / / / / STRIP (E) SHEATHING AND ADD (N) X -BRACE CONTRACTOR TO VERIFY (E) C8 HDR MIN. / / / / / / PARTIAL CEILING FRAMING PLAN / / /\ CONTRACTOR TO VERIFY (E) 1/2" GWB @ ONE SIDE MIN. u J 1 yJ (N) 3 5/8"x2OGA STUD WALL @ 16"oc TYP. NOTES: 1. ALL ITEMS ARE NEW UNLESS NOTED AS EXISTING (E). 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. 3. VERIFY ALL DIMENSIONS w/ ARCH. 4. SEE DETAIL 1/S2.1 FOR TYP. FRAMING DTLS. (U.N.O.). 5. WHERE "HILTI" BRAND ADHESIVE ANCHORS ARE CALLED OUT DO NOT SUBSTITUTE OTHER BRAND ANCHORS WITHOUT PRIOR WRITTEN APPROVAL FROM ENW. NOTE: ONLY ANCHORS WITH CURRENT CODE APPROVED VALUES WILL BE CONSIDERED. 6. WHERE BEARING WALLS SUPPORT JOISTS @ 16"oc SPACE THE STUDS @ 16"oc DIRECTLY BELOW JOISTS. WHERE BEARING WALLS SUPPORT JOISTS @ 24"oc OR 48"oc SPACE THE STUDS @ 24"oc DIRECTLY BELOW JOISTS. WHERE WALLS ARE PARALLEL TO JOISTS SPACE THE STUDS @ 24"oc. SEAT STUD WEBS OF TOP & BOT. TRACKS, TYP. 7. PROVIDE JOIST BLOCKING / BRACING PER DETAIL 1/S2.1. SEE "JOIST BRACING SCHEDULE" THIS SHEET. 8. X -BRACES / SHEAR WALLS SHOWN THUS: >-‹ & NOTED AS OARE PER ELEVATION 2/S2.1 & WALL BRACING SCHEDULE. 9. CEILING STRAPS SHOWN THUS: �><:. & NOTED OSEE "CEILING SCHEDULE". 1/4" = (E) GLB PURLIN (E) GLB PURLIN (E) GLB PURLIN PARTIAL ROOF FRAMING PLAN NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS AREA OF WORK KEY PLAN (E) GLB PURLIN GLB PURLIN Lu GLB PURLIN Lu L r - L r L L_ (E) GLB PURLIN M 1 7 1/4" = 1'-0" 00(1 RECEIVED CITY OF TUKWILA JAN 2 3 2017 PERMIT CENTER RECEIVED By Ferguson Construction, Inc. on 01/03/2017 NTS IEWED FOF CODE COMPLIAN APPROVED JAN 2'7 7017 City of Tukwila BUILDING DIMS' w 1- 0 72016-09-08 `EI3INEER: M. TAN M 2 0 co o N 2016-08-11 2016-12-22 DRAWING REVISIONS PERMIT REVISION DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION I� <I I I w a 0 72016-09-08 `EI3INEER: M. TAN C. HUH 'DRAWN: DATE: 2016-07-18 DRAWING REVISIONS PERMIT REVISION IO z <I co f:crn rn N v NLLLIT$ Z co E. e ¢ Worn c am rnn rn 0L - PARTIAL CEILING PLAN, SCHEDULES, & GENERAL NOTES iii 1- z w =0 U) JW00 W > O E co 0 o, w ow S US < 0-3 Uv'S O � JOB NO: 87022032 `EI3INEER: M. TAN C. HUH 'DRAWN: DATE: 2016-07-18 SHEET IN NO: S1.1 SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE NOTE: SEE SCHEDULE FOR LOCATIONS CLIP FLANGES OFF & LAP TOP TRACKS TYP. 4 SCREWS MIN. (2) SCREWS @ 16"oc TOP & BOT. @ HEADER BEARING HEADER PER SCHEDULE ROUGH OPNG. SINGLE WINDOW SILL TRACK 16GA. NON LOAD BEARING HEADER LOAD BEARING HEADER LAP HEADER OVER 2 JAMB STUDS w/4 SCREWS TO EA. STUD EA. SIDE (8 TOTAL) 20GA. CLOSURE TRACK AS REQUIRED 2 SCREWS @ 48"oc STUD TO STUD TYPICAL WALL HEADER DETAIL HEADERS NOTED ON THE PLAN AS "HDR." ARE BEARING HEADERS & ARE NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TO THE JOISTS ARE NON-BEARING (U.N.O.) SCREWS @ 3"oc TO ALL BLOCKING PANELS THRU TOP & BOT. STRAPS CONT. STRAPS TOP & BOT. OF CEILING JOISTS @ LOCATIONS PER "JOIST BRACING SCHEDULE", LAP STRAPS 24" MIN. w/2 ROWS SCREWS @ 4"oc EA. ROW (6 PER LAP) SEE NOTE BELOW SCREWS @ 16"oc TO ALL WALL TRACKS 2"x2" ANGLE CEILING JOIST DEPTH LESS 1" w/(3) SCREWS EA. FACE TYP. (U.N.O.) SCREWS @ EA. CEILING JOIST T. & B. TYP. SOLID BLOCKING @ END TWO CEILING JOIST SPACES @ EA. STRAP RUN, SAME GAGE & SIZE AS CEILING JOISTS. PROVIDE TWO SPACES OF SOLID BLOCKING @ EA. END OF JOIST RUN & @ 20'-0"oc MAX. BETWEEN TYPICAL JOIST BLOCKING & STRAP DETAIL CEILING JOIST BLOCKING WHERE NOTED ON PLANS. THE TOP STRAP NOT REQUIRED IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT REQUIRED IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. STRAP PER SCHEDULE 0 DRIVE PINS @ 24"oc MAX. & 6" MAX. FROM EA. END OF TRACK, (U.N.O.) PROVIDE (2) @ EA. JAMB TRACK BLOCKING TO MATCH STUDS, PLACE @ 10'-0"oc MAX. ALONG WALL & @ EACH END OF WALL BEND UP 4" @ EA. END. 4 SCREWS TO STRAP EA. BLOCK STUDS @ 16"oc OR 24"oc PLACE ONE STUD MIN. DIRECTLY BELOW EACH JOIST. BOT. TRACK PER SCHEDULE USE (1) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. EA. SIDE (SEE SCHEDULE). NOTE: SEAT STUD WEB TIGHT TO TRACK WEB @ TOP & BOT. OF STUDS TYPICAL WALL, BLOCKING & STRAP DETAIL STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. L:\ pre88\87022187022032\Costco-Tukwila WA-S2.1-sections-16-87022032.dwg, 12-20-16, 3:18pm, chauh, 16 16GA. TRACK (U.N.O.) BLOCKING REQUIRED AT CONT. JOISTS. PROVIDE 2" x 2" ANGLE E.E. w/3 SCREWS PER LEG SEE TYP. BLOCKING DETAIL FOR ANGLES BLOCKING PER TYPICAL DETAIL LOCATE PER PLAN TYP. CEILING JOIST PER PLAN (MAX. JOIST SPACING = 48"oc) 1A3- lti r 1A-1- tir TOP TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS TYPICAL JOIST OVER INTERIOR WALL 10 x 10 x 16GA. GUSSET @ STRAP w/4 SCREWS EA. MEMBER (MIN.) THIS GUSSET TYP. WHERE STRAPS END BLOCKING NOT SHOWN HERE FOR CLARITY SCREWS @ 16"oc @ JOIST OVER WALL (SEE PLANS FOR LOCATIONS) CLIP FLANGES & LAP TOP TRACKS TYP. G.W.B. PER ARCH. NOTE: STUDS NOT SHOWN FOR CLARITY 16GA. TRACK CONT. (U.N.O.). PROVIDE 2" x 2" x 20GA. ANGLE E.E. w/3 SCREWS PER LEG @ EACH JOIST CONT. DIAGONAL BRACING STRAPS OR CRC PER "CEILING BRACING SCHEDULE" WHERE SHOWN ON PLANS. TAKE ALL SLACK OUT OF STRAPS. RIM JOIST SPLICES USE 3" x 8" x 16GA. w/6 SCREWS E.S. NOTE: DO NOT SPLICE RIM JOIST OVER ANY HEADER. TYPICAL JOIST TO RIM JOIST w/DIAGONAL STRAPS CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. BOX HEADER STUD EA. SIDE w/5 SCREWS EA. STUD BOX HEADER DOUBLE JOISTIOR 0 2"x2"x0'-7" ANGLE 1 EA. SIDE w/5 SCREWS EA. LEG TYPICAL CEILING HEADER CONNECTION AROUND HOOD DUCT SHAFT NOTE: JOISTS ARE NOT TO BE CUT FOR INSTALLING DUCT WORK JOIST SPACING PER PLAN (24"oc MAX.) SINGLE JOIST ANGLE 2"x2"x0'-7" w/ 5 SCREWS EA. WAY (6 PLA DOUBLE JOISTS RIM. JOIST HEADER EA. SIDE OF DUCT. TRACK BLOCKING EA. SIDE OF HOOD DUCT w/1 2"x2"x0'-7" ANGLE EA. END w/4 SCREWS EA. LEG INTO BLOCKING & JOISTS. CONDITION AT DUCTS LARGER THAN JOIST SPACING TYPICAL DUCT PENETRATION THRU CEILING FRAMING NOTE: SEE ARCH. FOR LOCATIONS TYPICAL LIGHT GAGE FRAMING DETAILS 3/4" = 1'-0" CL OF STRAP TO INTERSECTION OF DOUBLE STUD & TOP TRACK TYP. T. & B. 16GA. GUSSET PL SIZE DETERMINED BY NUMBER OF SCREWS SEE SCHEDULE EXTEND TO ADJACENT WALL LENGTH IS PER PLAN (U.N.O.) HOLD 16" EA. END CL STUD HOLDOWN PER SCHED. EA. END SEE DTL. "2a" TOP TRACK CL SYMM.— DIAG. STRAPS PER SCHEDULE (DO NOT SPLICE) DRIVE PINS @ 24"oc @ SHEARWALLS TYP. • • ' • II': : 4# • •' .11 ••I I ' II • II'...• IT•.• • 1I•. •.• `LI' II:• II :•:.f ':.: N; '• H. lI • . 11•H. : U. LI: •.I}. • •Il '• .•ii' :.ii,.. 'ii:. •••Ir',. •••. ..•U•;••1}•:•• .••II.II' 11 • 11 • ::. 11 %H.- -1 •..q `•:H" TYP. "X" BRACED SHEAR WALL ELEV. / TYP. G.W.B. SHEAR WALL ELEV. NOTES: 1.) BRACES MUST BE TIGHT & STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. 2.) G.W.B. MUST RUN FULL HEIGHT TO CEILING JOIST WHERE NOTED AS SHEAR WALL. ELEVATION EXISTING 4x6 D.F. #2 P.T. EXISTING 1/2"0 LAG SCREW @ EA. CORNER INTO EXISTING FRAMING BELOW (4" EMBED) RIM JOIST OR TRACK @ CEILING JOIST LEVEL SEE SECT. 3 & 4/S2.2 STOP X-BRACE/STRAP @ TOP OF CEILING JOIST OR @ TOP OF TRACK OF WALL AS SHOWN HERE. DOUBLE STUD TYP. EA. END OF WALL (U.N.O.) 1/2" MIN. G.W.B. UNBLOCKED SCREW PER SCHEDULE (U.N.O.) 3 5/8" STUD WALL TYP. SEE SCHEDULE DETAIL 2a DOUBLE STUDS TYP. @ HOLD DOWN - MECH. UNIT & MAX. WT. PER PLAN. NOTE: ATTACHMENT OF MECH. UNIT TO CURB BY OTHERS EXISTING SIMPSON "HU46" HGRS. TYP. VERIFY NEW ADAPTER CURB BY OTHERS AS REQUIRED. ATTACH PER MFR. EXISTING METAL CURB BY OTHERS ATTACH TO 4x w/10d COMMON @ 6"oc & 1/2"0x4" LAG SCREW @ EA. CORNER, VERIFY EXISTING PLYWOOD ROOF SHEATHING G SECTIONS EXIST. GLB PURLIN N.T.S. 3/4" = 1'-0" LIGHTLY GREASE DOWEL THIS SIDE PRIOR TO POUR & AFTER EPDXY TO EXIST. SLAB NEW 6" CONCRETE SLAB ON GRADE w/ #4 @ 18"oc EA. WAY @ CL VFY. *TO MATCH EXIST. COMPACTED SUBGRADE BY OTHERS NEW SLAB EXIST. SLAB v 1 A 5/8" x 10" SMOOTH ROUND DOWELS @ 18" oc. EPDXY TO EXIST. SLAB w/HILTI HIT-HY 200-R ADHESIVE. EMBED 4 1/2" w/ SPECIAL INSPECTION, ORIENT PERPENDICULAR TO EXIST. SLAB SAW CUT EDGE AND LEVEL w/ HORIZONTAL PLANE TYPICAL SMALL SLAB REPLACEMENT DETAIL SECTION M l� RECEIVED 3/4" = 1'-0" 00(1 By Ferguson Construction, Inc. on 01/03/2017 RECEIVED CITY OF TUKWILA JAN 2 3 2017 PERMIT CENTER w Q m 2016-09-08 ENGINEER: M. TAN 2016-08-03 2016-08-11 2016-12-22 DRAWING REVISIONS PERMIT REVISION DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION O z Qz Lu 0 2016-09-08 ENGINEER: M. TAN DRAWN: C. HUH DATE: DRAWING REVISIONS PERMIT REVISION O Qz REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 7 2017 City of Tukwila BUILDING DIVISION SECTIONS 1- z w W Z I O CO O JOB NO: 87022032 ENGINEER: M. TAN DRAWN: C. HUH DATE: 2016-07-18 SHEET NO: S21