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HomeMy WebLinkAboutPermit M12-191 - PROVIDENCE INFUSION & PHARMACYPROVIDENCE INFUSION & PHARMACY 3333 S 120 PL M12 -191 Parcel No.: Address: Cit/Al/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: htto: / /www.TukwilaWA.gov 1023049079 3333 S 120 PL TUKW MECHANICAL PERMIT Project Name: PROVIDENCE INFUSION & PHARMACY Permit Number: M12 -191 Issue Date: 01/30/2013 Permit Expires On: 07/29/2013 Owner: Name: Address: Contact Person: Name: .Address: Email: SABEY CORPORATION 12201 TtJKWILA INTL BLVD , 4TH FLOOR 98168 CHRIS THOMAS 5005 THIRD AV S , SEATTLE WA 98134 CHRIST @MCKINSTRY.COM Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98124 Contractor License No: MCKINCL942DW Phone: 206 - 786 -4586 Phone: 206 762 -3311 Expiration Date: 03/16/2014 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF EXISTING PORTION OF BUILDING. CONSTANT VOLUME PACKAGE UNITS WITH GAS HEAT INSTALLED THROUGHOUT THE OFFICE SPACE AND HIGH BAY .AREAS. IN THE CLEAN ROOMS A RECIRCULATING FAN IS USED WITH A ROOF TOP UNIT FOR BOTH TEMPERATURE CONTROL .AND TO ACHIEVE THE HIGH AIR CHANGE RATE REQUIRED. EXHAUST FANS ARE USED FOR BOTH GENERAL EXHAUSTS AND CLEAN ROOM EXHAUST. INSTALLATION OF SUPPORTING DIESEL GENERATOR. Value of Mechanical: 511,465.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Fees Collected: International Mechanical Code Edition: Permit Center Authorized Signature: 9 Date: I hereby certify that I have read an governing this work will be compli ex d with The granting of this permit does not p construction or the performance of work. I back of this permit. s $5,328.56 2009 0027.-0111 ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this mechanical permit and agree to the conditions on the ?y.N ]F1-omt-S Date: /- s?3-13 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M12-191 Printed: 01 -30 -2013 PERMIT CONDITIONS Permit No. M12-191 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: H.V.A.C. units rated at greater than 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) 16: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC doc: IMC -4/10 M12 -191 Printed: 01 -30 -2013 104.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 22: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) (AVOID CAUSING SPRINKLER HEAD DISCHARGE PATTERN OBSTRUCTIONS WITH DUCTWORK.) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 24: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 25: The installation of flammable /combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obained from the fire prevention office at 444 Andover Park East, Tukwila WA 98188. 206 -575 -4407. 26: All flammable /combustible liquid tank installations and piping shall comply with 2009 International Fire Code Chapter 34 and NFPA 30. 27: Generator installation shall comply with NFPA 30, chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, NFPA 70, article 445 and manufacturers installation guidelines. 28: A stamped licensed engineers' letter may be submitted to the inspector at the time of inspection certifying compliance with the referenced code requirements. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M12 -191 Printed: 01 -30 -2013 Site Address: Tenant Name: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://vvww.TukwilaWA.gov IPrcvct • ,p. f� rr Date Application; Accepted Date Application opaffice;tise,00 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 ** King Co Assessor's Tax No.: 102304907904 3333 S. 120th Pl. Building #3, Tukwila, WA Providence Health & Services Suite Number: Floor: 1 New Tenant: ® Yes ❑ ..No PROPERTY OWNER ,: I . 4 Name: Sabey Corp. Address: 12201 Tukwila International Blvd. City: Tukwila State: WA Zip: 98168 CONTACT,PERSON ' person receiving alt project t =a rY.. communication,_ _ Name: Chris Thomas Address: 5005 3rd Ave S Address: 5005 3rd Ave S Phone: (206) 832 -8462 Fax: (206) 832 -8662 City: Seattle State: WA Zip: 98134 Phone: (206) 786 -4586 Fax: (206) 832 -8735 Email: christ @mckinstry.com ';:iIECHANICAL,CONTRACTOR INFORMMATIO•1; - _'; Company Name: McKinstry Co. Address: 5005 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 832 -8462 Fax: (206) 832 -8662 Contr Reg No.: MCKINCL942DW Exp Date: 03/16/2014 Tukwila Business License No.: BUS - 0101413 Valuation of project (contractor's bid price): $ 511,465 Describe the scope of work in detail: Tenant improvement of existing portion of building. Constant volume package units with gas heat installed throughout the office space and high bay areas. In the clean rooms a recirculation fan is used with a roof top unit for both temperature control and to achieve the high air change rate required. Exhaust fans are used for both general exhaust and clean room exhaust. Use: Residential: New ❑ Replacement ❑ Commercial: New ® Replacement ❑ Fuel Type: Electric ❑ Gas m Other: H:\Applicanons\Forms- Applications On Lyle \201 I Applications\Mechanical Permit Application Revised 8.9 -1 I.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 6 Repair or addition to heatirefrig /cooling system Air handling unit <10,000 cfm 17 Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system 6 Hood and duct Incinerator — domestic Incinerator — comm /industrial Unit Type Qty Fire damper Diffuser 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 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN/? E R A ORIZED AGENT: Signature: L '...../.71--),A,4- /A-1_L_ Date: 12/05/2012 Print Name: Chris Thomas Day Telephone: (206) 786 -4586 Mailing Address: 5005 3rd Ave S Seattle WA 98134 City State Zip n: Applications `•Forms - Applications On Line2011 Applications`Mechanical Permit Application Revised 8- 9- 11.docx Revised: August 201 I bh Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT ParcelNo.: 1023049079 Permit Number: M12 -191 Address: 3333 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 12/06/2012 Applicant: PROVIDENCE INFUSION & PHARMACY Issue Date: Receipt No.: R13 -00634 Payment Amount: $126.00 Initials: JEM Payment Date: 01/30/2013 09:44 AM User ID: 1165 Balance: $0.00 Payee: MCKINSTRY CO. SERVICE ACCOUNT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 12373 126.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 126.00 Total: $126.00 doc: Receiot -06 Printed: 01 -30 -2013 City of TuSilar Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hirn:/tvww. ci.lukwila. wa, us SET RECEIPT RECEIPT NO: R12 -03269 Initials: WER User ID: 1655 Payee: MCKINSTRY Payment Date: 12/06/2012 Total Payment: 6,213.19 SET ID: 120612 SET NAME: PROVIDENCE SET TRANSACTIONS: Set Member Amount M12 -191 5,202.56 PG12 -216 1,010.63 TOTAL: 5,202.56 TRANSACTION LIST: Type Method Description Amount Payment Check 353387 6,213.19 TOTAL: 6,213.19 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.103.00.0 000.322.102.00.0 000.345.830 000.322.103.00.0 TOTAL: 260.40 4,162.05 1,242.64 548.10 6,213.19 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v_ (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project:0 r 0 ke-A. Type of Inspecti on: C . I AK kke-cak. Address: `� yy 3 `.c ? 1 (i --.._ ( L Date Called: l�-C --c--As -"s c) Special Instructions: ( 9 k Date Wanted: �..9 1 -2(— ! 3 .� , p.m. Requester: Phone No:( Approved per applicable codes. El Corrections required prior to approval. COMMENTS: l�-C --c--As -"s c) J "" 1.1 u & Z.1 it ( 9 k SIAA_31% -Le 5 t,14 7V T t ,2 L).,.1 P J 1. 0 k1 Dui" -1-AS 1 f .f 1 Date: n REINSPECTION FEE REQUIREDIPrior t 'next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins ector: 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 -367 Permit Inspection Request Line (206) 431 -2451 Project: c, a _ Tule of Inspection: n._, i W S ,cd k-r OeTe,r 1.--- . r 1.1-0 --S PPP (�dlI 0-S ,eJJ i.e (kit On 9 Date Called: Ill S 4 Special Instructions: . %�� � _�— + r" Date Wanted:: ,. l ( d'' i3 p.m. Requ J _ Phon e N^o:rr -- j \\ 3 037 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3CJ OiC -C,i ; f t `VJ uY W1 S ,cd k-r OeTe,r Svt Jr-6 4) W4 . r 1.1-0 --S PPP (�dlI 0-S ,eJJ i.e (kit On 9 l4M J_ te� 44 Jp. 4 Ill S 4 Date n REINSPECTIONFEE REQUIRED. Priv. to next inspection, fee must be paid at 6300 Southcenter Blvd., SuiteU'00. Call to schedule reinspection. -4(0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION �, 6300 Southcenter Blvd., #100, Tukwila: WA 98188 R (206).431 -3670' Permit Inspection Request Line (206) 431 -2451 Project: Pro °. kep <i. Type of Inspecton: I Addrresss:`�\ �} -rt, 1 / Date.C��allllleed:: �A /�\ �/ ) Special Instructions: Date Wanted:. m.- Requester: Phone � N,o�: - 3 Y ` r 0.Co Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 p i Inspector: h V vU \ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee miistbe: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.: Datea -- 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 -367 Permit Inspection Request Line (206) 431 -2451 Project: vU< nrte. Typ of Inspection: ` 1 /� l2-0 60Ff ep'�_i Address: � , 3 333 I `?.6 APL Date Called: Special Instructions: Date Wanted: !a rr�: 2,., '..--/ p.m. Requester: Phone No: )4) (V X30- 5'l t Approved per applicable codes. Corrections required prior to approval. 8 COMMENTS: r/A- o 1A 3-1-- Inspegtor: Date._ 13 T7 REINSPECTION FEE REQUIRE /Prior to next inspection. fee musrbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila: WA 98188 ,:R (206) 431 - 3670. Permit Inspection Request Line (206) 431 -2451 "1(2- _/ .( PERMIT NO. Prpj,ect: C'rn v k Xf-A( -- Type of Inspection: , aU(O 1-1- ttV Address: 6 3333 f 126 ``.PL Date Called: Special Instructions: • • Date Wanted: 7 •J — `t —13 [' ....-11.4.6: p :m. Requester: Ph Nter7.30' 541 1.-: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: tf*._ eC r R 0 A.f Inspector: t. Dater �. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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) 431 -2451 Project: Pr I er -aA MS, a// Typeof Inspection: A o ; f-F1, Address: 3;-;1 L 1 to ,'L- Date Called: Speciallristructions: Date Wanted: --7-6 .'''": . -"`ate. p.m. Requester: Phone - 0%: _. 1 C..w54 14 Approved per applicable codes. Corrections required:prior'to approval.. COMMENTS: Fib .M %iJ E-fr IDr-i A , Pk' 1� R 1 Alt, I ..., p, , , n REINSPECTION FEE REQUIRED. Prior to next inspection;: fee must be: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule; reinspection. Insp ctor: Date _- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 %4 l 2 Pro }}e``ct: KrO4' ■ �1Ac6 Type.of Inspection: (C Li G tf- l✓l�C� Address: il. 3\ I "7.4)1 AL. Date Called: 1 Special Instructions: y Date Wanted: 3„..-----72_.1 2 — Z% r p.m. Requester: ( Phone No: 'L,0 -'73® -5-4 l %� EiApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: 1 `1' N, c ci i ( Me . ,71:— --. kJ -5 0 ,1 (__,_ K_.2._.._.. .. . ..,_ -..a.. „-----.. n 1 n Inspei tor: l( —tj ■ ('o n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Dater - �' INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY-OF TUKWILA BUILDINGrDIVISION 6300' t �nspect on #100, Request Lne Tukwila. ( Line 431-2451 (206) 431 -367 8188 Project: .O t` A. ' �L1' �� _ Type of Inspection: " � i51 . \ (.t-\ - . ►V Address: -a 33-3 s raoiL Date Called: Special Instructions: Date Wanted:. .- — Q - )-z. C� a.m:; P.m. Requester: it Phone No: aC- )G --73d- -514 I t O JApproved per applicable codes. Corrections required prior to approval. COMMENTS: it O ii) 6r ; 1- 4 •' c -._ -(J .. 'Y H , .0 - ► i` 4.3 S % o AV X A-- 'l 1c AL G /`, il e--b- AreA 61- { Inspet tt_or: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206 - 575 -4407 Project: rvv, de c..0 . Sprinklers: Fire Alarm: Type of Inpection: 4 / E Address: i 3 Suite #: Leo 5— 1 d- P1 `- - -., Contact Person: ," Special Instructions: Cwt f'1,314-- r yilloti-e-- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: • Sprinklers: Fire Alarm: Hood & Duct: J 1 i ..) , xJ A Sr `fit- f !' s -eP' f vv w- 1' O() ✓Z 4.e pesni L i' S yv &4d ) Occupancy Type: A Pr D k- . �U Cwt f'1,314-- r yilloti-e-- Au IX Poo A I N! ec.%i w,i ,I-1... - ®)c. __ 14- a ! 9). 1P °J q. t N SW-el . b '(cc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i 5.-e.. Date:' 1, /a ///3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I 4-- CAS-_ )f►r !n - 3'-7 R PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Proj ct: l'/ vV, Q,vC,P Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: - d - / a Address: t Suite #: . , 3w,,, � 5 / c ? i-`~ f / I Contact Person: Special Instructions: c:06_3S,t 1', -. 0 e, 1-e c) Q., < Phone No.: Approved per applicable codes. f3L9rrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: —tZ' r!' -0LI, d e i. cc5 . c:06_3S,t 1', -. 0 e, 1-e c) Q., < Door /Uk_k,.. -> ri^-° i- cASte_. . lZ.-- !Au " / '7 l'17) b ! Ci JAI- t br U Tzv �'P.4 el, ✓ / -//c. f`o6t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: P\,, -.-_, S--D-_ Date: 6 / /g/If Hrs.: ; $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Gw Mo Om illy Ile Of Your Ballding Providence Infusion and Pharmacy Test, Adjust, & Balance Report 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 JUNE 2013 RECEIVED c TY OF TUKWILA JUN 212013 PERMIT CLNTTR • • For Th instry ife Of Your Building Date: June 20, 2013 Project: Providence Infusion and Pharmacy 3333 S. 120th PI. Building #3 Tukwila, WA 98168 Job Number:01953 TAB Scope: • Test, Adjust, and Balance the following equipment to design values as shown on mechanical schedule and HVAC floor plans: • RTU 1 through 17 • MUA -1 • EF 1 through 6 • RCF -1 and 2 • RF -1 and 2 Balancing Summary: Engineer approved values that exceed original design are noted within report. Observations: Areas requiring pressure gradients have CFM values listed that achieve these requirements. These values may or may not be within design tolerance. See CX report for actual pressures. 5005 3rd Avenue South • Seattle, WA 98134 • 206.762.3311 • FAX 206.762.2624 California • Colorado • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin • • Far 10 instry ft 01 !bar RiOClap Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/19/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -1 Unit & Fan Data 1 Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56HZ Roof Top Unit 3 1725 J08ZFN10Q4FZZ60001A 460 3 _ N1B3488116 4.7 1.15 Roof Power Drive Workstations VM50 7/8 Forward Curve Centrifugal 5 TO DWDI Power Drive Vertical - Down NA 7 1/4" Vertical - Down 19 1/4" (4) 20 "x24 "x2" Pleats 1 A -54 - - Far Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ni itcirip / Return 3225 (3080) 3,355 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.49 O. A Full Flow Amps -0.564 -0.653 0.089 2570 2820 NA NA NA 510 535 NA NA NA 1,095 874 -0.653 -0.807 0.1549 NA 1.31 -0.807 0.503 1.3105 NA 1.07 -0.564 0.503 1.0666 NA 2.53 Amps - Act. VOLTS - Act. DNA 3.8 481 DNA 3.9 480 3.3 vdc min osa 3.7 482 Remarks: DNA = Does Not Apply NA = Not Accessible Readings By: CJ /PH /DE Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/12/2013 System: RTU - 1 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Work stations 1 DT 12 385 332 294 449 117% 1 Work stations 2 DT 12 385 402 357 401 104% Work stations 3 DT 12 385 624 622 416 108% Work stations 4 DT 12 385 472 415 425 110% Work stations 5 DT 12 385 451 393 413 107% Work stations 6 DT 12 385 605 495 410 106% Work stations 7 DT 12 385 424 380 386 100% Work stations 8 DT 12 385 594 481 455 118% 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 3080 3355 109% Remarks: 1) Volume damper is set to full open. • • For ID instry Us 11 roar landing Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/11/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU - 2 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56H Roof Top Unit 1.5 1725 Jo3ZFTO6P4AZZ20003 460 3 N1B3503915 2.5 1.15 Roof Power Drive S Conf. VL44 7/8 Forward Curve Centrifugal 5 TO DWDI Power Drive Horizontal AK64 1 Vertical Down 12 1/4 (2) 15 "x20 "x2" Pleat 1 A -37 (2) 14 "x25 "x2" Pleat FAR Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open nutciriP / RPtiirn 735 1263 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 2.39 O. A Full Flow Amps -0.157 -0.215 0.0588 555 1073 DNA DNA DNA 180 190 DNA DNA DNA NA 868 -0.215 -0.341 0.1259 NA 0.85 -0.341 0.506 0.8469 NA 0.66 -0.157 0.506 0.6622 NA 1.16 Amps - Act. VOLTS - Act. DNA 1.8 481 DNA 1.9 482 1.8vdc min osa 1.9 481 Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. • • Readings By: PH /DE Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/12/2013 System: RTU - 2 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Confrence Room 1 DT 10 320 595 485 584 183% 1,2 Confrence Room 2 DT 10 320 740 654 599 187% 1,2 Back Foyer 3 DG 6 45 162 149 80 178% 1,2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 685 1263 184% Remarks: 1) Volume damper is set to full open. (2) Value approved by design engineer. F , re nstry Is 0? row Suliding Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: C] / PH Date: 6/19/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -3 Unit & Fan Data Motor & Drive Data Make Unit Type Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data York Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment GENTEQ DNA Roof Top Unit 0.5 1050 D3NZ024N03606C 230 1 W1B3465430 4.1 NA Roof Direct Drive Nurse Hotel - - - - Forward Curve Centrifugal - - DWDI Direct Drive Vertical - Up - - - - Vertical - Down - - (1) 20 "x20 "x2" Washable - - - - - - - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ail ItSir1P / Pint! irn 485 635 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.55 O. A Full Flow Amps -0.062 0.068 0.0061 390 535 DNA DNA DNA 95 100 DNA DNA DNA 1,088 818 0.432 0.36 0.0726 NA 0.50 0.068 0.432 0.5002 NA 0.42 -0.062 0.36 0.4215 NA 0.06 Amps - Act. VOLTS - Act. DNA 0.6 207 DNA - - - - 4.6 vdc min osa - - - - Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. • • Readings By: CJ /PH /DE Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/12/2013 System: RTU - 3 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Nurse Hotel station 1 DT 8 130 261 170 131% 2 Nurse Hotel station 2 DT 8 130 250 177 136% 2 Confrence Room 3 VT 10 230 178 288 125% 1,2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 490 689 635 130% Remarks: 1) Volume damper is set to full open. (2) Value approved by design engineer. • • Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/19/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -4 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data York Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment GENTEQ DNA Roof Top Unit 0.5 1050 D3NZ024N03606C 230 1 W1B3465435 4.1 NA Roof Direct Drive Training Room - - - - Forward Curve Centrifugal - - DWDI Direct Drive Vertical - Up - - - - Vertical - Down - - (1) 20 "x20 "x2" Washable - - - - - - - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ni itcirdp / Rati irn 660 752 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.55 O. A Full Flow Amps -0.063 -0.084 0.0211 499 586 DNA DNA DNA 161 166 DNA DNA DNA 1,088 788 0.366 0.282 0.0841 NA 0.45 -0.084 0.366 0.4496 NA 0.34 -0.063 0.282 0.3444 NA 0.06 Amps - Act. VOLTS - Act. DNA 0.6 207 _ DNA - - - - 6.3 vdc min osa - - - - Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. • • Readings By: CJ /DE /PH Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/12/2013 System: RTU - 4 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Confrence Room 1 VT 10 225 254 254 113% 1,2 Training Room 2 DT 8 220 255 255 116% 1,2 Training Room 3 DT 8 220 243 243 110% 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 665 752 752 113% Remarks: 1) Volume damper is set to full open. (2) Value approved by design engineer. • • For TO instry Its 01 Thar RulIding Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: C) /PH /DE Date: 6/12/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -5 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data York • Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment GENTEQ DNA Roof Top Unit 0.5 1050 D3NZ024N03606C 230 1 W1B3465434 4.1 NA Roof Direct Drive Staff Lounge - - - - Forward Curve Centrifugal - - DWDI Direct Drive Vertical - Up - - - - Vertical - Down - - (1) 20 "x20 "x2" Washable - - . - - - - - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open nllrci,1P / Rahirn 565 734 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.53 O. A Full Flow Amps -0.095 -0.117 0.0219 483 645 0.31 0.207 0.1027 82 89 DNA DNA DNA 1,088 745 DNA DNA DNA NA 0.43 -0.117 0.31 0.4264 NA 0.30 -0.095 0.207 0.3018 NA 0.06 Amps - Act. VOLTS - Act. DNA 0.6 208 DNA - - - - 4.5 vdc min osa - - - - Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. • • Readings By: CJ /PH /DE Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/12/2013 System: RTU - 5 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Staff Lounge 1 DT 8 145 154 145 197 136% 1,2 • Staff Lounge 2 DT 8 145 196 185 184 127% 2 Staff Lounge 3 DT 8 115 246 229 154 134% 2 Staff Lounge 4 DT 8 145 181 174 199 137% 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 550 777 734 133% Remarks: 1) Volume damper is set to full open. (2) Value approved by • • For ro instry » 01 Mut Building Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ /PH /DE Date: 6/12/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -6 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data York Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment GENTEQ DNA Roof Top Unit 0.5 1050 D3NZ024N03606C 230 1 W1B3465432 4.1 NA Roof Direct Drive Conf Room - - - - Forward Curve Centrifugal - - DWDI Direct Drive Vertical - Up - - - - Vertical - Down - - (1) 20 "x20 "x2" Washable - - - - - - - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ni itciria / Rati irn 440 665 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.54 O. A Full Flow Amps -0.064 -0.085 0.0206 330 555 DNA DNA DNA 110 110 DNA DNA DNA 1,088 786 0.395 0.3 0.0953 NA 0.48 -0.085 0.395 0.4795 NA 0.36 -0.064 0.3 0.3636 NA 0.06 Amps - Act. VOLTS - Act. DNA 0.6 208 DNA - - - - 5.8 vdc min osa - - - - Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. 1 • Readings By: CJ /PH /DE Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/12/2013 System: RTU - 6 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Confrence Room 1 DT 8 145 312 336 232% 1,2 Confrence Room 2 DT 8 145 378 329 227% 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 290 690 665 229% Remarks: 1) Volume damper is set to full open. (2) Value approved by • • For rb %nstry h el ►bur Building Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -7 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56H Roof Top Unit 1.5 1725 J03ZFN08P4AZZ20005 460 3 N1B3503892 2.5 1.15 Roof Browning Workstations VP 4.25" OD 7/8 Forward Curve Centrifugal 5.0 T.O. DWDI Browning Horizontal AK64 1.0" Vertical Down 12.5" (2) 15 "x20 "x2" Pleats 1 A37 (1) 14 "x25 "x2" Pleats +1 ", -2" Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P.. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open nurcirip / RPrurn 940 1237 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 2.38 O. A Full Flow Amps -0.13 -0.23 0.1 845 1113 DNA DNA DNA 95 124 DNA DNA DNA 1,094 869 -0.23 -0.35 0.12 NA 0.89 -0.35 0.54 0.89 NA 0.67 -0.13 0.54 0.67 NA 1.20 Amps - Act. VOLTS - Act. DNA 1.9 482 DNA 1.9 482 1.6 vdc min osa 1.9 483 Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. Readings By: CJ / PH Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/10/2013 System: RTU - 7 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm Open Office 1 DT 8 220 355 304 138% 1 Open Office 2 SWR 20x8 315 532 466 148% 1, 2 Open Office 3 SWR 20x8 315 533 467 148% 1, 2 4 5 6 7 8 9 10 11 • 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 850 1237 146% Remarks: 1) Volume damper is set to full open. 2) Open area, sidewall diffusers. Traversed for total and divided by 2 for outlet cfm's. • System: Location: Duct Size: Test Conditions: RTU -7 Supply Branch Main Round Duct Traverse Test Report for larger than 10"0 Project: Providence Infusion and Pharmacy Project Number: # 269 Design Cfm: Test No: 14 Area: 1.07 Readings By: RTU on in auto 630 Actual Cfm: 933 Final Static Press.: 0.15 In.Wg. Date: 6/7/2013 CJ / PH Spacing NO. Preliminary A B Preliminary A B Final A B 1/4 1 840 1122 1069 814 1 1/4 2 1176 1224 1010 896 2 3 1068 1186 1119 933 3 1/4 4 1017 1265 1183 833 4 3/4 5 1006 1258 1004 1034 9 1/4 6 1092 930 860 937 10 3/4 7 1188 825 682 966 12 8 844 735 561 1052 12 3/4 9 1056 507 646 1016 13 3/4 10 1134 456 0 846 A - B Total Number of Readings Average Velocity Cfm Static Pressure 19929 17461 20 20 996 873 1065 933 0.2133 0.1486 Remarks: • • For 1n instry If. Of fl, Building Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 System: RTU -8 Test Conditions: RTU on in auto, OSA at minimum position. Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data York Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment GENTEQ DNA Roof Top Unit 0.5 1050 D3NZ024N03606C 230 1 W1B3465431 4.1 NA Roof Direct Drive NW Conf - - I - - Forward Curve Centrifugal - - DWDI Direct Drive Vertical - Up - - - - Vertical - Down - - (1) 20 "x20 "x2" Washable - - - - - - - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ni itciriP / RPtiirn 625 726 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.52 O. A Full Flow Amps -0.098 -0.129 0.0314 465 562 DNA DNA DNA 160 164 DNA DNA DNA 1,088 711 0.375 0.234 0.1412 NA 0.50 -0.129 0.375 0.5044 NA 0.33 -0.098 0.234 0.3318 NA 0.07 Amps - Act. VOLTS - Act. DNA 0.7 209 DNA - - - - 7.1 vdc min osa - - - - Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 Test Conditions: RTU on in auto. System: RTU - 8 Area Served No. Type Size Design Cfm Preliminary Cfm. Readings Final Cfm Percent Design Remarks A B C Confrence Room 1 DT 10 310 373 336 371 120% 1 Confrence Room 2 DT 10 310 400 384 355 115% 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 620 726 117% Remarks: 1) Volume damper is set to full open. • • • For 70 instry Mt 01 mar eouetoy Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 Test Conditions: RTU on in auto, OSA at 100% open. System: RTU - 9 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data York Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment GENTEQ DNA Roof To Unit 0.5 1050 D3NZ024N03606C 230 1 W1B3465423 4.1 NA Roof DIRECT DRIVE Copy RM - - - - Forward Curve Centrifugal - - DWDI DIRECT DRIVE Vertical - Up - - - - Vertical - Down - - (1) 20 "x20 "x2" Washable - - - - - - - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open (Iiircirip / RPtitrn 430 660 (2) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.52 O. A Full Flow Amps -0.052 -0.073 0.021 360 (1) DNA DNA DNA 70 (1) DNA DNA DNA 1,088 798 0.406 0.322 0.0845 NA 0.48 -0.073 0.406 0.4787 NA 0.37 -0.052 0.322 0.3732 NA 0.06 Amps - Act. VOLTS - Act. DNA 0.6 208 DNA - - - - note 1 min osa - - - - Remarks: DNA = Does Not Apply / NA = Not Accessible 1) Economizer controller has a bad min air adjust pot. 2) Value approved by design engineer. • • Readings By: CJ / PH Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/11/2013 System: RTU - 9 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Lobby 1 DT 8" 215 447 331 154% 1,2 Copy Rm 2 DT 8" 215 387 329 153% 1,2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 430 660 153% Remarks: 1) Volume damper is set to full open. (2) Value approved by • • For 1h instry 1101 Thar Ralldlay Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/11/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -10 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56H Roof Top Unit 1.5 1725 J05ZFT06P4FZZ20001 460 3 N1B3503822 2.5 1.15 Roof BROWINING Workstations VP 4.25" OD 7/8 Forward Curve Centrifugal 5.0 T.O. DWDI BROWINING HORIZONTAL AK 5.25" OD 1.0" DOWN 12.5" (2) 15x20x2 1 A36 (1) 14x25x2 +1 ", -2" Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open nittgirip / RPti,rn 1,715 1,783 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 2.39 O. A Full How Amps -0.26 -0.43 0.17 1405 1,465 DNA DNA DNA 310 318 DNA DNA DNA 1,229 985 -0.43 -0.7 0.27 NA 1.05 -0.7 0.35 1.05 NA 0.61 -0.26 0.35 0.61 NA 1.26 Amps - Act. VOLTS - Act. DNA 2.0 481 DNA 2.0 483 4.4 vdc min osa 2.0 482 Remarks: DNA = Does Not Apply / NA = Not Accessible Readings By: CJ / PH Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/11/2013 System: RTU - 10 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Open 1 DT 10 260 307 269 276 106% Open 2 DT 10 260 330 266 277 107% Open 3 DT 10 260 297 257 269 103% Open 4 DT 10 260 322 279 285 110% Phone Rm 5 DT 6 30 81 71 28 93% Phone Rm 6 DT 6 30 62 52 30 100% Lactation 7 DT 6 80 82 70 88 110% Open 8 DT 10 260 324 288 265 102% Open 9 DT 10 260 280 253 265 102% 10 11• 12 13 14 15 16 17 18 19 20 21 22 23 - 24 25 26 27 28 29 30 Total: 1700 1783 105% Remarks: 1) Volume damper is set to full open. • • • Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/12/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -11 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56HZ Roof Top Unit 3 1725 J08ZFN10Q4FZZ60001A 460 3 N1B3488115 4.7 1.15 Roof Power Drive Shipping area 1VM50 7/8" Forward Curve Centrifugal 5.0 T.O. DWDI Power Drive Horizontal AK74 .1" Vertical - Down 19 3/4 (4) 20 "x24 "x2" Pleats 1 A54 - - MID Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open rnitcirip / Ratiirn 3,260 3,511 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.50 0. A Full Flow Amps -0.52 -0.604 0.0845 3060 3335 DNA DNA DNA 180 176 DNA DNA DNA 1,095 872 -0.604 -0.845 0.2406 NA 1.35 -0.845 0.503 1.348 NA 1.02 -0.52 0.503 1.0229 NA 2.59 Amps - Act. VOLTS - Act. DNA 3.9 481 DNA 3.9 480 2.0 vdc min osa 3.9 481 Remarks: DNA = Does Not Apply / NA = Not Accessible • • Readings By: CJ / PH Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/7/2013 System: RTU - 11 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Shipping 1 SWR 20x8 350 1825 521% 1, 2 Shipping 2 SWR 20x8 350 1, 2 Shipping 3 SWR 20x8 350 1, 2 Shipping 4 SWR 20x8 350 1, 2 Shipping 5 SWR 20x8 350 1686 482% 1, 2 Shipping 6 SWR 20x8 350 1, 2 Shipping 7 SWR 20x8 350 1, 2 Shipping 8 SWR 20x8 350 1, 2 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 2800 3511 125% Remarks: 1) Volume damper is set to full open. 2) Open warehouse, set for branch total. Values approved by design engineer. • • Round Duct Traverse Test Report for larger than 10"0 Project: Providence Infusion and Pharmacy Project Number: # 269 System: RTU -11 Design Cfm: 1,400 Actual Cfm: 1,825 Location: Supply Main - West Branch Test No: Final Static Press.: 0.06 In.Wg. Duct Size: 18 Area: 1.77 Readings By: CJ / PH Date: 6/7/2013 Test Conditions: RTU on in auto. Spacing NO. Preliminary A B Preliminary A B Final A B 1/2 1 626 1254 481 1131 1 1/2 2 897 1362 857 1016 2 3/4 3 1031 1447 730 1313 4 4 922 1164 892 1371 6 1/4 5 886 1246 1062 1108 11 3/4 6 1357 812 1149 1130 14 7 1593 1285 1360 836 15 1/4 8 1487 624 1299 582 16 1/2 9 1457 579 1329 1138 17 1/2 10 1074 0 1099 770 A - B Total Number of Readings Average Velocity Cfm Static Pressure 21103 20653 20 20 1055 1033 1865 1825 0.0848 0.0574 Remarks: • • Round Duct Traverse Test Report for larger than 10"O Project: Providence Infusion and Pharmacy Project Number: # 269 System: RTU -11 Design Cfm: 1,400 Actual Cfm: 1,686 Location: Supply Main - East Branch Test No: Final Static Press.: 0.09 In.Wg. Duct Size: 18 Area: 1.77 Readings By: CJ / PH Date: 6/7/2013 Test Conditions: RTU on in auto. Spacing NO. Preliminary A B Preliminary A B Final A B 1/2 1 866 1118 708 788 1 1/2 2 902 1192 740 1080 2 3/4 3 905 998 901 858 4 4 963 1030 864 934 6 1/4 5 999 1103 805 1012 11 3/4 6 1104 1155 1115 1004 14 7 1030 952 1117 933 15 1/4 8 1184 1155 1076 902 16 1/2 9 1323 1406 1125 1121 17' 1/2 10 1030 774 1118 886 A - B Total Number of Readings Average Velocity Cfm Static Pressure 21189 19087 20 20 1059 954 1872 1686 0.012 0.086 Remarks: Far TO instry ht 01 Mbar Balk/lap Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -12 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56H Roof Top Unit 1.5 1725 J03ZFN08P4AZZ20005 460 3 N1B3503893 2.5 1.15 Roof Power Drive Shipping 1VL44 7/8" Forward Curve Centrifugal 5.0 T.O. DWDI Power Drive Horizontal AK64 I 1" Vertical - Down 12.5" (2) 15x20x2 1 A37 (1) 14x25x2 Back Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open niitciria / Return 1,055 1505 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 2.39 O. A Full Flow Amps -0.13 -0.23 0.1 955 1356 DNA DNA DNA 100 149 DNA DNA DNA 1,073 872 -0.23 0.48 0.25 NA 0.90 0.48 0.42 0.9 NA 0.65 -0.23 0.42 0.65 NA 1.19 Amps - Act. VOLTS - Act. DNA 1.9 481 DNA 1.9 482 1.6 osa min 1.9 483 Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. • • • Readings By: CJ / PH Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/7/2013 System: RTU - 12 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm Staging Area 1 SWR 20x8 350 501 143% 1, 2 Staging Area 2 SWR 20x8 350 502 143% 1, 2 Staging Area 3 SWR 20x8 350 502 143% 4 5 6 7 8 9 10 11 12 13 14 15 16 • 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 1050 1505 143% Remarks: 1) Volume damper is set to full open. 2) Open area sidewall diffusers. Traversed for total and divided by 2 for outlet cfm's. Values approved by design engineer. • • Round Duct Traverse Test Report for larger than 10 "Q Project: Providence Infusion and Pharmacy Project Number: # 269 System: RTU -12 Design Cfm: 700 Actual Cfm: 1,003 Location: Supply Main - West Branch Test No: Final Static Press.: 0.12 In.Wg. Duct Size: 14 Area: 1.07 Readings By: CJ / PH Date: 6/7/2013 Test Conditions: Spacing NO. Preliminary A B Preliminary A B Final A B 1/4 1 940 809 931 743 1 1/4 2 1002 918 1027 910 2 3 1216 1008 1117 954 3 1/4 4 1072 1098 1029 882 4 3/4 5 1158 1061 977 952 9 1/4 6 1286 1131 932 1030 10 3/4 7 1046 1111 975 997 12 8 1181 1197 866 964 12 3/4 9 918 1181 953 938 13 3/4 10 988 1093 802 788 A - B Total Number of Readings Average Velocity Cfm Static Pressure 21414 18767 20 20 1071 938 1145 1003 0.1566 0.1202 Remarks: instry n m Tent eaimip Round Duct Traverse Test Report for larger than 10110 Project: Providence Infusion and Pharmacy Project Number: # 269 System: RTU -12 Design Cfm: 350 Actual Cfm: 502 Location: Supply Main - East Branch Test No: Final Static Press.: 0.06 In.Wg. Duct Size: 10 Area: 0.55 Readings By: CJ / PH Date: 6/7/2013 Test Conditions: Spacing NO. Preliminary A B Preliminary A B Final A B 1/4 1 973 962 845 877 3/4 2 1041 1066 955 923 1 1/2 3 1070 1148 1028 927 2 1/4 4 1010 1040 982 1021 3 1/2 5 897 952 998 895 6 1/2 6 1130 1040 918 950 7 3/4 7 1049 975 939 840 8 1/2 8 868 844 762 860 9 1/4 9 9 3/4 10 A - B Total Number of Readings Average Velocity Cfm Static Pressure 16065 14720 16 16 1004 920 548 502 0.09 0.0641 . Remarks: • • • For rh instry Hi al roar lallaloo Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -13 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56H Roof Top Unit 1.5 1725 J05ZFT06P4FZZ20001 460 _ 3 N1B3503823 2.5 1.15 Roof Power Drive Oral Dose VL44 7/8" Forward Curve Centrifugal 5.0 T.O. DWDI Power Drive Horizontal AK56 1" Vertical - Down 12.5" (2) 15x20x2 1 A36 (1) 14x25x2 Mid Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open nt irciriP / 12 eh irn 1725 (1730) 1,730 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 2.37 O. A Full Flow Amps -0.27 -0.44 0.17 1450 1427 DNA DNA DNA 280 303 DNA DNA DNA 1,229 986 -0.44 -0.66 0.22 NA 0.96 -0.66 0.3 0.96 NA 0.57 -0.27 0.3 0.57 NA 1.26 Amps - Act. VOLTS - Act. DNA 2.0 483 DNA 2.0 485 3.1 vdc osa min 2.0 485 Remarks: DNA = Does Not Apply / NA = Not Accessible • • Readings By: CJ / PH Date: Test Conditions: Fan on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/10/2013 System: RTU - 13 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Oral Dose 1 DG 8 170 168. 185 169 162 95% Oral Dose 2 DG 8 170 181 199 183 171 101% 1 Oral Dose 3 DG 8 170 171 182 181 168 99% 1 Oral Dose 4 DG 8 170 204 184 174 161 95% Compouding Rm 5 DG 6 100 117 103 85 98 98% Oral Dose 6 DG 8 170 178 219 206 174 102% Oral Dose 7 DG 8 170 199 239 232 182 107% Supervisers Office 8 DG 6 100 108 125 115 97 97% Oral Dose 9 DG 8 170 205 199 183 166 98% Oral Dose 10 DG 8 170 248 179 165 186 109% Oral Dose 11 DG 8 170 217 170 162 165 97% 12 13 14 15 16 • 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 1730 1730 100% Remarks: 1) Volume damper is set to full open. • • For rn instry Ili 01 ran, Building Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/14/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -14 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56HZ Roof Top Unit 3 1725 J10ZFN15S4AZZ50004A 460 3 N1B3488036 4.7 1.15 Roof Power Drive Home Infusion VM50 7/8" Forward Curve Centrifugal —3.0 T.O DWDI Power Drive Vertical - Down AK74 1" Vertical - Down 19 1/4" (4) 20 "x24 "x2" Pleat 1 A54 - - Mid. Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ni itcirie / Return 4,000 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.49 O. A Full Flow Amps -0.599 -0.895 0.2956 2800 (1) DNA DNA DNA 1,200 1,217 DNA DNA DNA 1,091 940 -0.895 -1.394 0.4991 NA 1.65 -1.394 -0.254 1.648 NA 0.85 -0.599 -0.254 0.8533 NA 3.03 Amps - Act. VOLTS - Act. DNA 4.5 482 DNA 4.6 480 3.3 vdc min osa 4.5 482 Remarks: DNA,= Does Not Apply / NA = Not Accessible (1) No method available to quantify flows. System provides conditioned air in a primary/secondary setup. • • Mc for rn instry Ho 01 root 8 ildloy Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/20/2013 System: Test Conditions: Relief Fan commanded to 100% signal. RF -1 Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Vari -Green 33 G- 163- VG -20 -X 2 1243 13121598 1301 208 1 Roof 12 NA Home infusion ECM Signal @ 100% Roof Ventilator Performance Data Design Actual BI - Cecntrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static Li / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 4,000 (1) SWSI 1,434 NA Vertical - Down DNA DNA DNA NA -0.71 Direct Drive NA Atmos. - - - - NA 0.71 - - AMPS -Act. VOLTS -Act Direct Drive 3.6 208 - - - - - - - - - - - - - - - - - - 12.00 - - NA 0.60 Remarks: (1) No method available to quantify flow. • • Mc For lb instry Is 01 Your ENfdlog Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/20/2013 System: RCF - 1 Test Conditions: Fan on in auto. Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Baldor 215T SWB- 224 - 100- CW -TH -X 10 1770 13121653 1301 460 3 Roof 12.5 1.15 Home Infusion - Recirc. VFD @ 60Hz. Utility Set Performance Data Design Actual BI - Centrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static Ll / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 8,495 8,572 SWSI NA 1,434 Horizontal DNA DNA DNA NA -2.46 Browning NA 0.72 2VP56 1 3/8" NA 3.18 1.0 T.O. AMPS -Act. VOLTS -Act Browning 10.0 460 6.2 x 2B 1 1/2" - - - - 2 BX60 - - - - 22" 12.50 Mid. - Back NA 8.00 Remarks: • • Readings By: CJ / PH Date: Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/10/2013 Test Conditions: Fan on in hand at 57Hz. System: RTU - 14 / RCF - 1 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Home Infusion 1 HEPA 48x24 550 415 459 518 94% Home Infusion 2 HEPA 48x24 550 420 463 525 95% 1 Home Infusion 3 HEPA 48x24 550 445 499 533 97% Home Infusion 4 HEPA 48x24 550 451 535 535 97% Home Infusion 5 HEPA 48x24 340 338 382 320 94% Home Infusion 6 HEPA 48x24 340 395 324 314 92% Home Infusion 7 HEPA 48x24 550 557 617 544 99% Home Infusion 8 HEPA 48x24 550 582 489 545 99% Home Infusion 9 HEPA 48x24 550 584 491 584 106% Home Infusion 10 HEPA 48x24 550 626 487 580 105% Home Infusion 11 HEPA 48x24 605 559 610 619 102% 1 Home Infusion 12 HEPA 48x24 505 640 440 537 106% Home Infusion 13 HEPA 48x24 505 467 542 530 105% 1 Home Infusion 14 DG 12 450 891 431 448 100% Home Infusion 15 DG 12 450 849 460 475 106% Home Infusion 16 DG 12 450 686 467 494 110% Home Infusion 17 DG 12 450 413 454 471 105% 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 8495 8572 101% Remarks: 1) Volume damper is set to full open. • • Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/17/2013 System: RTU - 14 / RCF - 1 Test Conditions: Fan on in hand at 57Hz. Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Home Infusion 1 SWG2 12x12 205 280 223 109% 1 Home Infusion 2 SWG3 20x24 1074 1066 1254 117% 1 Home Infusion 3 SWG3 20x24 1075 1082 1247 116% 1 Home Infusion 4 SWG2 12x12 265 288 336 127% 1 Home Infusion 5 SWG1 10x10 100 133 123 123% 1 Home Infusion 6 SWG2 12x12 205 157 194 95% 1 Home Infusion 7 SWG2 12x12 200 244 233 117% 1 Home Infusion 8 SWG2 12x12 200 277 218 109% 1 Home Infusion 9 EC2 2x4 1800 2297 2118 118% 1 Home Infusion 10 SWG4 20x24 1075 1267 1167 109% 1 Home Infusion 11 SWG4 20x24 1075 1292 1191 111% 1 12 13 14 15 16 17 18 . 19 20 21 22 23 24 25 26 27 . 28 29 30 Total: 7274 8304 114% Remarks: 1) Volume damper is set to full open. Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/20/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -15 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56HZ Roof Top Unit • 3 1725 J08ZFN10S4AZZ60002A 460 3 N1B3488138 4.7 1.15 Roof Power Drive Manufacturing VM50 7/8" Forward Curve Centrifugal —3.0 T.O. DWDI Power Drive Vertical - Down AK74 1" Vertical - Down 19 3/8" (4) 20 "x24 "x2" Pleats 1 A54 - - Mid. - Back Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open niirciria / Rafiiirn 3,400 (1) Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.48 O. A Full Flow Amps -0.736 -1.026 0.2902 2660 (1) DNA DNA DNA 740 761 DNA DNA DNA 1,069 946 -1.026 -1.457 0.431 NA 1.85 -1.457 -0.39 1.8466 NA 1.13 -0.736 -0.39 1.1254 NA 3.17 Amps - Act. VOLTS - Act. DNA 4.6 482 DNA 4.9 482 2.7 vdc min osa 4.7 484 Remarks: DNA = Does Not Apply / NA = Not Accessible (1) No method available to quantify flows. System provides conditioned air in a primary /secondary setup. • • • instry Ye 01 roar Balfdbp Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: C] / PH Date: 6/20/2013 System: Test Conditions: Relief Fan commanded to 100% signal. RF -2 Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. ! Vari -Green 33 G- 163- VG -20 -X 2 1243 13121598 1301 208 1 Roof 12 NA Home infusion ECM Signal @ 100% Roof Ventilator Performance Data Design Actual BI - Cecntrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 3,400 (1) SWSI 1,243 NA Vertical - Down DNA DNA DNA NA -0.97 Direct Drive NA Atmos - - - - NA 0.97 - - AMPS -Act. VOLTS -Act Direct Drive 11.8 205 - - - - - - - - - - - - - - - - - - 12.18 - - NA 1.94 Remarks: (1) No method available to quantify flow. • • Mc For TO instry fa 07 Mar Bolld /ag Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/20/2013 System: Test Conditions: Fan on in auto. RCF - 2 Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Baldor 213T SWB- 220- 75- CW -TH -X 7.5 1770 13121654 1301 460 3 Roof 9.7 1.15 Manufacturing - Recirc. VFD @ 60Hz. 100% Utility Set Performance Data Design Actual BI - Centrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 5,915 5,996 SWSI NA 1,737 Horizontal DNA DNA DNA NA -1.43 Browning NA 0.84 2VP56 1 3/8" NA 2.26 0.0 T.O. AMPS -Act. VOLTS -Act Browning 6.6 460 2AK 5.5" OD 1 1/4" - - - - 2 AX45 - - - - 15" 9.70 Mid - Back NA 5.10 Remarks: • • instry 1.01 mm 11,1101•11 Readings By: C] / PH Date: Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/10/2013 Test Conditions: Fan on in hand at 55Hz. System: RTU - 15 / RCF - 2 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Manufacturing 1 HEPA 48x24 520 442 429 495 95% Manufacturing 2 HEPA 48x24 520 427 418 509 98% Manufacturing 3 HEPA 48x24 520 489 478 525 101% Manufacturing 4 HEPA 48x24 520 434 420 509 98% Manufacturing 5 HEPA 48x24 520 419 422 525 101% Manufacturing 6 HEPA 48x24 690 575 605 739 107% Manufacturing 7 CD 12 405 582 525 427 105% Manufacturing 8 CD 12 405 919 860 425 105% Manufacturing 9 CD 12 405 794 712 420 104% Manufacturing 10 CD 8 105 237 226 103 98% Manufacturing 11 CD 8 105 186 175 99 94% Manufacturing 11 CD 8 135 230 224 123 91% Vault 12 CD 8 275 188 290 269 98% Manufacturing 13 CD 8 200 93 114 211 106% Manufacturing 14 HEPA 48x24 590 417 413 617 105% 1 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 5915 5996 101% Remarks: 1) Volume damper is set to full open. • • Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/17/2013 System: RTU - 15 / RCF - 2 Test Conditions: Fan on in hand at 55Hz. Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm Vault 1 275 279 286 104% Manufacturing 2 SWG3 18x18 335 334 333 99% Manufacturing 3 SWG3 18x18 335 337 345 103% Manufacturing 4 SWG4 18x18 590 589 600 102% Manufacturing 4 SWG4 20x24 900 1028 958 106% Manufacturing 5 EC1 10" 210 207 217 103% Manufacturing 6 EC1 10" 135 132 149 110% Manufacturing 7 EC2 18" 1515 1510 1569 104% 9 10 11 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 4295 4457 104% Remarks: 1) Volume damper is set to full open. • • Mc Forfi instry 1101 roar gallding Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -16 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment CENTURY 56H Roof Top Unit 1.5 1725 J03ZFCOOP4AZZ20003 460 3 N1B3499514 2.5 1.15 Roof Power Drive Server Rm 1VL44 7/8" Forward Curve Centrifugal 5.0 T.O. DWDI Power Drive SIDE AK64 1" DOWN 12.375" 2EA 15X20X2 1 I A37 2EA 14X25X2 Back Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open Diitcirla / Ratiirn 1,200 1,566 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 2.38 O. A Full Flow Amps -0.268 -0.363 0.0958 1183 1537 DNA DNA DNA 17 29 DNA DNA DNA 1,095 862 -0.363 -0.508 0.1449 NA 0.97 -0.508 0.459 0.9674 NA 0.73 -0.268 0.459 0.7267 NA 1.19 Amps - Act. VOLTS - Act. DNA 1.9 484 DNA 1.9 485 2.3 vdc min osa 1.9 483 Remarks: DNA = Does Not Apply / NA = Not Accessible (1) Value approved by design engineer. • • Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ /PH /DE Date: 6/10/2013 Test Conditions: RTU on in auto. System: RTU - 16 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Server Rm 1 DT 12" 600 782 768 128% 1 Server Rm 2 DT 12" 600 1047 798 133% 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 1200 1566 131% Remarks: 1) Volume damper is set to full open. • • Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/10/2013 Test Conditions: RTU on in auto, OSA at minimum position. System: RTU -17 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Johnson Controls Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Century 56HZ Roof Top AC 3 1725 J07ZFC00Q4FZZ50001A 460 3 N1B3494733 4.7 1.15 Roof Power Drive Elect RM 5" 7/8 Forward Curve - Centrifugal 5.0 T.O. DWDI Power Drive SIDE AK61 1" DOWN 18 1/4 (4) 20 "x24 "x2" Pleats 1 A49 - - Mid. Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ni itcidp / Rati,rn 2785 (1860) 2,912 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 4.46 O. A Full Flow Amps -0.46 -0.579 0.1187 1854 2802 DNA DNA DNA 6 110 DNA DNA DNA 1,308 1,086 -0.579 -0.786 0.207 NA 1.43 -0.786 0.648 1.434 NA 1.11 -0.46 0.648 1.1083 NA 2.58 Amps - Act. VOLTS - Act. DNA 3.9 485 DNA 3.9 486 1.6 vdc min osa 3.8 483 Remarks: DNA = Does Not Apply NA = Not Accessible • • Readings By: CJ / PH Date: Test Conditions: RTU on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/10/2013 System: RTU - 17 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final I Cfm Percent Design Remarks A B C Electrical Rm 1 DG 16 930 1456 157% 1, 2 Electrical Rm 2 DG 16 930 1456 157% 1, 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 1860 2912 157% Remarks: 1) Volume damper is set to full open. 2) Traversed for total and divided by 2 for outlet cfm's. instry . Of roa, eoiwde System: Location: Duct Size: 22 Test Conditions: Unit on in auto. Round Duct Traverse Test Report for larger than 10"O Project: Providence Infusion and Pharmacy Project Number: # 269 RTU -17 Design Cfm: 1,860 Actual Cfm: 2,912 Supply Main Test No: Final Static Press.: 0.40 In.Wg. Area: 2.64 Readings By: C] / PH Date: 6/10/2013 Spacing NO. Preliminary A B Preliminary A B Final A B 1/2 1 1115 1032 890 1004 1 3/4 2 1242 1135 1188 1055 3 1/4 3 1170 1262 1175 1103 5 4 1260 1285 1099 1112 7 1/2 5 1178 1126 1072 1063 14 1/2 6 1280 1270 1080 1123 17 7 1341 1248 1154 1124 18 3/4 8 1365 1384 1236 1254 20 1/4 9 1294 1405 1134 1259 21 1/2 10 1138 1226 1031 908 A - B Total Number of Readings Average Velocity Cfm Static Pressure 24756 22064 20 20 1238 1103 3268 2912 0.3996 0.3996 Remarks: • • • For Th instry In 01 ron, landing Readings By: CJ / PH Test Conditions: Fan on in auto. Air Apparatus Test Report Providence Infusion and Pharmacy Project Number: # 269 Date: 6/10/2013 System: MAU -1 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data AAON Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Baldor 184T 100% OSA - Make -Up Air 5 1750 RN- 010- 3- 0- E60E -3L9 460 3 201302- ANGJ27307 6.6 1.15 Roof Direct Drive Penicillin / Beta - Lactam - - - - BI - Centrifugal - - DWDI Direct Drive Vertical - Down - - - - Vertical - Down - - (4) 16 "X20 "X2" Pleats - - - - (4) 16 "x20 "x4" MERV 11 - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open nutcida ! Return 3,815 3,855 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 6.29 O. A Full Flow Amps 5.3 -0.411 -0.825 0.4143 0 0 DNA DNA DNA 3,815 3,855 DNA DNA DNA 2,185 NA (1) -0.825 -1.118 0.2932 NA 2.05 -1.118 0.934 2.0521 NA 1.34 -0.411 0.934 1.3446 NA 4.19 Amps - Act. VOLTS - Act. DNA 5.3 483 65.2 Hz. 5.2 482 100% 0% 5.3 483 Remarks: DNA = Does Not Apply / NA = Not Accessible 1) Direct drive motor on VFD. Readings By: C] /DE /PH Date: Test Conditions: Fan on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/12/2013 System: MAU - 1 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C PCN 502 1 HEPA1 10" 435 382 429 330 76% PCN 502 2 HEPA1 10" 435 442 445 307 71% Check Room 501 3 DT 10" 290 792 312 290 100% PCN 502 4 HEPA1 10" 435 355 445 340 78% Gown /Ante 504 5 HEPA1 10" 630 418 598 580 92% Prep 505 6 DT 10" 330 732 345 288 87% Gown /Ante 504 7 HEPA1 10" 630 445 643 596 95% Gown /Ante 504 8 HEPA1 10" 630 437 638 610 97% 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 3815 3341 88% Remarks: 1) Volume damper is set to full open. 3415 SP • • Mc For la instry le Of roar Qolldlog Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/20/2013 System: EF - 1 Test Conditions: EF on in auto. Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. NA 48Y G- 099 -A -X 0.25 1725 13121596 1301 115 1 Roof 3.4 1 Restrooms - - Roof Ventilator Performance Data Design Actual BI - Centrifigal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / Tl -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 750 1136 (1) SWSI 1,725 D -D Horizontal DNA DNA DNA NA -0.29 Direct Drive NA ATMOS - - - - 0.50 0.29 - - AMPS -Act. VOLTS -Act Direct Drive 3.2 119 - - - - - - - - - - - - - - - - - - 3.29 - - 0.13 0.24 Remarks: (1) Value approved by design engineer. • • Readings By: CJ / PH Date: Test Conditions: EF on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/6/2013 System: EF - 1 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Custodial 1 G1 6" 100 340 155 159 159% 2 Mens 2 G3 10" 225 68 410 350 156% 2 Womens 3 G4 12" 450 190 579 627 139% 1,2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 775 1136 147% Remarks: 1) Volume damper is set full open. (2) Value approved by design engineer. • • Mc For TO instry to Of Tbo, eollmog Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/6/2013 System: Test Conditions: EF on in auto. EF - 2 Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. WEG B56 SWB- 208- 7- CW -UB -X 0.75 1740 13121649 1301 460 3 Roof 1.2 1.25 Home Infusion - - Utility Set Performance Data Design Actual BI - Centrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) • 1,150 1,115 SWSI 2,204 2,624 Vertical - Up DNA DNA DNA NA -0.47 TBW NA 0.56 VP40 5/8" 1.40 1.03 3.0 T.O. AMPS -Act. VOLTS -Act TBW 0.8 482 AK23 3/4" 0.8 483 1 AX24 0.8 481 9" 1.15 Mid. 0.61 0.52 Remarks: • • Readings By: C] / PH Date: Test Conditions: EF on in auto. Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/6/2013 System: EF - 2 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Bio Hood 1 Hood 10" 575 650 595 103% Exh. 2 SWG 12" 500 500 520 104% 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 1075 1115 104% Remarks: 1) Volume damper is set full open. • • Round Duct Traverse Test Report for 10"0 & smaller Project: Providence Infusion and Pharmacy Project Number: # 269 System: EF - 2 Design Cfm: 575 Actual Cfm: 595 Location: Hood Exhaust Branch Test Number: Final Static Press.: -0.26 In.Wg. Duct Size: 10 Area: 0.55 Readings By: CJ / PH Date: 6/6/2013 Test Conditions: EF on in auto. Spacing NO. Preliminary A B Preliminary A B Final A B 1/3 1 844 1075 844 1075 1 2 870 1174 870 1174 2 3 909 1200 909 1200 3 1/4 • 4 1111 1171 1111 1171 3 1/4 5 1138 1301 1138 1301 8 6 1136 1258 1136 1258 9 7 1042 1241 1042 1241 9 2/3 8 919 1079 919 1079 A - B Total Number of Readings Average Velocity Cfm Static Pressure 17468 17468 16 16 1092 1092 595 595 -0.26 - 0.2633 Remarks: instry Its 01 I ,, I.IWI.9 Round Duct Traverse Test Report for larger than 10 "0 Project: Providence Infusion and Pharmacy Project Number: # 269 System: EF - 2 Design Cfm: 500 Actual Cfm: 520 Location: Hood Room Exhaust Branch Test No: Final Static Press.: -0.26 In.Wg. Duct Size: 12 Area: 0.79 Readings By: CJ / PH Date: 6/6/2013 Test Conditions: EF on Spacing NO. Preliminary A B Preliminary A B Final A B 1/4 1 522 738 648 648 1 2 708 782 640 708 1 3/4 3 703 820 649 678 2 3/4 4 675 809 630 674 4 5 6,73 758 652 658 8 6 752 774 704 728 9 1/4 7 780 800 694 718 10 1/4 8 735 792 683 674 11 9 712 770 670 680 11 3/4 10 611 680 525 574 A - B Total Number of Readings Average Velocity Cfm Static Pressure 14594 13235 20 20 730 662 573 520 - 0.1727 - 0.2568 Remarks: • • • Mc For re instry Ile 01 tour Qaf/d/np Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/17/2013 System: Test Conditions: Fan on in auto. EF - 3 Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. WEG B56 SWB- 208- 7- CW -UB -X 0.75 1740 13121650 1301 460 3 Roof 1.2 1.25 Manufacturing - - Utility Set Performance Data Design Actual BI - Centrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 740 798 SWSI 2,352 1,902 Vertical - Up _ DNA DNA DNA NA -0.50 TBW NA 0.21 1VP34 5/8" 1.40 0.71 5.0 T.O. AMPS -Act. VOLTS -Act TBW 0.9 484 AK23 3/4" 0.9 485 1 AX24 0.9 485 9.25" 1.14 Mid. 0.42 0.59 Remarks: Readings By: CJ / PH Date: Test Conditions: Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/17/2013 System: EF - 3 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm Gowning Rm 1 SWG3 18x18 640 712 691 108% 1 Custodial Closet 2 SWG1 10x10 100 304 107 107% 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 740 798 108% Remarks: . 1) Volume damper is set to full open. • Mc For Ttr instry ft Of Thor Eolldlog Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/18/2013 System: Test Conditions: Fan on in auto. EF -4 Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Baldor 182T SWB- 218- 30- CW -UB -X 3 1765 13121651 1301 460 3 Roof 4.2 1.15 PCN - - Utility Set Performance Data Design Actual BI - Centrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / Tl -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 4,015 3,807 SWSI 1,549 1,601 Vertical - Up DNA DNA DNA NA -0.79 TBW NA 0.73 1VP50 _ 1 1/8" 1.64 1.52 0.0 T.O. AMPS -Act. VOLTS -Act TBW 3.4 483 AK54 1 1/4" 3.4 483 1 AX 40 3.5 484 13.25" 4.00 Mid. 2.28 2.58 Remarks: Readings By: CJ / PH Date: Test Conditions: Air Outlet /Inlet Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 6/18/2013 System: EF - 4 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Cfm Percent Design Remarks A B C Hood #1 1 Hood 600 569 576 711 119% 1 Check Room 501 2 EG 395 977 430 437 111% Gown /Ante 504 3 SWG 200 248 203 212 106% Gown /Ante 504 4 SWG 810 671 878 474 59% Prep 505 5 EG 480 436 471 573 119% Gown /Ante 504 6 SWG 630 590 615 656 104% Custodial 7 SWG 100 160 105 84 84% Hood #2 8 Hood 600 574 602 660 110% 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 3815 3807 100% Remarks: 1) Volume damper is set full open. Round Duct Traverse Test Report for 10"0 & smaller Project: Providence Infusion and Pharmacy Project Number: # 269 System: EF - 4 Design Cfm: 600 Actual Cfm: 711 Location: So. Hood #1 - Exhaust Drop Test Number: Final Static Press.: -0.31 In.Wg. Duct Size: 10 Area: 0.55 Readings By: CJ / PH Date: 6/18/2013 Test Conditions: EF on in auto. Spacing NO. Preliminary A B Preliminary A B Final A B 1/3 1 1237 992 1422 1449 1 2 1305 1229 1643 1501 2 3 1266 1205 1417 1419 3 1/4 4 1126 1138 1305 1339 3 1/4 5 1037 962 1471 1083 8 6 1142 704 1459 920 9 7 1285 494 1452 942 9 2/3 8 1129 660 1215 822 A - B Total Number of Readings Average Velocity Cfm Static Pressure 16911 20859 16 16 1057 1304 576 711 - 0.2038 - 0.3133 Remarks: instry Ifs Of lbw 8911d191 Round Duct Traverse Test Report for 10 "O & smaller Project: Providence Infusion and Pharmacy Project Number: # 269 System: EF - 4 Design Cfm: 600 Actual Cfm: 660 Location: No. Hood #2 - Exhaust Drop Test Number: Final Static Press.: -0.30 In.Wg. Duct Size: 10 Area: 0.55 Readings By: CJ / PH Date: 6/18/2013 Test Conditions: EF on in auto. Spacing NO. Preliminary A B Preliminary A B Final A B 1/3 1 1197 0 1642 0 1 2 1453 0 1596 0 2 3 1473 0 1555 0 3 1/4 4 1474 1098 1537 1421 3 1/4 5 1529 1268 1582 1311 8 6 1577 1307 1621 1451 9 7 1537 1198 1617 1371 9 2/3 8 1510 1051 1469 1176 A - B Total Number of Readings Average Velocity Cfm Static Pressure 17672 19349 16 16 1105 1209 602 660 - 0.2454 - 0.2976 Remarks: • • • Mc Far re instry 'e Of mar daOdlao Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: 0 / PH Date: 6/7/2013 System: Test Conditions: EF on in auto. EF - 5 Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. NA NA G -085 -D 0.05 1470 115 1 Roof NA NA Electrical Rm 3 SPEED - LOW Roof Ventilator Performance Data Design Actual BI - Centrifugal Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 240 241 SWSI 1,470 NA Vertical - Down DNA DNA DNA NA -0.02 Direct Drive NA ATMOS - - - - 0.50 0.02 - - AMPS -Act. VOLTS -Act Direct Drive 0.7 120 - - - - - - - - - - - - - - - - - - NA - - 0.05 NA Remarks: • • System: Location: Duct Size: Test Conditions: EF - 5 Round Duct Traverse Test Report for 10"0 & smaller Project: Providence Infusion and Pharmacy Project Number: # 269 Design Cfm: EF Main in Warehouse Test Number: 10 Area: 0.55 Readings By: EF on by switch. 240 Actual Cfm: 241 Final Static Press.: -0.02 In.Wg. Date: 6/6/2013 CJ / PH Spacing NO. Preliminary A B Preliminary A B Final A B 1/3 1 654 708 512 458 1 2 831 756 496 462 2 3 783 742 462 477 3 1/4 4 764 658 459 470 3 1/4 5 680 712 426 467 8 6 710 768 460 418 9 7 676 796 424 344 9 2/3 8 545 640 359 367 A - B Total Number of Readings Average Velocity Cfm Static Pressure 11423 7061 16 16 714 441 389 241 -0.10 -0.02 Remarks: • • Mc For T6 instry Ifs Of roar a uaog Fan Test Report Project: Providence Infusion and Pharmacy Project Number: # 269 Readings By: CJ / PH Date: 6/20/2013 System: EF -6 Test Conditions: Fan on by temperature. Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Marathon 48Y SE2 -20- 407 -A3 -X 0.33 1750 13121652 1301 115 1 Generator Rm 5.5 1.35 Generator Rm Temperature InLine Performance Data Design Actual PROP Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 1,839 (1) SWSI 1,750 1,750 Horizontal DNA DNA DNA NA Direct Drive NA Atmos. - - - - 0.75 - - AMPS -Act. VOLTS -Act Direct Drive - - - - - - - - - - - - 0.37 Remarks: • • • • \\‘‘t 7 7 • 7°6' \7776711.1 '•••• $3;o 10 CFP 3 Mal! — t ....• .1 • . .7.-• t'. , WO. ...• ;"••••.' f . 7. j .... 4. „....• , . , „L i0-0.1.11•'' & Tr Da 1. 1 03 ; 1 -- I 3 rtsortp mono 1, z 010 • 71M,•••7 1.17 LP 10f. 4 17, lP 1G 01.4 17 GO. 2. Ec. g 0 1•1100 •— 103103 176171, 10 01061 • 1 • '• 3 ••••• ••• o •••••••••' • - 1103100 6700 • '; tr/11,1011100 :ter ono wrA ole 1.A.L01011114 I ' : 1AI...10 UN P 010 310 011 wens tO C.1 6 ';071P Lir ,011....4 RAO Pe ast7 6.10 070 06'01.6. • -a ! 9 Ji 3 Ca /.7 91.17 271.01, 1VG ta-/ 1t5 0 • 0) 71;11.1 1 MOP "r-.]j r • , — "1 't • • ,,•11 17 G LP r6O COTO. _3 I 101106 POZNAN ---••= 77.7 jr 27.071a101 ' --- • • nr.,:kg,f rok.: . 10311111 ....! i = . . • ...3-, . : gp . , - 1 . L._. _L-..z@- 11.._._ t i 4. 3.01.1.100111/11 Ma' t. TOMO. - ...••••• •••••••• • KEY NOTES: rA 51.0,41E....)113113 "Ng ttLat.:::Liv.a.aCtl l)$11100101 50111 0 faTatmaYal 1,0. a. • (IC ra t•Pf 3.i WA ,4141..."1 O :Mtg.! =I41E,0104 57 tcp.rs:,.3 wk,:ttE .....- ,..._ e.:::,....77.. ''.. 1 ..., .----- , ....-., ..",- ,.. ........... .4 ,sr „..... --,1, ..., .....,... ...."' .....-- ..., , ......., N „..I.- „••••••' ....., ,•''•.••' ,.., I.' .....''' -' ..-•••• ,...„... ,...." ---, 7 r - 3 — .....- ,.... POR.11 110,• P.17LP 10 WOO . ••.„ • -...-- -,..." 1 17.171.011 0 • N ....." . s • • .1't t''''. I 174.0 10 0.611 110117l110111003 10 ON 0 1.11.11. 'LEVEL 1 HVAC PLAN _ --------- •Ii==!=i'' yr; 3 ' ! LZ1 14 1101000 rea • --- -------- instry le 0! Your Building sE01 50/.1110.1VA 01,04 1.10060001.03 IVANW tne, 1.17. CS7.1-01. PROVIDENCE INFUSION AND PHARMACY 1001101 111.1 MI., 10.033 e101000 11.11...116 Pi 611 074 20112012 00.11 Par., GVAE1CS 40715,10.1.11 ENGINEERING 0091.00 11001 MAUI, 0! 0401001. 00 Pr. NO 001111 OAK 0113211) ECAIE usa,. SKEET TOLE aft, LEVEL 1 HVAC PLAN M201 • • • 10,01-1,4C1 tO WETC2TCVC.'! • M.C:10,4 •CTIAL itCH "a 70 SE 11.017 EY Ec,,,x/a 4 60.1Gi114.51C.2.11114 411°C.F1 I F i I 5 41G20 1.04 .11-19 G W.: /01.5.141 MUMS. 14,1,5101.21044,10, 110 • 1 LJ wyal mcF5o 531G% :%O% ao s'orx nar cru 1 11 • 11 HOME INFUSION AREA LOW HVAC ENLARGED PLAN ) 11 Vr• 0 2 4 0 Irs 1412 435011 IL ril 1 L 10• . . t.,Iirno 5 GB, • • 7 -: • •,'• 0 • ;1G0-A. 1 1103.1159261 • 110.1, 11111,: - 041.0411,0/ I AM.... 11.10... II AIM IrICIRO.1 0 ci---- rffilailW .10 KPA1 51.11 ut II i3 1. 71411ro L " MANUFACTURING AREA LOW -7--HVAC ENLARGED PLAN . • . 54.1b4 Iry i"-^7.610 t I I 1410. 41C1 .11 01705.2 101.0 WRY .911.010001.11. I 10.141.1...110 - r 1 vI 5. 4-.. _ '1 , • 4.1114...4 .1 WAS 14.111.1. . • )41.0.0 .1,A10 I it - I I rye, 4511:11111 I I. 43,411 Ai 0.5/ 1 41,IsszolumIlWatillfil 0 ; 1.1a5't • 2..C1,0 . • ... •• 14E\ 41111 040 u GOV 110 0,144G1 00542.2 - c. wo, weacom .1.14.11.1.1a ME/ mom. 110*4 C2C1 ScsI 10_,O0ht 4 51:1-01. PENICILLIN/BETA-LACTAM COMPOUNDING CELL LOW HVAC ENLARGED PLAN . . /ED v1115 14 01 0.111D 404.114.11110 /174 0100. 11...01.11 G114/41,21 011.9.14.2 .0.010.G !.. I 11/ 5 .1,41 12411.14/1.2111--_z____ 51 1.2 14 14.14.2 1 61.2117. • . 21:17.7' $11.231000 004 2.4001MCIOG OLE5011001501-11 01.1..r. 4 I, Vismi 100010.110*410020 5.24110140.102 1E1 12 GENERATOR ROOM (1) • V 0 0 KEY NOTES: 1.0.11.1.4SIOLDGErtEr. 7 .0504.11.108114.1102. 10501.421.102.21.150 1005 '.111ggt.,,74:=1='=`,Z= 21:11.2.1.1.050s1.C.0010.1151.14 •-• 22.701001.1.1210:011.1.40.0,11.1C. SiC11104.41.111141 511101201G141 DIA O1517501 71.11•11.111.1. OARS =MC.. ‘L/ 1....44.12111.1101.444 110 C0110115211 '"Fir TA inStrY le 01 Your Building 1.1.111: 11":5110 .105E 20 0011,111 11..."1,11.21114 PROVIDENCE INFUSION AND PHARMACY 11070:12 1103111 01331507170 A0501111 01411. AS 1,11...1241 C2310127.-.4 0001024.210G 10*14311 CO1371.110.11 .0.117 1/44.12 Utce:si.02452.1 ENGINEERING 5052711715 1.01114.1.10 ENLARGED HVAC PLAN M300 iPERMIT COORD COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -191 DATE: '01/04/12 PROJECT NAME: PROVIDENCE. INFUSION AND PHARMACY SITE ADDRESS: 3333 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 BEFORE Permit Issued DEPARTMENTS: Building ivision Public Works icyv, NI- ()LISA? Fire Prevention Structural Planning Division Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01/08/13 Not Applicable Comments: P.erinit Center: Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 110 REVIEWER'S INITIALS: DATE: Structural Review Required n No further Review Required n APPROVALS OR CORRECTIONS: DUE DATE: 02/05/13 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit.Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: IfteRMiT COORD coPO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -191 DATE: 12/20/12 PROJECT NAME: PROVIDENCE INFUSION & PHARMACY SITE ADDRESS: 3333 S 120 PL Original Plan Submittal Response to Incomplete etter # Response to Correction Letter # X Revision # 1 a r Permit Issued DEPARTMENTS: Building Division IN Public Works El N 4f 00 Fire Prevention U Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 12/27/12 Not Applicable ❑ Comments: Permit Center Use, Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route I;g REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved 1l Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DUE DATE: 01/22/13 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: If T CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -191 DATE: 12 -06 -12 PROJECT NAME: PROVIDENCE INFUSION & PHARMACY SITE ADDRESS: 3333 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: &hiding Division Public Works ❑ A r A ctitCHcL Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete Comments: Incomplete Not Applicable Permit Center Use`Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -08 -13 Approved n Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: fk, PERMIT NO: ttA 2 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN LS Summary of Revision: j n, h mat HNi (4 zAi S�G S Gt I(1/. N' - o-0L1 4itft, OV-{∎ir &INAL'V; PAN CU cseil ti'd1n1✓ : } Received y: i/A TOMAS REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI IALS •Summary of Revision: `mac;. eiv 11an • k 2CA/ ern cnr k 1 Received by:/S (please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • please print City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01/04/2013 Plan Check/Permit Number: M 12 -191 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 2 before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Providence Infusion and Pharmacy Project Address: 3333 S 120 Pl Contact Person: Chris Thomas Phone Number: 206 786 -4586 Summary of Revision: eTrveleetWee JAN 04 2013 PERMIT CENTER Add installation of an existing emergency generator to the scope of work. The valuation of this work was included in the original submittal therefore this revision does not increase said valuation. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: in Permits Plus on Ot It0;0141 W:\Permit Center\ Templates \Forms\Revision Submittal Form,doc Revised: May 2011 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/20/2012 Plan Check/Permit Number: M12 -191 Response to Incomplete Letter # Response to Corre ti Letter # Revision # 1 a ei Permit is Issued - Revision requested by a City Building Inspector or Plans Examiner Project Name: Providence Infusion and Pharmacy Project Address: 3333 So. 120th Place Contact Person: Chris Thomas Phone Number: (206) 786 -4586 Summary of Revision: Installation of mechanical systems serving and supporting emergency diesel generator including: 1. Generator exhaust piping 2. Fuel storage tank emergency and normal vents, 3. Fuel storage tank remote fill station, annunciator and piping 4. Fuel storage tank level switch 5. Fuel storage tank interstitial space leak detector 6. Generator room intake air damper and louver 7. Generator radiator discharge duct, damper and louver 8. Generator room ventilation exhaust fan, back draft damper and louver 9. Gas fired unit heater, pipe and flue. Sheet Number(s): M300 and M601 P "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cen er by: Entered in Permits Plus on '2- 242 2 H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 a DEC 2 0 2012 "ERMIT cENTEA Contractors or Tradespeople enter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L8:I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2014 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company ociated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JL LYDIG + MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2014 Active WESTVI *121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN, "372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929519469 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 WESTERN SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Western Surety Co 929519469 03/01/2011 Until Cancelled 01/23/2012 $12,000.00 02/24 /2011 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.0009/02 /2010 1 TRAVELERS CAS 8 SURETY CO 104702039 01/03/2006 Until Cancelled 03/01/2011 $12,000.00 03/16/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 Zurich American Ins Co GLA-3999903 01/31/2013 01/31/2014 52,000,000.00 01/02/2013 5 Zurich American Ins Co GLA-3999903 01/31/2012 01/31/2013 52,000,000.00 12/16/2011 4 ZURICH AMERICAN INS CO GLA3999903 01/31/2011 01/31/2012 52,000,000.00 12/20/2010 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.0012 /07/2009 2 CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 01/30/2013 12x12 2 "SL — ABBREVIATIONS GENaRAL AD ACT ADJ AFF AFd AMF� ARCH AUTO AUX BHP BLDG BOP BOT BTU BTUH. C/L CC CLG. CFM CO CO2 COL CONN DIA DIM DISCH DN DWG EC ELEC ELEV EPO EQUIP ESP (F) F FA FDN FLEX FIR FP FPM FT FTG GA GALV GC GPM GWB HC HP HTG HTR ACCESS DOOR ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE. AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CENTER LINE COOLING COIL CEILING CUBIC FEET PER MINUTE CARBON MONOXIDE CARBON DIOXIDE COLUMN CONNECT; CONNECTION DIAMETER DIMENSION DISCHARGE DOWN DRAWING 5 LECTRICAL CONTACTOR; END CAP ELECTRICAL ELEVATION EMERGENCY POWER OFF EQUIPMENT EkTERNAL STATIC PRESSURE FUTURE FAHRENHEIT FIRE ALARM FOUNDATION FLEXIBLE FLOOR FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING GAGE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GYPSUM WALL BOARD HEATING COIL HORSEPOWER; HIGH PRESSURE HEATING HEATER ID INSIDE DIAMETER/DIMENSION IN INCH LAB LABORATORY LF LINEAL FOOT MAX MBH MC MECH NFR MH MIN MISC N/A NC NIC NO NOM NTS MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MECHANICAL CONTRACTOR MECHANICAL MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PERF POC PRELIM PSI PSIG PERFORATED POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QTY QUANTITY RCP REQD RPM SCL SECT SF SIM SPEC STD STRUC TBD TI TOC TOS TYP UG UH UNO REFLECTED CEILING PLAN REQUIRED REVOLUTIONS PER MINUTE SEATTLE CITY LIGHT SECTION SQUARE FOOT SIMILAR SPECIFICATION STANDARD STRUCTURAL TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNIT HEATER UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE w/ W/0 WC WG WITH WITHOUT WATER COLUMN WATER GAUGE HVAC AC AIR CONDITIONING AHU AIR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT CT COOLING TOWER CV CONSTANT VOLUME DB DRY BULB EA EAT EC EF EXH FCU FD FM FP FSD FTU EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN EXHAUST FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED COMBINATION FIRE /SMOKE DAMPER FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HR HVAC HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE, LATENT LD LINEAR DIFFUSER MAU MD MUA MAKE -UP AIR UNIT MOTOR OPERATED DAMPER MAKE UP AIR OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RETURN AIR RAT RETURN AIR TEMPERATURE SA SAT SF SL SLSM SM SP SUPPLY AIR SUPPLY AIR TEMPERATURE SUPPLY FAN SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOD TOP OF DUCT WB VAV VD WET BULB VARIABLE AIR VOLU ME VOLUME DAMPER PLUMBING AD AREA DRAIN CO CLEAN OUT CW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRCULATION EWC ELECTRICAL WATER COOLER FCO FLOOR CLEANOUT FD FLOOR DRAIN GAW GARAGE WASTE GRW GREASE WASTE GWW GREYWATER WASTE IE INVERT ELEVATION IW INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PLBG PLUMBING PRV PRESSURE REDUCING VALVE RWL RAINWATER LEAEDER RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD SS TRW V VTR W WC WH STORM DRAIN SANITARY SEWER TREATED RECLAIMED WATER VENT VENT THROUGH ROOF WASTE WATER CLOSET WATER HEATER PIPING BP BACKFLOW PREVENTER CD CHBWR CHBWS CHWR CHR CHWS COND CWR CWS EWT HR HS CONDENSATE DRAIN CHILLED BEAM WATER RETURN CHILLED BEAM WATER SUPPLY CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE CONDENSER WATER RETURN CONDENSER WATER SUPPLY ENTERING WATER TEMPERATURE HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY LWT LEAVING WATER TEMPERATURE PGWW PS PW TDH TOP TSP PUMPED GREYWATER WASTE PUMPED STORMWATER PUMPED WASTE TOTAL DYNAMIC HEAD TOP OF PIPE TOTAL STATIC PRESSURE PIPING IDENTIFICATION HVAC PLUMBING PIPING FITTINGS 0 J 11 vsk 1/4" =1' -0" J 0 I I L VALVES D4 0 O CHWR CHWS CNDS CWR CWS HR HS SCHWR SCHWS DCW DHW DHWR G GAW GRW GWW ID IRR NPCW ORL PW PRW RWL RWL SD SS TRW UD V W W PIPING ACCESSORIES 4 AV Q HAV 4 4 Fill T T RPBP Y 0 1 i- CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE SECONDARY CHILLED WATER RETURN PIPE SECONDARY CHILLED WATER SUPPLY PIPE COLD WATER PIPE (POTABLE) HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) NATURAL GAS PIPE GARAGE WASTE GREASE WASTE GREYWATER WASTE INDIRECT DRAIN IRRIGATION WATER PIPE NON - POTABLE COLD WATER OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) TREATED RECLAIMED WATER UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND TEE W/PIPE UP TEE DOWN W/ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90° ELBOW UP 90° ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTINUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45° ELBOW 45° ELBOW 90° ELBOW 90° ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF 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 PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES PROJECT SPECIFIC IFMI FSD / x FSD J AD AD 12x12 SL R C) SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER 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 FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS in ACOUSTICALLY LINED DUCT 2" ACOUSTICALLY INED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES SMOKE DETECTOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY /TRANSFER AIR DUCTWORK RECTANGULAR DUCT SUPPLY AIR DUCT TURNING UP OR TOWARD RECTANGULAR DUCT / X SUPPLY AIR DUCT TURNING DOWN OR AWAY RECTANGULAR DUCT RECTANGULAR DUCT F 1-T v-) EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING UP OR TOWARD ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT INSTRUMENTATION AND CONTROLS i THERMOSTAT SENSOR CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR OCCUPANCY SENSOR GRILLE /REGISTER /DIFFUSE R PROJECT SPECIFIC T CEILING SUPPLY AIR DIFFUSER CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LINEAR DIFFUSER (CEILING) LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) HVAC - ANNOTATION EQUIPMENT / LOUVER TAG EF -2 -1 CONSECUTIVE EQUIP. /LOUVER # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION GRILLE, REGISTER, OR DIFFUSER TAG TYPE CODE 1 WIDTH HEIGHT SWG -WxH x CF M 1 CFM PLUMBING - ANNOTATION FIXTURE TAG FIXTURE TAG GENERAL INFORMATION SYMBOLS POINT OF CONNECTION POINT OF DEMOLITION SITE MAP DRAWING INDEX SHEET NUMBER SHEET NAME SCALE M000 MECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES NOT TO SCALE M001 BASIS OF DESIGN NOT TO SCALE M002 HVAC SPECIFICATION MATRIX NOT TO SCALE M201 LEVEL 1 HVAC PLAN 1/8 " =1' -0" M202 ROOF HVAC PLAN 1/8 " =1' -0" M300 ENLARGED HVAC PLAN 1/4 " =1' -0" M500 HVAC DETAILS NOT TO SCALE M600 HVAC DIAGRAMS NOT TO SCALE M601 FUEL OIL DIAGRAM NOT TO SCALE M700 HVAC SCHEDULES " P200 FOUNDATION PLUMBING PLAID 1/0 -1W " P201 LEVEL 1 PLUMDINO f LAP! 1/8 -1' 0" Pn00 PLUMBING DETAILS NOT TO SCALE P700 f'LUMDIPIC SCI IEDULE0 NOT TO SCALE SEPARATE PERMIT REQUIRED FOR: Ii mechankEd electrical 13(Plumbing ifi Gas Piping City of Tukwila BUILDING DIVISION • RECISIONS No changes shall be made to the scam of work without prior approval of Tukwila Building Division. f T;: FSVsion3 trill require a new plan submittal and may include additional plan review fees. FILE COP Y rY ; rn No., ( ® 1q, Pi m rcv€ew approval is subjal to errors and missions. r *�; f ► of construdion documents does not authcr _a t v:o!aton of any adopted code or ordinance. Re. ?%t p p r o v e d Fieki Copy c ctsi , , ,.ate . to ^d• By. I-3V -t3 City Of Tukwila BUILDING DIVISION REVIEWED FOR . CO_ PE COMPLIANCE APPROVED DEC 2 0 2012 City ofTukwila BUILDING DIVISION Me ill For Th h Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 www.mckinstry.com PROJECT: PROJECT ADDRESS: PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 REGISTRATION: RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER REV DATE 11\27\2012 PERMIT r / McKINSTRY DIVISION./ DESIGNED ? Y: DRAM BY: CHECKED BY: PROJ. NO. DATE SCALE: SHEETTITLE: SHEET NUMBER: ENGINEERING TM/LM DS BDI 00269 11/27/2012 AS SHOWN IVECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES M000 HVAC DUCT SPECFICAT ►N UPPLY MEDIUM PRESSURE CLEAN ROOM SUPPLY DISTRIBUTION DUCT S C PRESSURE ALL DUCT TO BE UNLINED GALVANIZED DUCT, GAUGE A REINFORCEMENT SHALL BE SMACNA OR BETTER ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR MITERED 905 WITH VANES RECTANGULAR DUCT TO HAVE TDF CONNECTIONS CL RADIUS OF 1.0 DIA ON DUCTS LARD THAN 24" DIA. TAPS: CONICAL OR BOOT- STYLE ALL DUCT TO BE UNLINED GALVANIZED DUCT, GAUGE AND ELBOWS: CENTERLINE RADIUS OF MEDIUM PRESSURE CLEAN ROOM SUPPLY RI SERS FORCEMENT SHALL BE SMACNA OR BE i I R RECTANGULAR DUCT TO HAVE TDF CONNECTIONS ROUND MAY BE SPIRA HVAC SUPPLY SMAC 112 ,# P RESSURE GALVANIZED DUCT; 'GAUGE AND REINFORCE --ENT SF A M BE SMACNA OR BETTER OW PRESSURE OFFICE RTUs TO DIFI SERS NOTE: IVICKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK IN ACCORDANCE WITH +1" SMACNA GUNDELNNES TO MAXIMIZE PRODUCTION EFFICIENCY RECTANGULAR MAY BE S +DRIVE ROUND MAY BE SNAPLOCK. MITERED 90S WITH VANES FLEX CONNECTION/ FLEX DUCT 3 -FOOT MAX LENGTI-N WITH N( OFFSETS; USE THERMAFLEX, GKM, OR EQUAL; SEAL CLASS. CLEANLINESS .DURING CONSTRUCTION INSULATION INDOOR, OUTDOOR) SIVACNA SEAL CLASS LEVEL C A "< C WITHIN CONDITIONED SPACE: R-3.3 NIA FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPUCABLE PRESSURE CL+ WHEN NOT IN A CONDITIONED SPACE, USE R-7 WITH APPROVED VAPOR/WEATHER BARRIER `SE C+ C SUPPORT PER APPLICABLE AL JURISDICTION. SEE L SEISMIC SHEET WHEN APPLICABLE. For Th IN CONCRETE OR GROUND: R-5.3 DIA OR CL RADIUS OF 1.0 DIA ON DUC THAN 24" DIA TAPS: CONICAL CR. BO 3- :FOOT MAX. LEN OFFSETS; USE THE E GKM, OR EQUA SMACNA SEAL CLASS LEVEL A NIA FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPLICABLE PRESSURE CLASS WHEN NOT IN A CONDITIONED SPACE, USE R7 WITH APPROVED VAPOR/WEATHER :BARRIER SEISMIC SUPPORT PER APPLICABLE CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. SEATTLE:'. 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 www. mckinstry.com ELBOWS: PURCHASED ADJUSTABLE ELBOWS IN ACCORDANCE WITH SMACNA +1"' STANDARDS NO OFFSETS; USE THERMAFLEX, GKM, OR EQUA FOLLOW C "LEVEL A" SMACNA J' CL RADIUS OF 1.0 DIA ON DUCTS LARGE THAN 24" N CONDITIONED SPACE: R-3.3 WHEN NOT IN A CONDITIONED SPACE, USE R -7WITH APPROVED VAPOR/WEATHER BARRIER LINING WHERE INDICATED ON THE PLANS ENGINEER TO CONSIDER LINING WHEN VEL 1,400 FPM OR GREATER SEISMIC SUPPORT PER APPLICABLE CODE 1 LOCAL JURISDICTION. SEE S MECHANICAL SEISMIC SHEET WHEN APPLICABLE: PROJECT: GALVANIZED DUCT; GAUGE AND BE SMACNA OR BETTER NF CE TENT SHA RECTANGULAR TO HAVE TDF•C IND <MAY BE SPI SPIN -IN 1 ATTO BRANCHES OK IN CONCRETE OR GROUND: R-5. EL BOWS: CENTERLINE RADIUS OF 1.5 DIA OR MITERED 90S WITH VANES OR PURCHASED ADJUSTABLE ELBOWS IN ACCORDANCE WITH SMACNA +' FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPLICABLE PRESSURE CLASS SMACNA SEAL CLASS LEVEL A SEISMIC SUPPORT PER APPLICABLE CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE HVAC RETURN LOW'PRES Sh CN+ PRESSURE GALVANIZED DUCT; GAUGE AND BE SMACNA OR BETTER ORCEMENT S NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO MAXIMIZE PRODUCTION EFFICIENCY RECTANGULAR TO HAVE 5 BE SPIRAL CL RADIUS OF THAN 24" DIA DIA ON DUCTS LARGE ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR MT WITH PURCHASED FRED 9�S WI CR URCI;acISED ADJUSTABLE ELBOWS IN ACCORDANCE WITH Y ; SMACNA +1 ": HVAC EXHAUST " 1CNA� -112 NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO MAXIMIZE PRODUCTION EFFICIENCY GALVANIZED DUCT; GAL SEE SU REINFORCEMENT. AL FOR UGE AND RADIUS OF 1.0'DIA ON DUC N 24" DIA TAPS CONICAL OR BOOT .S SPIN -IN 1 ATTO BRANCHES OK 3 -FOOT MAX. LENGTH WI OFFSETS; USE THERMAFLE GK +I, OR EQUA FL CO A SMACNA SEAL CLASS LEVEL C SIC "LEVEL A" NA N CONDITIONED SPADE: ON REQUIRED O' " LINI'N ONLY WHERE INDICATED ON PLANS SEISMIC SUPPORT PER APPLICABLE CODE'1 LOCAL JURISDICTION. SEE NICAL SEISMI Jt AT EQI.SIP CONNEC' IPLY`1NITH SMACNA LICABLE PFEESSURE ONS TO IN CONDITIONED SPAC APPROVED FATHER BARRI PROJECT ADDRESS: 3333 TUKWILA WA 98168 :P'RCHA ADJUSTABLE S PURCHASED ADJUST BLE E IN ACCORDANCE W111-1 SMACNA -1" STANDARDS O� 8-FOOT MAX. LENGTH NO OFFSE'T'S, USE THERMAFLEX GKM, OR EQUAL, SMACNA SEAL CLASS LEVEL C FOLLOW BASIC "LEVELA" SMACNA QUIRED 1" LINING ONLY WHERE INDI+ TED ON P NS RECTANGULAR MAY BE S +D, ROUN FLEX: 5' MAXIMUM LEND MAY BE SNAPLOCK. SEISMIC SUPPORT PER APPLICABLE CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. CL RADIUS OF 1.0 DIA ON DUCTS LA.R( E LEK GKM, OR EQUAL THAN 24" GALVANIZED STEEL, GAUGE AND ,BE SMACNA OR BE i l tR NFORCEM SPIN`IN 1 ATTO BRANCHES OK SHALL ELBOWS: CENTERLINE RADIUS OF 1.5 DIA OR MITERED 90S WITH VANES ROUND MAYBE SPIRAL REMOVABLE JOINTS MAY BE VANESTONE FLANGES WI GASKET", ANGLE RINGS, AND BOLTS CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN 24" DIA TAPS: COMICAL OAR BOOT STYLE FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPLICABLE PRESSURE CLASS FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA AP PUCABLE PRESSURE CLASS SMACNA SEAL CLASS LEVEL C FOLLOW BASIC '"LEVEL A" SMACNA NOT UII N/A SEISMIC SUPPORT PER APPLICABLE CODE ! LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. ATMOSPHERIC STANDARD EFFICIENCY BOILER FLUE METALBESTOS NOTES: 1. ALL DUCTWORK TO BE FABRICATED IN ACCORDANCE WITH McKINSTRY DUCT CONSTRUCTION STANDARDS I SUBMITTALS VWHICN MEET OR EXCEED SMACNA GUIDELINES 2. ALL DIMENSIONS SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. 3. THE MECHANICAL ENGINEER RESERVES THE RIGHT TO AUTHORIZE DEVIATIONS TO THESE STANDARDS TO ACCOMMODATE UNIQUE SITUATIONS AS APPLICABLE 4. USE DOUBLE WIDTH VANES UNLESS OTHERWISE NOTED ON THE DRAWINGS 5. USE OF DUCT 1#fORK FOR TEMPORARY HEATING 1 CONDITIONING DURING C SHOP FABRICATED APPROVED ER SMACNA OR. G ENHECK OR NIA PER MANUFACTURER INSTALLATION': INSTRUCTIONS PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM INTEGRAL TO METALBESTOS PEB SEISMIC SUPPORT PER APPLICABLE CODE 1 LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. PER APPLICABLE DUCTSYSTEM A PER APPLI LE DUCT SYSTEM NIA SHOP FABRICATED PER SMACK APPROVED OR GREENHECK OR NIA STRUCTION NOT ALLOWED WITHOUT SPECIAL APPROVAL BY THE ENGINE PRESSURE TEST PROCEDURE UFACTURER, PRODUCT OR EQUA FOS FUEL OIL SUPPLY & RETURN FUEL PIPING FOR 0NI< -FIRED (DIESEL FUEL) EQUIP T IF [T FOF NORMAL OPERATING PRESS & TEMP: UP TO 100 PSI; SET RELIEF TD PS RIAL - ABOVE GROUND THRU 2" CARBON STEEL PIPE ASTM A53B ERW SCH STD ASME 16.5 FITTINGS FORGED STEEL CLASS 3000 SOCKET WELD FITTINGS FLANGES, UNIONS, 8, COUPLINGS VALVES - ISOLATION VALVES - ISOLATION VALVES - ISOLATION & EXPANSIN RELIEF VALVES - CHECtf VALVES - PLUG PER SUBMITTAL PER SUBMITTAL PER OPER t11 PRESSURE NOT .ESS THAN 5 PSIG PER SUBMITTAL PER SUBMITTAL BALL CLASS 150; N PT GATE CLASS 150; NPT GATE CLASS 150: NPT )R EQUAL 35 OR EQUAL 5 OR EQUAL ATER OR AIR SUCTION LINES TESTED UNDER A VACUUM OF NOT LESS THAN 20IN PIPE MATERIAL ABOVE GROUND 2 -1 AND UP JOINTS FITTINGS FLANGES VALVES - ISOLATION VALVES - ISOLATION & EXPANSIN RE VALVES - CHECK -- — VALVES - PLUG GENERATOR EXHAUST CAST IRON; CLASS 125 RESLIN 1.430 CARBON STEEL PIPE ASTIR A53B ERW SCH STD ASME BUTT'V1iEL.D ASME B16.3 CARBON STEEL STt) VWT BUTT WELD CARBON STEEL; CLASS 150 GATE CLASS 150; NE PER SUBMITTAL 6.5 PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL GATE CLASS 150; IPi' SWING 1 SPRING; FLANGED CAST IRON; CLASS 125 (AT PUMP DISCI -EARGE WHEN NO VFD) A PRESSURE OF 10 PSIG SIIAL1. NOT BE IMPOSED ON ANY TANK CONNECTED TO PIPING 30;MINUTES OR SUFFICIENT TIME TO COMPLETE VISUAL INSPECTION DESCRIPTION 11/2712012 PERMIT ORRISON MR234 OR EQUAL MORRISON TMIR534 OR EQUAL MORRISON MR246A OR EQUAL RESUN 1431 FLANGES, 'UNIONS, & COUPLINGS FLEX CONNECTIONS EXPANSION JOINTS LOW: PRESSURE NA TI AL G MEDIUM PRESSURE NATURAL EGA NORMAL OPERATING PRESSURE: EXHAUST PIPING FOR EMERGENCY ATMOSPHERIC PRESSURE (WHEN STATIC); UP TO1,200 F CARBON STEEL PIPE ASTER A53B ERW SCH STD ASME 16,5 BUTT -WELD; ASME B16.9 THREADED WHERE APPLICABLE CLASS 150; CARBON STEEL PROVIDED BY OTHERS PROVIDED BY OTHERS N/A PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL SEE GENERATOR SPECIFICA SEE GENERATOR SPECIFICATIONS NSTRY DIVISION FITTINGS, UNIONS, & COUPLINGS FLEX CONNECTIONS VALVES - ISOLATION VALVES - ISOLATION ALTERNATE SIZES THRU PIPE MATERIAL JOINTS ALTERNATE FITTINGS ALTERNATE CARBON STEEL PIPE A53B ERW SCH STD ASME 16.5 THREADED AND COUPLED, PIPE SEALANT MALLEABLE IRON, UNION CLASS 15ti ASME B16, AGA APPROVED BALL PER SUBMITTAL PER SUBMITTAL PER SUBMITTAL GLOBAL FLEX UN SERIES MILWAUKEE 862-100 OR NIBCO T-585-70-UL RESUN R-1430: NORDSTROM EQUAL City of Ttiltwilit BUILDING DIVISION DRAWN. `BY: DS .> CHECKED. BY: PROJ N( ;DATE SCALE: ASTM A240 TYPE 300 CORRUGATED SS T1,JBING PROPRIETARY FLARED FITTINGS PROPRIETARY FLARED FITTINGS STITE GASTITE GASTITE ALTERNATE SIZES 2 -112.1 AND UP PIPE MATERIAL JOINTS FITTINGS FLANGES, UNIONS, & COUPLINGS FLEX CONNECTIONS VALVES - ISOLATION CARBON STEEL PIPE A53B ERV SCH STD ASME BUTT WELD BUTT WELD ASME B16.9 CLASS 150; FORGED STEEL PLUG PER_SU_BMiTTAL PER SUBMITTAL PER SUBMITTAL 150% OF WORKING PRESSURE BUT NOT LESS THAN PSIG 112 HOUR PER 500 CUBIC FEET OF PIPE VOLUME, NOT MORE THAN 24 HOURS PER SUBMITTAL GLOBAL FLEX UN SERIES RESUN R-1431; NORDSTROM EQUAL RECEIVED CITY OF TUKVVILA DEC 0 6 2012 PERMIT CENTER SHEET NUMBER: ALTERNATE SIZES 112" TIRU 2" PIPE MATERIAL JOINTS ALTERNATE VALVES - :ISOLA COPPER TUBE TYPE L ASTM B88 PRESS -FIT MECHANICAL COMPRESSION PRESS-FIT MECHANICAL COMPRESSION BALL (GAS -RATED SEAL) PER SUBMITTAL MEGA PROPRESS -C; HNBR SEAL (YELL{ MEGA PROPRESS -G; HNBR SEAL (YELL( VIEGA PROPL ESS-196 XX VALVES - ISOLATION RESUN R- 1430; NORDSTROM EQU I) —1/2" G RTU -7 RTU -6 RTU -10 RTU -9 RTU -8 PRV -5 — 3/4" G 3/4" G MUA -1 RTU -16 RTU -5 1/2" G 1/2" G PRV -4 3/4" G 32 "x32" DN PRV -7 14"o DN 3/4" G 18 "x28" 32"x32" 3/4" G PRV -8 20"x26" DN PRV -6 RTU -3 24 "x24" RCF -1 RTU -14 RTU -1 1/2' G 3/4" G RTU -2 RTU -15 18"x28" 24 "x24" 3/4" G RTU -11 RTU -12 RCF -2 26 "x26" DN 22"x22 DN EF3 10"0 DN 3/4" G PRV -3 17.26 ft PRV -2 RTU -13 RTU -17 1/2 "' 3/4" G PRV -1 1 ROOF HVAC PLAN 1/8" =1' -0" 0 4' 16' REVIEWED FOR E COMPLIANCE APPROVED DEC 2 0 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER instry h Of Your Building SEATTLE: 5005 3RD. AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 www.mckinstry.com PROJECT: PROVIDENCE INFUSION AND PHARMACY PROJECT 3333 S. 120TH PL. ADDRESS: BUILDING #3 TUKWILA, WA 98168 REGISTRATION: REV DATE 11\27\2012 PERMIT McKINSTRY DIVISION: ENGINEERING DESIGNED BY: TM/LM DRAWN BY: DS CHECKED BY: BDI PROJ. NO. 00269 DATE 11/27/2012 SCALE: AS SHOWN SHEET TITLE: SHEET NUMBER: ROOF HVAC PLAN M202 For Th instry fe Of Your Building FIRST 3' -0" 316 STAINLESS STEEL DUCT SLIP FITTING TRANSITION TO GALV DUCT SUSPENSION WIRE (TABS) OR ROD (PADS). MOUNT TO STRUCTURE ABOVE. 21" — MIG WELD AND GRIND SMOOTH ALL FLANGE FACE SEAMS SECURE DUCT TO HEPA DIFFUSER COLLAR W/ 4 TEK SCREWS. SEAL COLLAR W/ CLEAN ROOM APPROVED SEALANT SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 www.mckinstry.cam GUILLOTINE DAMPER - ROOMSIDE ADJUSTABLE 20x5 DUCT OPENING FRICTION DAMPER 6" ABOVE DUCT TOP OPENING MIN DUCT RADIUS OF4 "DIA GEL- PENETRATING KNIFE EDGE 000000 FINISH DUCT TO WALL WITH CAULK BY GC STATIC PRESSURE PORT • CLEAN ROOM COVING BY GC SECTION DOP AEROSOL INJECTION PORT - FLUSH - MOUNTED PERFORATED STAINLESS STEEL GRILLE FACE W/ ACORN STYLE. FASTENER NUTS - T -BAR AND ACT CEILING SYSTEM (BY GC) - DIFFUSER PROVIDENCE INFUSION AND PHARMACY NOTES: 1. BASIS OF DESIGN: MCKINSTRY CUSTOM FABRICATION. THIS DETAIL IS BASED UPON MCKINSTRY LOW PRESSURE DUCT SHOP STANDARD NOTES: 1. BASIS OF DESIGN: FLANDERS, CAMFIL FARR, OR EQUAL - SEE HEPA SCHEDULE. ENGINEER TO COORDINATE TRIM OPTIONS WITH ARCHITECT. NOTES: 1. EE PLANS FM RANGE. S F R IZ S0 EIC E. G PROJECT : 3333 S. 1 20TH PL` ADDRESS: BUILDING #3 TUKWILA, WA 98168 HEPA SUPPLY DIFFUSER INSTALLATION DETAIL SCALE NOT TO SCALE SCALE: NOT TO SCALE PROVIDE FACTORY CURB. GC TO PROVIDE LEVELING CURB AS REQUIRED FASTENER SHEET METAL COLLAR SHEET METAL OR DUCTBOARD PLENUM MINIMUM 4 SCREWS W/ MAX 36" SPACING RIGID INSULATION, SHEET METAL ANGLE 2 SIDES h IIWllUII11AIIlIAIIllhllH I OR AS REQ'D TO CLEAR LIGHTS OR OTHER OBSTACLES CADDY CLIP OR SCREW MN 1111111111•1101111• 1111111111110 FASTEN FACTORY CURB TO ROOF BY GC ALUMINUM EGGCRATE GRILLE GWB CEILING SYSTEM (BY GC) T -BAR AND ACT CEILING SYSTEM (BY GC) - "C "CHANNEL FRAMING EGGCRATE REQ'D ALL 4 SIDES (BY GC) T -BAR AND ACT CEILING SYSTEM (BY GC) NOTES: 1. BASIS OF DESIGN: MCKINSTRY SHOP FABRICATED OR EQUAL. 2. RETURN AIR BOOT SHALL BE CONSTRUCTED OF 1° FIBERGLASS DUCTBOARD OR SHEET METAL WITH 1" SOUND LINING. 3. SEE PLANS FOR SIZE/CFM RANGE. NOTES: 1. BASIS OF DESIGN: MCKINSTRY SHOP FABRICATED OR EQUAL. SEE PLANS FOR SIZES. BACKDRAFT DAMPER (MOTORIZED DAMPER REQUIRED DEPENDING ON JURISDICTION) NOTES: 1. BASIS OF DESIGN: GREENHECK` SCALE: NOT TO SCALE SCALE: NOT TO SCALE REV DATE '° DESCRIPTION 11\2712012: PERMIT PACKAGED AIR CONDITIONING (NC) UNIT BACKDRAFT DAMPER 1/4" LAG BOLTS 4'-0" OC McKINSTRY DIVISION: 2x4 WOOD NAILER BY FACTORY FACTORY CURB INSULATION, ROOFING & STRIP BY GC GC TO PROVIDE LEVELING CURB AS REQUIRED DESIGNED BY: DRAWN BY: CHECKED BY: PROJ. NO. DATE SCALE: TM/LM DS 00269 11/27/2012 AS SHOWN RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER SCALE: NOT TO SCALE 0.01" 0.01 0.01" 16" PURLIN 34" GLULAM For Th fe Of Your Building PCN 502 FIRE PROTECTION SPRINKLER LINE 1, `ANTE SPACE PRESSURE CONTROL SET POINTS NOT INDICATED BY CLINICAL IQ iE f,, HOME INFUSION AREA 204 0.01" WG NEGATIVE IN RELATION TO CEILING SPACE UNCONTROLLED SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstry.com' NEGATIVE IN — RELATION TO CEILING HD - 0.02" 0.02" 0.02' WG POSITIVE IN RELATION TO CEILING SPACE MAIN DUCT DISTRIBUTION HIGH IN CEILING SPACE HORIZONTAL BRANCH DUCT HIGH IN CEILING SPACE VERTICAL FLEX DUCT DROP TO CEILING DIFFUSER PROJECT: COURIER STAGING AREA 604 UNCONTROLLED LAY -IN OR GWB CEILING DIFFUSER W/ EXTENDED DAMPER SLEEVE FOR FLEX DUCT CONNECTION PROJECT ADDRESS: 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 DOG eCN - SUPERVISOR`S OFFICE NUFACTURINC "AREA 301 0.02" SCALE: NOT TO SCALE 0.05" WG POSITIVE IN RELATION TO CEILING SPACE IAN MANUFACTURING SCC UNCONTROLLED CDS VAULT SCALE NOT TO SCALE SUPPLY: 1890 CFM RETURN: 1640 CF M EXHAUST: 0 CF M I TRANSFER: 250 CFM .EXHAUST : '0 CF M TRANSFER: 50 CFM EXHAUST: 0 CFM TRANSFER: 0 CFM SUPPLY: 1250 CFM RETURN: 0 CFM EXHAUST: 1300 CFM TRANSFER: 50 CFM SUPPLY: 330 CF 1v1 RETURN: 480 CFM EXHAUST: 0 CFM TRANSFER: 150 CF M EXHAUST: 1100 CF M 32308 �FGISTE & /ONAL E� RETURN: 4.500 CFM 50 CFM r ,SUPPLY: 605 CFM . RETURN: 605 CFM EXHAUST: O CFM TRANSFER: O CFM CHANGING 150 CFM 100 CFM' SUPPLY: 680 CFM RETURN: 530 CFM EXHAUST: O CFMI TRANSFER: -200 CF M I SCC 205 ' PICK AND PACK 605 E: 100 C LAB rY C h TE SUPERVISOR'S OFF 32 SUPPLY: 1415 CFM RETURN: 1515 CFM TRANSFER: 100 CFM FOR EVERY 0. 001" OF PRESSURIZATION REQUIRED AS SHOWN IN THE CLEAN ROOM PRESSURIZATION DIAGRAM WILL EQUATE TO 50 CFM TRANSFER @ EACH DOOR. THIS VALUE, WILL BE USED FOR INITIAL EQUIPMENT SIZING, ACTUAL VALUES WILL BE DEPENDANT ON BALANCED SYSTEM BASED ON ROOM PRESSURIZATION. UFACTURING AREA 1OOCFM SUPPLY: 2600 CFM RETURN: 2350 CFM SUPPLY: 1180 CFM RETURN: 590 CFM EXHAUST: 640 CFM TRANSFER: 50 CFM-' GOWN IAN CEMVING AREA DESIGNED BY: TM/LM DRAWN BY: DS CHECKED BY: BDI PROJ. NO. 00269 DATE 11/27/2012 SCALE: AS SHOWN ?. ANUFACTURING SCC CDS VAULT - SHEET TITLE: RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER SHEET NUMBER: SCALE: NOT TO SCALE 6" EMERGENCY VENTS (QTY 2) GENERATOR ROOM r r r 1r_ellFOS-K 1 EMERGENCY VENT MIN 12' ABOVE GRADE (TYP 2) �2" NORMAL VENT c\..i a FOS-°J in tr ofe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669-6223 2' NORMAL VENT WITH FLAME ARRESTOR MIN 12° ABOVE GRADE 2"FOS SLOPED TO' GENERATOR ROOM FUEL OIL ALL ;STATION NOT LESS THAN ; 5' FROM BLDG ENTRANCE /OPENINGS INTEGRAL FUEL OVERFILL PREVENTION VALVE www.mckinstry.com _LAMINATED FUELING INSTRUCTIONS MOUNTED ON INSIDE OF DOOR TANK LEVEL CONTROLLER IM1) ANNUNCIATOR AND TEST & RESET. FIRE EXTINGUISHER 20B (BY OTHERS) LEAK SENSOR MAY BE WIRED TO GENERATOR PANEL FOR A GENERAL ALARM OR TO THE GENERATOR TANK LEVEL CONTROLLER FOR A BMS ALARM. 1HE LEAK DETECTOR COULD ALSO BE A MANUAL POPPET STYLE WITH VISUAL INDICATION ONLY AND NO WIRING (GENERATOR - STOP) (BMS - GENERAL ALARM) (BMS - GENERATOR RUN) * OPERATE AIR DAMPERS IF REQURIED FUEL RATED FLEX HOSE DROP TUBE OVERFILL PREVENTION VALVE (GRAVITY OR PRESSURIZED) DIFFUSER (6" FROM TANK BOTTOM) REMOTE FUEL TANK ALARM WITH VISUAL & AUDIBLE ALARMS INSIDE CABINET. SEE FUEL SYSTEM ALARM SEQUENCE. PROVIDENCE INFUSION PHARMACY FOT UL 142 DAY TANK * LOCATIONS ARE FIGURATIVE. SEE F/0 TANK SUBMITTAL FOR LOCATIONS f-q120V/1 E -POWER (BMS -LEAK DETECTION) 11- (BMS -LOW LEVEL) I- GEN PANEL OPTIONAL TANK LEVEL SWITCH FOR GENERATOR SHUT -OFF OF A TANK LOW LEVEL FURNISHED BY GENERATOR VENDOR IF REQUIRED BY OWNER. 1r - - -- 1/1 .......... 111 !! 13 POSMON LEVEL SWITCH (1) (2) (4) (3) (90X ALARM OUTPUT - NOT USED) FUEL OIL SUPPLY AND RETURN BY GEN MFR. FUEL FILL STATION (HI FUEL 95%) PROJECT ADDRESS: 3333 S. 120TH PL. BUILDING #3 TUKWILA, WA 98168 rl p�N.O. FOPV 0 ALARM RESET SWITCH 0 ALARM TEST INPUTS (2) ID - ALARM (5�%)) (3) 0— ALARM (90%) (4) 0 ALARM (LOW) LSW 95% ALARM 90% ALARM ----- LOW ALARM BELLY TANK LEAK DETECTOR LEAK DETECTION MAY BE PROVIDED WITH GENERATOR DAYTANK BY EC. FUEUNG OPERATION CONTROLS AT 90% RAS ALARMS OPERATOR AT FUEL FIWNG STATION (AUDIBLE AND VISUAL) AT 95X TANK LEVEL THE (N.0.) SOLENOID OPERATED OVERALL PREVENTION VALVE INSIDE THE FUEL ALL STATION CLOSES. AT 95% THE MECHANICAL OVERFILL PREVENTION VALVE IN THE TANK SHALL CLOSE. ALARMS (OPTi0IAL) AT LOW FUEL ALARM (30%) ADJUSTABLE, BMS ALARM IS GENERATED. AT LEAK DETECTION FOS -1, BMS ALARM IS GENERATED. GENERATOR UPON A RUN COMMAND SIGNAL FROM THE GENERATOR PANEL, THE BMS SHALL OPERATE DAMPERS IF REQUIRED. UPON A FUEL TANK LEAK INDICATION, THE GENERATOR PANEL SHALL PROVIDE A GENERAL ALARM TO THE BMS. (OPTIONAL) GENERATOR WITH BELLY TANK AND REMOTE FILL STATION TANK LEVEL CONTROLLER IN FILL STATION WITH ANNUNCIATOR WITH SOLENOID OPERATED OVERFILL PREVENTION VALVE IN FILL STATION SCALE: NTS FUEL OIL SPECIALTIES - GENERATOR OPTION 2 F.G. EQUIPMENT - SEE INDIVIDUAL SCHEDULES TAS# TAG - LOCATION -# QTY DESCRIPTION REGISTRATION: FUEL. OIL TAN. DOUBLE WALLED (DAY/STORAGE) REMOTE FUEL FILLING STATION WITH MINI 5 GAL. SPILL CONTAINMENT ENERATOR TANK LEVEL CONTROLLER FUEL. FILL TA ON APP I RTENANC TAG# (FOS- #-SIZE FOS-A FOS-B FOS-C FOPV TLC DESCRIPTION DUST CAP REV DATE DESCRIPTION 2 CAMLOCK FILL 90 DEGREE WITH CHECK VALVE 1PT COUPLING 20G 11\27\2012 PERMIT BUTTERFLY VALVE; FUEL. OVERFLOW PREVENTION VALVE - SEE PIPING SPECIALTIES - CONTROLS SCHEDULE. TANK LEVEL. CONTROLLER - SEE F.O. EQUIPMENT ABOVE ABOVE. GRQUID TANK APPURTENA TAG# F• FOS-E -2: FOS -F FOS-G FOS -H-2. FOS -I-2 FOS -J -2 FOSM FOS-L- 2 FOS-M FOSS PIPING SPECIA TAG# SIZE) FOS- a -1 FOS-11-2 2 OPTIONAL OPTIONAL T OVERFILL PREVENTION VALVE - PRESSURIZED OVERFILL PREVENTION VA LV E -. GRAVITY IT ALUM DROP TUBE -(WITH FOS -1-t' T DROP TUBE DFFUSER 2" STOLE POPPET FOOT VALVE 2 TANK NORMAL VENT FLAME ARRESTOR ' TANK EMERGENCY VENT 2 MANUAL DIP STICK PORT ANALOG TANK GAUGE. LEAK DETECTOR SENSOR CAP (WrTH L 0 AT TANKS) 'MODEL SCHEDULE D '2 " MORRISON BROTHERS 9095A "DPW 71S0-400C €7 MORRISON BROTHERS 419- 01001T 14 = MORRISON BROTHERS 539AS 0400A.D <EBW 200 - 200-01 1 MORRISON BROTHERS 334 2" MORRISON BROTHERS 539AS- 02.00)4D NA FOR UNDERGROUND: MORRISON BRO `17SGSP- 01OOA.G OPW 200TG AST MORRISON 305XPA•- 220OAK ES (TAG- DESCRIPTION MODEL SCHEDULED 1" FUSIBLE. LINK GATE VALVE McKINSTRY DIVISION: ENGINEERING IT FUEL RATED METAL BRAIDED FLEX HOSE PIPING SPECIALTIES TAG# TAO - LOCATION -# LO -1 LSW - CONTROLS IMO LEAK DETECTOR FOPV LEVEL SWITCH - MERCURY LEVEL SWITCHES, 95% 90% 303 T OVERFLOW PREVENTION VALVE (120V-SOLENOID OPERATED) N.I. IPNEUI ERCAT0R L$6€ 0-LOBN 1 GE 4S; GEMS LS-800 ASCO82:1 OG103 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 18 7ni DESIGNED BY: TM /LM DRAWN BY: DS CHECKED BY: - PROJ. NO. DATE SCALE: 00269 11/27/2012 AS SHOWN SHEET TITLE: tot REetivti) (CITY OF TUKWILA DEC 2 0 2012 PERMIT CENTER SHEET NUMBER: FUEL OIL DIAGRAM M601 CODE IN CODE IN CODE IN ROOFTOP AR CONDIT G UNIT SCHEDULE DESCRIPTION TAG* RT1J 2 RTU -5 6 7 RW-10 R'iU -11 RTU-13 RTU-14 MA! ACTURER YORK YORK YORK YORK YORK YORK YORK. YORK YORK Y YORK YORK YORK YORK YORK EL 214102 ZH037 D 4 D2NQ0240 D2NQ024D 40 7 D2NQ0240 D2NQO24D 1 214102 34037 20 OCATION ROOF ROOF ROOF ROOF ROOF ROOF SE ICE BASIS OF DESIGN WORKSTATIONS S CONE N SE HOTEL TRAINING RM ST LOUNGE C F ORKSTA11ONS NW CONF COPY W STATIONS SHIPPING AIWA SHIPPING AREA ORAL D MIME INFUSION MANUFACTURING SERVER RM SUPPLY FAN UP. FAN CONFIG. DRAW DI DRAW DRAW DRAW DRAW DRAW DRAW DRAW DRAW DRAW DRAW DRAW VV DRAW DRAW DRAW DESIt AC. SUPPLY CFM SUPPLY CFM 485 660 0 940 1715 3260 1055 1725 4000 1200 2785 IDE AIR CFM 510 180 110 160 70 310 180 280 1200 OUTSIDE AIR % 24% 24% 15% 25% 10% 26% 0 18% 6% SUPPLY T. .P. 22% SUPPLY E.S.P. 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 SUPPLY IP SUPPLY MHP VFD NO NO NO NO NO NO NO NO NO NO NO FAN RPM SUPPLY MOTOR EFFiCIE +ICY QUANTT SUPPLY FANS CODE' MIN CODE MIN CODE MIN CODE MIN CODE MIN CODE MIN CODE MIN CODE MIN CODE MIN CODE MIN N CODE 14 C IN CODE IAN CODE MIN POWER YES, YES YES YES YES YES YES YES YES YES YES YES YES YES RETURN F POWER EXHAUST YES YES YES RETURN /EXHAUST CFM 5 YES YES YES YES YES YES YES YES YES YES YES YES 60 40 171 RETURN E.S.P. 02 0.2 0.2 02 0.2 0.2 0.2 0.2 0.2 0.2 02 1055 02 1725 0.2 4000 0.2 0.2 2 2785 0.2 0.2 RETURN /EXHAUST BHP I HP NO EXHAUST MOTOR EFFICIENCY NO NO NO NO NO NO NO NO NO NO NO NO QU, NTITY OF RETU T FANS DE CTOR COOLING NOMINAL TONNAGE COOLING COIL UNIT I.AT (DB/WB B) NUMBER OF COMPRESSORS DESIGN COOLING DESIGN-;Ct H TOTAL ING IH SEI�t$IB ACTUAL COOLING M ACTUAL COOLING.Y[ OTAL TAL AIR PREE YES NO NO CODE N CODE IN CODE MIN CODE MIN CODE MIN CODE IN CODE 14 COD IN CODE N CODE C,,ODE MIN CODE MIN CODE IN NO NO NO NO YES 8.5 NO YES YES 10 YES 140 YES 83/67 8: I67, 67 83/67 7 7 3/67 5 15.0 22.7 73.1 24.4 46.4 10 0 90.0 25.4 11.7 15.2 13.2 10.3 20.2 4.5 37.7 6 22.4 25.0 58.2 HEATING HEATING COIL TYPE DESIGN HEATING OUTPUT MBH', AS GAS GAS GAS s GAS GAS GAS GAS 44:3 19:5 12.4 14.5 14.3 9.4 24.9 17.2 26 24.6 25.5 72 ACTUAL HE NG OtJI P. MBH HEATING INPUT MVIBH STAGES.t HEAT GAS INLET PRESSURE (IN WC) HEATING COIL EAT 50 0 HEATING COIL LAT AIR PRESSURE 'DROP` (IN) VOLTAGE/P U AS UNIT MCA 3.4 3 208/1 20811 2.0811. 13 20811 208/1 460/3 460/3 3 12.8 4.1 16.1 16.1' 4.1 16.1. 17.3 16.1 4.1 17.3 3.4 26.3 17.3 31.3 9.4 7.9 UNIT.MOP' 35 15 20 30 STARTER DISCONNECT FACTORY FACTORY FACTORY BY ELEC. FACTORY FACTORY FAC Y FACTORY FACTORY FACTORY FACTORY FACTORY FACTORY FACTORY FACTORY FACTORY BY ELEC. BY ELEC. (E C. BY ELEC. BY El C. BY ELEC. BY E! C BY ELEC. BY ELEC BY- ELEC. BY E C. BY ELEC. BY ELEC. BY ELEC BY ELEC. LEC. UNIT SIZE OVERALL HEIGHT (INCLUDING CURB) 51 CURB 42 + CURB CURB 34 CURB 34 + CURB 34 + CI 8 42 CURB 34 + CURB 34 + CURB 42 + CURB 42 CURB 42 CURB 51 42 + CURB OVERALL ViI'IDTI-1(INCIS)` 59 59 59 OVERALL LI (INCHES) 89 89 89 89 TOTAL WEIGHT (LESS SITE BUILT CURB) 1023 690 690 690 1023 11 7 1023 1164 1 1347 MISC. FILTER EFF. ( %) 30% 30% 30% 30% 30% 309 30% 30% 30% 30% TONS AT SPECIFIED CONDITIONS 8.5 8.5 10 8.5 7.5 AMBIENT TEMPERATURE CODE MIN EER 1 IPLV 13 SEER 95 SEER 95 3 SEER SEER 13 SEER 13 SEER 3 SEER 95 3 SEER 95 13 SEER 3 SEER 95 13 SEER 95 13 SEER 95 95 13 SEER 11 UNIT EER 11.8 12.0 12.0 12.0 12.0. 11.8 12.0 12.0;: 11 5 .5 UNIT IPLV 3.5 14 =_R ISOLATION TYPE OF REFRIGERANT INTERNAL SPRING ISO INTERNAL SPRING ISO R-410a 14 SEER R410a R-410a INTERNAL SPRING ISO INTERNAL SPRING ISO INTERNAL SPRING ISO INTERNAL SPRING ISO RNAL SPRING ISO INTERNAL SPRING ISO INTERNAL SPRING ISO NTERNAL SPRING ISO INTERNAL SPRING ISO INTERNAL SPRING ISO INTERNAL SPRING ISO INTERNAL SPRING ISO REFRIGERANT CHARGE R -410a 14 SEER 14 SEER 14 SEER 14 SEER 14 SEER 14 SEER 14 SEER 13.5 14 SEER 14 SEER 14 SEER INTERNAL SPRING ISO SPRING ISO R-410a R-410a R-410a R410a R-410a R-410a R-410a BIENT OPERATION YES NO NO NO NO NO NO NO NO 140 NO NO NO NO ECONOMIZER 00°/ OA 100% OA 1t °1a 1 11 % OA OA T REQUIRED NOT REQUIRED FACTORY CURB. YES` YES YES YES YES YI YES YES YES YES YES YES DUCT OPENING LOCATION SITE BUILT CURB BY G.C. BOTTOM B BOTTOM. BOTTOM BO BO BO OM SIDE SIDE BOTTOM BOTTOM RETURN SMOKE DETECTOR LEV IN G CURB YES LEVELING CURB LEV ING CURB' LEVELING CURE LEVELING 'CURB LEVELING CURB LEVELING CURB LEVELING CURB LEVELING CURB LEVE URB LEVELING CURB LEVELING CURB LEVEUNG CURB LEVELING CURB LEVEUNG CURB LEVEL! CURB LEVELING CURB V. SERVICE OUTLET WITHIN 25" NO NO NO NO NO NO YES NO YES YES YES NO YES BY ELEC. • ELEC., BY ELEC. BY >E C. BY ELEC. BY C. BY ELEC. BY E C. BY ELEC. BY ELEC. BY ELEC. BY E BY ELEC. BY ELEC. BY ELEC. BY E BY ELEC. YEAR ON-SI' PART SILABOR WARRANTY YES' YES YES YES YES YES YES YES YES YES C 0i DATA YES YES YES YES YES YES YES NOTES: 1. SMOKE DETECTOR QUANT TY INDICATED IN SCHEDULE IS NOT ALL-INCLUSIVE. DESIGN, SUPPLY, AND INSTALLAT AND FIRE LIFE SAFETY INTERLOCKS ARE BY EC. PER BC AND MC CODE SECTIONS: BC 716, MC 607. OF CTI STEM IS BY E.0 UNDER THE SUPERVISI I OF M.C. ALL WIRING FAN SCHEDULE EF- 1 EF4 EF-5 RCF-1 RCF-2 LOCATICX4 OF FAN (ROOFTOP/ ROO NAME PLAN GRID COORDINATES) ROOFTOP ROOFTOP ROOFTOP ROOFTOP GENERATOR ROOM ROOFTOP ROOFTOP SCOPE QUA !FIER (PROJECT PHASE, FUTURE, ALTERNATE, ETC) LADE TYPE (PROP / PROJECT PHASE PROJECT PHASE PROJECT PHASE BI PROJECT PHASE ECT PHASE PROJECT PHASE PROP PROJECT PHASE PROJECT PHASE RIVE PE AND HOUSING (BELT / DIRECT ; CA NET / SWS I IN C C CONTROL OF FAN VARIABLE SPEED/ STANT/ STAGED ARRAY) ELT BELT BELT BELT LT BELT CONSTANT CONSTA STANT CONSTANT CONSTANT AREA OF BLit LDING SYSTE HOME INFUSION MANUFACTURING PCN ELECTRICAL ROOM GENE TOR MANUFACTURING MANUFACTURER DATA STA S S PROPOSED, AS APPROVED, AS BUILT) AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED CK GREENHECK GliEENHECK GREENHECK GRE HECK GREENHECK MODEL NUMBER (1 . CLASS, ARRANGE ENT, ROTATION WHERE APPLICABLE GB-091-4 110-10 S B-224-75 TE ALS OF CONSTRUCTION (UL 762 GREASE SPARK RESISTANT ENAMEL PAINT) IS DAMPER PROVIDED BY GRAVITY BAC RAFT BACKDRAFT GRAVITY BACKDPAFT: GRAVITY BACKDRAFT GRAVITY BACKDRAFT TOR DESCRIPTI TEFC TEFC TEFC TEFC TEFC TEFC MOTOR EFFICIENCY (BY NEMA STANDARD M CODE MIN CODE MIN CODE IN CODE IN CODE N CODE MIN ARE AIR FLOW MEASURE PORTS TO BE PROVIDED WITHIN FAN? NO 140 NO NO 140 NO NO AGENCY' LISTING (U ETL) PHYSICAL DIMENSIONS INI_ET X OUTLET DIMENSIONS (IN.) 25x25 6 20.13 x 27.5 x23.75 20. 34.25 x34x36.13 .75 37x 46 145 X 4.5 15x15 ACCESS SERVICE CLEA E (FRO TOP TOP 5x20.5 OPE LESS CURB AND STACK (IBS) PE DESIGN AIRFLOW (CFM) 73 750 C 1,200 CFM 740 CFM 72 CFM 8,495 CFM 379 DESIGN FAN SPEED (RPM) 0.5 5 1.5 DESIGN MOTOR SPEED (RPM) 2472 1528 1750 HORSEPO 1725 1725 1725 1725 1750 1725 DE GN FAN BRA ER (BHP) 0.7 7.5 5. E T CAL DATA QUANTITY OF ELECTRICAL CONNECTIONS VOLTAGE / PHASE (V110 OR V/30) POWER RkTING OF MOTOR EFFICIENCY OR PROVIDED (MHP) 0.25 CODE MIN. 0.75 CODE IN. CODE MIN. DE MIN. 0.16 CODE N. 0.5 CODE N. CODE IN. CODE MI GENERATOR PO R YES YES YES YES YES YES VARIABLE FREQUENCY DRIVE STARTER PROVIDED BY 140 YES 5 YES NO NO NO BY E.C. BY E.C. .C. DISCONNECT PROVIDED BY BY EC. BY E. ElY EL. BY EC. BY EC. CODE REQUIRED ELECTRICAL OUTLET PROVIDED BY BY EC. BY E.C. E.C. BY EC. EISMIC FAN SPRING ISOLATION REQUIRED? FAN ISO ETHOD (BOLT TO SLAB / WAFFLE PAD ON DEFLECTION (IN.) SPRINGS & SNUBBERS) D T CONNECTION ISOLATION REQUIREMENTS QUANTITY OF OU NG POI TO ITS CERTIFICATE OF SEISMIC COIVIPLIANCE INCLUDED PER IBC 1708.4 DOCUME ED FACTORY TES NG OF ALL uNrrs AT CESI ER AT DESIGN CONDIT! RE 0-1 FOR 63 BAND (INLET / DISCHARGE / 72 75 FOR 125 Hz BAND N / DISCHARGE/ 74 82 80 FOR 250 Hz BAND (INLET / DISCHARGE/RADIATED, dB 74 76 73 87 89 89 FOR 500 Hz BAND (IN FOR1000 DIA 80 63 87 DISCHARGE / 61 74 74 60 81 82 FOR 2000 Hz BAND (INLET/DISCHARGE/ 72 67 52 FOR 4000 Hz BAND (INLET DISCHARGE RADIA D, dB): 49 73 76 FOR 8000 Hz BAND (IN DISCHARGE DATED, dB): 74 PROJECT SPECIFIC NOTES INE MAKE-UP AIR UN SCHEDULE MANUFACTURER MUA-1 DAIKIN MCQUAY SUPPLY CFM MINI IDE AIR SUPPLY T.S.P, SUPPLY P SUPPLY NIFIP VFD FAN RPM SUPPLY MOTOR CIENCY ANTI OF 3815 4.13 2.5 4.22 YES 1627 CODE MIN 1 COO NG COOLING TYPE NOIVII TON CE AND NUMBER FU Y TING AMY COOUNG H TOTAL AIR PRESSURE DROP (IN) 2 YES E,RTER SCROLL 32000 22000 0,2 BER NG C MA A ALUMINUM HEATING HEATING TYPE INPUT CAPACITY (MBH) TPUT CAPACITY, pH) Hum COIL EAT (DB) 24*F DIRECT AC ODULATION GAS I 14 STAI ELECTRICAL VOLTAGE ASE UNIT FLA UNIT MCA UNIT OP FACTORY M DISCCNNECT GENE TOR P 23.2 30 YES BY ELECTRIC YES OVERALL HEIGHT (INCLUDING CURB, IN) OVE ID OVERALL NGTH 14) IOTA HT (LE U IBS) 55.8 11.7 2432 MISC. TONS AT SPECIFIED C TI UNIT UNIT EER ISOLATION TYPE OF REFRIGE NT YES 4" PLEATED 11 95 12.3 9.2 INTERNAL SPRING ISO REFRI GE LO AM131E E ON 12" TALL FACTORY CURB DUCT OPENING LOCATION SITE BUILT C OKE CTOR 110 V. 1 YEAR ON-SITE PARTS/ BOR WARRANTY DATA BAS INTE ACE YES YES BOTTOM LEVEUNG CURB YES BY ELEC. YES YES YES FIE NG GAS PRESSURE REGULATOR SCHEDU REVIEWED FOR ODE COMPLIANCE APPROVED City of BUILDING DIVISION TAG PRV-1 PRV-3 UFACTURER PRV-5 PRV-7 EQUIMEIER CAPACITY CFH 180 225 105 7, UH-1 5 OUTLET CO N. PRESSURE 1/2" 3/4" 3/4" 3/4" 1/2" 7" ORIFICE SPRING NOTES 11" W.C. Provide in easer redu gas pipe as required to match inlet and pipe sizes. For future tenant Imildout. Gas pressure regulators for retail spaces to be provided under or e CEILING SUPPLY D FFUSER SCHEDULE TAG ft 006 DG8 DG14 BASIS OF DESIGN PRICE MODE NO. SivICD S CD SMCD SMCD SMCD SMCD RUNOUT UN MAXIMUM CFM NECK SIZE FACE SIZE MOUNTING (PROVIDE BIDRDER TYPE MATERIAL ME PROVIDE SHEET METAL OR DUC OA PROVIDE STANDARD HIT FINISH CEILING TYPE) PLENUIVI 24 x24 T-BAR EL RD 10" 2" RD. 14" 6 SMCD 16" RD. 1000 210 375 8x8 24 x24 5 140 YES 7S1466MODULAR CODE DIFFUSERS USE 4-WAY , ROW-.PAITERN UNLESS SHOWN PROVIDE YOUNG REGULATOR MODEL 270-275 REMOTE DAMPER CONTROL KIT 0-ROVIDE "SR"_ROUND NECK. ADAPTOR WITH:R613A-ol eu'sE .F0-1-0 ACHIEVE NECK 10 24 x24 375 15 14x14 24 Y24 ZE T-BAR NO YES STEEL NO YES 14 12x12 ews STEEL NO YES 14x14 S EL 140 YES NO YES L S EL t40 STEEL NO YES RETURN/EXHAUST/TRANSFER AIR GRLLE SCHEDULE EC5 DEVICE TYPE 80 UN 8" RD. 0 RD. MAXIMUM CFM 1200 2400 FACE SIZE 24 X 24 24 X 48 12 X 12 24 X 12 10 X 10 12 X 12 24 X 24 24 X 30 MOUNTING PROVIDE FRAME SUITABLE F CEILING TYPE) T-BAR T-BAR T-BAR GWB GWB GWB GWB GWB MATE ALUM ALUM STEEL STEEL EL EL STEEL STEEL PLENUM ON TO RECTANGULAR YES YES YES YES YES YES YES PROVIDE FOR D TED APPLICATION 140 YES YES PROVIDE OPPOSED BLADE MPER 0 NO NO 140 NO NO 140 PROVIDE STANDARD 6 ITE FINISH YES YES YES YES YES YES DEVICE TYPE REGISTER SERVICE SUPPLY SUPPLY BASIS OF DESIGN SHOE RUN SUE SEE PLAN SEE PLAN SEE PLAN FACE SIZE / NECK SIZE SEE PLAN SEE PLAN SIDEWALL EXP. ucT SID A PROVIDE FRAME FOR FLAT SURFACE MOUNT STEEL YES YES NO STEEL NO YES PROVIDE OPPOSED BLADE DAMPER YES YES YES PROVI STANDARD #26 HITE FINISH YES YES YES RECEIVED CITY OF TUKWILA DEC 0 6 2(12 PERMIT CENTER GEEENHECK EL OFFICE NG RELIEF 1 ROAT FREE FACTORY SCREEN YES NES ER YES 32 x60 32 x410 El 141 For Th ife Of Your Building 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PROJECT: PROJECT . ADDRESS: REGISTRATION: DESCRIPTIO 1112712012 PERMIT McKINSTRY DIVISION: BY: TM/LM DRAWN BY: CHECKED BY: PROJ. ,NO DATE SHEET TITLE: DS AS SHOWN DULES L:\2001 files\01038\01038011 \SUBMITTALS \ProvRx -S- Central. r"vt 11/28/2012 1:34:13 PM E C A GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. DESCRIPTION Building Name & Site Location: Intergate East, Bldg 3 Providence T.I. - Tukwila, WA Building Dept. Contact— Mr. Allen Johnson, (206) 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) —2009 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. Code supplement & Date — see snow (rain factor) 3. DESIGN LOADS a. 1. Roof Live Load 11. Slab Live Load III. Platform Live Load b. Snow Load Seismic the sprinkler contractor. d. Wind Load See snow load 250 psf 10 psf at access only. Basic ground snow load — 25 psf Basic roof snow load — 25 psf Importance factor —1.0, snow exposure factor —1.0 Drifting snow is not required in the design. Ss = 1.494, 51 = 0.515, 1 = 1.0, Site Class "D ", SDS = 0.996 SD1 = 0.515, Seismic Design Category = "D ". Basic Seismic Force Resisting System(s) = SRCSW CS = 0.199, R = 5. Equivalent lateral force procedure was used. Mech. & Refrigeration unit loads will be picked up at the point of the point of the units and transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design. 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 WTH 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. FOUNDATION & SLABS EXISTING FOUNDATION IS A 7 INCH STRUCTURAL SLAB ON 30 TON TIMBER PILES. PER SOILS REPORT #E -2579 DATED MAY 23, 1985 BY EARTH CONSULTANTS, INC. FOR A LIVE LOAD = 250 PSF. CONCRETE F'c =4000 PSI. @28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I /11 CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER/CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES WEATHER & EARTH FACE 1 -1/2 INCHES FORMED SURFACES INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: "#4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy= 36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS 1/S2.3 AND 4/S2.3. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. 8 MEZZANINE & PLATFORM FLOOR DECKING FLOOR DECKING TO BE 1 -1/2 VERCOR TYPE PLB -36, ASTM A446. GRADE A. G -60. ACCESS PLATFORM 22 GA. I= 0.175in4, S + =0.187in3, S-= 0.198in3 CONNECT TO SUPPORTS WITH 5 PUDDLE WELDS PER SHEET ACROSS EACH SUPPORT & 24" O/C @ EDGES PARALLEL TO SPAN U.N.O. ON DETAILS OR #12 SCREWS. BUTTON PUNCH SIDLAPS @ 24" O /C. AT TYPICAL 3 -1/2" CONCRETE SLAB, PROVIDE 6X6 W1.4 X W1.4 WWF PLACED AT CENTERLINE OF CONCRETE DEPTH OVER DECK. (SEE SHEETS S2.3 & S2.4). LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER/DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. 2. a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR THE SPRINKLER ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES. 3. a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" O/C MAXIMUM. 5 USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' O/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY D (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED. BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7 THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR/DESIGNER SHALL SUBMIT: a. PLAN WTH LOCATIONS AND LOADS OF ALL HANGERS. b.' DETAILS AND CAPACITIES OF ALL HANGERS USED 9 SPRINKLER DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. 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. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS & ANCHOR BOLTS: ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEWAFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". 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. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. BAL. B. OR BOT. BTWN. BLDG. BRG. C.I.P. C.J. CL CLR. CMU COL. CONC. C.S.J. EA. E.E. E.F. E.J. EL. OR ELEV. E.N.W. OR ENW EQ. E.S. E.W. F.O.C. F.O.S F.O.W. FTG. GA. GALV. G.W.B. H. OR HORIZ. I.B.C. I.C.C. I.F INC. ARCHITECT BALANCE 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 ELEVATION ENGINEERS NORTHWEST EQUAL EACH SIDE EACH WAY FACE OF CONCRETE FACE OF STUD FACE OF WALL FOOTING GAGE HOT DIP GALVANIZED GYPSUM WALL BOARD HORIZONTAL INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE FACE INCLUDING K L.W. 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.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. @ KIP (1000 POUNDS) LONG WAY 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 REVIE1111ED FOR CEDE COMPLIANCE .,. APPROVED DEC 2 0 2012 City &Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER 10 PROVIDENCE Heahh &Services PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1 SUITE BELLE1tUE,1'i' ►A 1.9801 °t 425.468 200 . 1 f 42463: MulvartrtyG2 com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ® Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 GENERAL NOTES & SPECIAL INSPECTION L:\2001 files \01038 \01038011 \SUBM ITTALS \ProvRx -S- Central: rvt 11/28/2012 1:34:15 PM 1 16' -0" 24' - 0" 24' - 0" 12' -0" 24' - 0" 220' - 0" 24' - 0" 12' - 0" 24' - 0" 7 24' -0" 6 1 12' - 0" 24' - 0" 10 Elevation @ Grid A 1- I -- ). L / Pa� - .e.(1 L L J L L J 7 71 ). L ff 1 L L I j L L r: T L J _ t _ CNI r( cNi LTJ SEE STRONGBACK ELEVATION 5/S7 17 7 _ r cl LJ r _ L J It J EXISTING 7" STRUCTURAL SLAB SUPPORTED ON 35 TON TIMBER PILES ORIGINAL L.L. 250PSF J f ) L' J r 1 A • rr L' ...J 17 -1 t Co rf L J r� • L — L L J. L' r, J. cob L Ect L _ i L r; } L _ ) L L1J f 7 L Li 0 Gi- co co .LI/l11 I 43 • • • SPANDREAL ABOVE Elevation @ Grid G r ) L 17 7 L) L rt L ) • EXIST. 8" STRUCTURAL SLAB A +. Elevation @ Grid H RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER r' r.. ea o `l FOUNDATION PLAN 3.6 Ivt 41-161 _REVIEWED FOR ODE COMPLIANCE APPROVED DEC 2 0 2012 4- City of Tukwila BUILDING DIVISION PRIDENCE PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKVVILA, WA 98168 NE, I -SUITE 500 VUE, 004 t 42 .402000 I 1425:402002 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com © Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest DATE DESCRIPTION 11-26-12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/01/12 FOUNDATION PLAN S1.1 24' -0" 1 12' -0" 24' -0" u,I U E) 6.75x30 GLB 8' -0" 1300 LB RTU -7 O U J • (0 O U c+) 8'-0" RTU-6 800 LB o • I oo (E) 8.75x37.5 GLB EF -1 (E) 8.75x33 GLB (E) 8.75x30 GLB co to O T 1300 LB c) 0 SUSPENDED CEILING OUTLINE, TYP. VJ. 1 d' VFY. • EXIST. N RTU -3 800 LB • RTU -2 1200 LB (E) 8.75x37.5 GLB/ 1 u) T i(E) 8.75x37.5 GLB (E) 8.75x37.5 GLB 1 '2 — to 0 U co tri X 0 U O U to X U c M tri tCi r r X X / 0 U / U LC) 0 U X 0 U RTU -4 800 LB c') tri 0 RTU -5 800 LB 0 U U (E) 8.75x37.5 GLB RTU -1 1400 LB C+) C12 o_ U 200 LB I0 U � M 1 LO 0 U T-71 M 0 co 01 r l U RTU -10 Ico to (E) 8.75x36 GLB (E) 1/2 " PLYWOOD DECKING c) N 0 U co to 0 U RTU -9 800 LB U MUA -1 3000 LB (0 0 EF -8 0 RTU -14 U (E) 8.75x37.5 GLB (E) 6x16 PURLINS 0 0 0 (E) 8 75x30 GLB RTU -16 1300 LB O_ U (E) 8.75x34.5 GLB 7 S5.1 (E) 8.75x34.5 GLB TYP. @ U 0 M — — t0 0 U (E) 8.75x37.5 GLB (E) 8.75x30 GLB (E) 6x16 PURLINS 0 0 O 11 HAN N ELS (E) 8.75x30 GLB RTU -15 M X U U (E) 8.75x37.5 GLB (E) 8.75x37.5 GLB VJ Z o o_ z CD w n IQ 7 S5.1 • RTU -12 (E) 8.75x34.5 GLB RTU -11 1200 LB (0 X (E) 8.75x30 GLB 16' -0" I(E) 8.75x37.5 GLB 24' - 0" 24' - 0" (E) 8.75x37.5 GLB 12' - 0" 24' - 0" (E) 6x16 PURL.INS 24' - 0" (E) 8.75x30 GLB 12' -0" RTU -13 1200 LB 24' - 0" 24' - 0" 1600 LB RTU -17 I4 0 U 150 LB (E) 8.75x34.5 GLB (E) 8.75x34.5 GLB rni N (A) ao r N N N N • N 'd (E) 2x12 @ 16" oc 12' -0" 24' - 0" 220' - 0" 1 1 FRAMING PLAN n ROOF 1/8" _ N R VIEWED FOR l COMPLIAN CE Y;` APPROVED DEC 2 0 2012 City olf Tukwila BUILDING DIVISION PROVIDENCE Health &Service s PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 1110 'f 12TI^i AVE NE 1 :SUITE 500 BELLEVUE, WA 1 98004: t08,40.2000 I f 42E 463 2002 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com m Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. A DATE DESCRIPTION RECEIVED CITY OF TUKWILA DEC 0.6 2012 PERMIT CENTER 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: LUIS MARTINEZ 11/05/12 ROOF FRAMING PLAN S2.1 L:\2001files101038\01038011\SUBMITTALS\ProvRx-S-Central.rvt 1 4.7� 1 r1 248' N NO STL. DECK AT CEILING BRACING LOCATIONS Il I`1 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 10' -0 1/8" 1 1000S162 -54 @ 16" oc hl 22GA. 1 1/2" TYPE BI ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" Id Hvl P;1 ICI NO STL. DECK AT CEILING BRACING LOCATIONS 22GA. 1 1/2' TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12' -10 5/8" 1 u Ell r Ls. NO STL. DECK AT CEILING BRACING LOCATIONS 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12' -10 5/8" NO STL. DECK AT CEILING BRACING LOCATIONS 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12' -10 5/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK IS ELEV. 9' -0 1/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 10' -0 1/8" intImisimunims lLt. _ t uW 1 1 1 HDR. B -2 1E1 f, I SPREAD JOISTS AT HEPA FILTER MOUNTS *III 12 Ism III II _ I 'IIIII'��' I _( 1 ��'i iii MIL 1r�11\ Il< =1 Il•I•li�'. 1 7`1 ■■ 1. .11 jl@ 1000S 62 -54 = 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 11' -1 5/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" @16 "oc 1 / � =J KA rIl f DBL. JST. T DBL JST. 1 _I - Ial .10005162 -54 @48 "oc/ HIIIEIIL a� 9 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 10' -0 1/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 8' -10 5/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" 1 N 11 N 8" CONC. VAULT CEILING @ 12' -0" 1 DBL. JST. TYP. @ OPNGS. 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF IDECK) IS ELEV. 8' -10 5/8" 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 12' -10 5/8" n DBL. JST. TYP. OPNG. I_I1L_ 22GA. 1 1/2" TYPE B ROOF DECK TOP OF FRAMING (BOTTOM OF DECK) IS ELEV. 9' -0 1/8" 11 I 1 11 11. 11 I I I 1 11 11 III 1 =1 10 REVIEWED FOR DOE COMPLIANCE w, APPROVED DEC 202012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER ,CEILING FRAMING PLAN NOTES: 1.) SEE DETAIL 1/S6.2 FOR TYPICAL FRAMING DETAILS. (U.N.O.) 2.) DO NOT HAVE STORAGE OF ANY KIND ON DECKING. 3.) WHERE "HILTI" BRAND ADHESIVE ANCHORS ARE CALLED OUT DO NOT SUBSTITUTE OTHER BRAND ANCHORS WITHOUT WRITTEN APPROVAL OF E.N.W. NOTE: ONLY ANCHORS WITH CURRENT CODE APPROVED VALUES WILL BE CONSIDERED. 4.) WHERE BERAING 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 TIGHT TO WEB OF TOP & BOTTOM TRACKS, TYP. 5.) PROVIDE JOIST BLOCKING /BRACING PER DETAIL 1/S6.2. SEE "JOIST BRACING SCHEDULE" THIS SHEET. 6.) X- BRACES SHOWN THUS: >< & NOTED AS 0 ARE PER ELEVATION 2/S6.2 & WALL BRACING SCHEDULE. 7.) BLOCKING OVER INTERIOR WALL NOT REQUIRED. (REF. 1/S6.2) SEE PLAN FOR LOCATION. 8.) CEILING STRAPS SHOWN THUS: > < & AS NOTED 0 SEE "CEILING BRACING SCHEDULE BRACING SCHEDULE" FOR SIZE THIS SHEET. PROVIDENCE Health &Senses PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98168 11,10112'Ti AVE NE I; SUITE'SOO BELLEVUE,.WA I "98004, t425.468 20011 I 1'4125.4032062 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com © Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. A DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: L. MARTINEZ 11/08/12 CEILING FRAMING PLAN S3.1 L:\2001files\01038101038011\SUBMITTALS\ProvRx-S-Centra 11/28/2012 1:34:22 PM. E D C 1 EXISITNG G.L.B. & PURLINS PLATE 1/4 "x8 "x1' -8" E.S. w/ 2- 3/4" DIA. THRU BOLTS 3/4" BRG. PLATE COL. PER PLAN • • • • • LT= iii. IWO WkI 1' -8" 3 1 1/2" TYP. 1/4 1/4 V CENTERLINE 1 1/2" TYP. 3/4" BASE PLATE w/ 4- 3/4 " DIA. HILTI KH -EZ (EMBED 6 ") PER I.O.C. REPORT ESR -3027 0' -0" SECTION 1illll111lll111 =1 1- 111lll1 11l:ll111ll POST DURABLE SIGNAGE ON LID "NO STORAGE" 2- #4 CONT. 2' -0" #4 N r-@ ALT. VERT. DWL. BARS (20 "oc) @OPENINGSADD2 - #5 V. (1 E.F.) & 1- #7 HORZ. EXTEND 2' -0" BEYOND OPNG. EA. SIDE EQ. 3/4" = 1' -0" 2,_0„ #4 N F 6 "oc #4 x 2' -0" VERT. DWL. @ 12 "oc w/ HILTI RE -500 EPDXY (EMBED 4 ") T 'D a D EQ. • (V 0 J 0 a J 0 .1>a s• D 0 w m 2 w kr / III —I l — — EXIST. 7" STRUCTURAL SLAB /j lillllillllill BAL. PER SECTION 1 3/4" BASE PLATE w/ 1" DIA. HILTI RE -500 (EMBED 8 ") 0, -0" I-0" DIA. ALL - THREAD TO BASE PL 0' -0" 8" SECTION co 1/4 V 0 w 2 w 111=11 mil 1ll —I I I —I I I- lil I.I I llllillll11lll ll 3/4" =1,-0" VARIES S VERIFY NEW EXIST. CHIP CONC. 6" BACK TO EXPOSE REBAR SAWCUT FOR CLEAN LINE. CUT ALL REBAR REBAR TOP & BOT. TO MATCH EXIST. 0' -0" 7 3' -3" MIN. NOTE: NEVER SAW-CUT WITHIN 3' -3 OF ANY PILE CENTERLINE WITHOUT WRITTEN AUTHORIZATION FROM BOTH ENW & MG2. SAWCUT - ROUGHEN SURFACE (1/4" MIN. AMPLITUDE) DO NOT DAMAGE REBAR STRUCTURAL SLAB 11=11=1= 111_111 —i1Ill 111=11 I: 1 1111= DAYTON D -250 BAR -LOCK "L" SERIES COUPLER MATCH REBAR SIZE. INSTALL PER ICBO REPORT ER -5064 SPECIAL INSPECTION IS REQUIRED. TYP. PATCH @ PLUMBING CUT OUT SECTION 8' -0" 3/4" = 1' -0" CENTERLINE NEAREST PILE EXIST. GLB'S TO REMAIN 8 DEMO EXIST. P.C. PNL. @ OPNG. PER ARCH 2 EQ. 4' -0" NEW STRONGBACK BEYOND GRIND ENTRY SLOPE INTO EXIST. 7" STRUCTURAL SLAB THUS: EQ. SECTION III —I 1 1 -1 1 1 —. liIlllI1Illll111ll EXISTING 7" STRUCTURAL SLAB EXISTING G.L.B. EXISTING PILE WHERE OCCURS 3/4" = 1' -0" 8' -0" 10 11 PROVIDENCE Health & Se 'vie e s PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TU KVVI LA, WA 98 168 // REMOVE EXISTING MEZZANINE FRAMING SS 7x7x1/4 NEW HSS 7x7x1/4 REMOVE EXISTING MEZZANINE FRAMING REMOVE EXISTING COLS. AND REPLACE w/ NEW FULL HEIGHT COLUMNS TO SUPPORT EXIST. ROOF. CONCRETE STRUCTURAL SLAB ON PILES TO REMAIN — I11 =1II -f '-ill; 111 1 =1 I 1 1j1111,11 II III _l M�I 111 111111111111 1I: 11 I l l,' 11 1111.111111 =1 III =1 1= Hi TYPICAL 60' BAY INTERIOR ELEVATION 3/16" = 1' -0" T REVIEWED FOR ODE COMPLIANCE APPROVED DEC 202012 City ofTukwila UILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER 111 112TH /EVE t E 1 SUITE 00 BELLVUE, 'WA 1 18004;: 2000 1 U25;4%2002 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ® Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/02/12 FOUNDATION SECTIONS S4.1 L:\2001 files\ 01038\ 01038011 \SUBMITTALS \ProvRx -S -Cen 11/28/2012 1:34:23 PM E D B A 5/8" DIA. THREAD ROD EPDXY ANCHOR w/ HILTI HIT RE -500 SD ADHESIVE (EMBED 4 ") & DIAGONAL WALL EXISTING PURLIN @ 8' -0 "oc EXISTING P.C. PANEL SECTION NEW HTT-4 @ 8' -0 "oc ONE SIDE NEW INSULATION ROOFING PACKAGE 3/4" =1-0" EXIST. 2x STIFFENERS CEILING SUPPORT ANGLE 5x3x1/4 x0' -3" w/ 1 1/2" DIA. THREADED ROD w/ DOUBLE NUT TOP & BOT. w/ 2- 3/4" DIA. LAG BOLT EMBED 4" w/ 1/2" DIA. LEAD HOLE TYP. FRMG. BEGINS SECTION CL CL CHANNEL PER 6x16 REINF. DTL. 4/S5.1 w/ 3/4" DIAMETER THRU -BOLTS EXIST. 6x16 @ 8' -0 "oc INTERMEDIATE JOINT FRAMING @ 4' -0 "oc 3/4" = 1' -0" 1/2" DIAMETER ALL THREAD @ 8' -0 "oc EA. WAY [PER PLAN] 10 4x @ MECH. UNIT SEE PLAN 8' 0" TYP. 6' -0" MAX. CAST 5/8" DIA. THREAD ROD EPDXY ANCHOR w/ HILTI HIT RE -500 SD ADHESIVE (EMBED 4 ") EXISTING P.C. PANEL SECTION BUILT -UP CANTILEVERS 2- 600S162 -43 (18GA.) FRAMES @ 8' -0 "oc EA. I WAY @ OUTRIGGER EDGES 3/4" = 1' -0" & DIAGONAL WALL SIMPSON U HANGER, TYP. EXISTING 2x4 STIFF. @ 24 "oc CSMT16 x 4'-4" @ WALL ANCHOR LOC. w/27- 16d SINKERS EA. SIDE OF PURLIN NEW 4x8 D.F. #2 PER PLAN NAIL TO EXIST. STIFFENER w/ 10d @ 6 "oc STAGGERED, TYP. NEW HTT -4 EACH NEW 4x8 c) EXIST. PURLIN 4x4 BLKG. @ STRAP LOCATION 25' -0" EQ. CL CL Fh 0 CHANNEL PER 6x16 REINF. DTL. w/ 4- 3/4" DIA. THRU -BOLTS EA. END & 2' -0 "oc INTERMED. STAGGERED RADIUSED RIM FRAME B'TWN. CANTILEVERS 2' -0 "oc STAGGER 2' -0" CV CL 1 1/2" CL CL 6" 1 1/2" SECTION UMW WOW IMAS r4w' `fit \\ MOM MMI • g 3/4" = 1' -0" EXIST. 6x16 5x3x1/4" x 0' -9" w/ 2- 3/4" THRU -BOLTS EA. END EXIST. GLB 5/8" DIAMETER THREAD ROD PER 2/S2 EXISTING G.L.B. r1 0 NEW HTT-4 ONE SIDE @ EACH G.L.B. EXISTING P.C. PANEL SECTION NAIL PLYWOOD TO MEMBERS ALL AROUND OPENINGw /2- ROWS 10d COMMON @ 6 "oc EACH ROW 3/4" = 1' -0" EXIST. 6x16 PURLIN @ 8"oc 25' -0" MECHANICAL UNIT. PER PLAN METAL CURB BY MFR. PLACE FLUSH w/ FACE OF GLB EXIST. PLYWOOD 3" 1 1/2" YY 4x6 DF #2 w/ SIMPSON U46 HANGERS EA. END. FLUSH 4x8 w/ INSIDE FACE OF CURB EXIST. 6x16 GLB PURLIN (REINFORCED PER 4/S5.1) SECTION 3/4" = V-0" EXIST. GLB EXIST. GLB 6/S5.1 ADD C10x15.3 x 25' -O' C'TRD. ON SPAN TIGHT TO @ 2x'S OR 4x'S @'MECH. UNITS 6x16 REINFORCEMENT DETAIL 1/4" = 1' -0" NEW HCSTR2 CTR'D. ON JOINT EACH SIDE @ HINGE CONNECTION EXIST. GLB PER PLAN SECTION 10 REVIEVV'WD FOR ODE COMPLIANCE APPROVED DEC 2 0 2012 BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER PROVIDENCE He alth & Se rvic e s PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TU KVVI LA, WA 98168 ► E 1: `SUITE 50 BELLEVUE, VILA, (9000k 't 425 463 2000 I 1425.463.2002 MulvannyG2.cam STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com CI Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. A DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 ROOF FRAMING SECTIONS S5.1 L:\2001 files \01038 \01038011 \SUBMITTALS \ProvRx -S- Central. rvt DEFL. TRACK ABOVE @ ROOF PER TYP. SECTS. [PER PLAN] CONT. 16GA. TRACK w/ #8 T. &B., EACH JOIST 358 S162 -54 @ 16 "oc ALIGN w/ JOISTS w/ 2- #8 EACH END TO TRACK EXIST. 7" STRUCTURAL SLAB a 0 0 STEEL JOIST PER PLAN B- DECK PER PLAN SECTION SHEATHING PER ARCH. CONT. 16GA. TRACK w/ 0.177" DIA. x 1 1/2" HILTI DS37P10 DRIVE PINS @ 16 "oc 3/4" = 1' -0" 3 4 THICKNESS OF STEEL COMPONENTS 1 GAUGE DESIGN THICKNESS MINIMUM 2 THICKNESS 22 .0283 .0269 20 .0346 .0329 18 .0451 .0428 16 .0566 .0538 14 .0713 .0677 12 .1017 .0966 10 .1240 .1265 NOTE: 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 A3.4 OF THE 1986 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 ROWAT MID -SPAN 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 25' THREE ROWS AT QUARTERS SPANS NOTE: 1.) FOR ALTERNATE TO STRAP BRACING USE 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/S6.2 FOR DETAILS AND EXCEPTIONS. CEILING BRACING SCHEDULE MARK STRAP /CRC (50 k.s.i.) NUMBER OF SCREWS MINIMUM PROPERTIES GUSSET TO TRACK GUSSET TO STRAP STRAP SPLICE S(in.3) 1 1/2" x 16GA. 2 2 2 O2" x 16GA. 3 3 3 OC 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/S6.2 FOR BALANCE OF INFO. LIGHT GAGE & MISC. PARTS SCHEDULE ITEM CALLOUT MINIMUM PROPERTIES *APPROVED SUPPLIERS & THEIR CALLOUT FOR THESE ITEMS Fy (k.s.i.) I(in. ^) S(in.3) A(in.2) ry SSMA I.C.C. ESR -4943P T -BAR CEILING SUPPORT JOISTS ** 1 50 5.59 1.22 0.66 .53 800S162 - 54 (50ksi) _ 8" x 1 5/8" x 16GA. C N z BEAM A 50 20.14 11.69 3.62 1.65 (2)1200S250 - 97 (50ksi) (2) 12" x 2 1/2" x12GA. II iv I z BEAM B 50 11.19 2.45 1.33 1.38 (2)800S162 - 54 (50ksi) (2) 8" x 1 5/8" x16GA. iv z BEAM C r 50 36.7 5.29 2.24 1.43 (2)1200S162 - 68 (50ksi) (2) 12" x 1 5/8" x14GA. II iv I z RIM JOISTS & BLKG. ** 8" x 1 1/4" x 16GA. C 50 4.42 0.82 0.59 .30 800T125 - 54 (50ksi) C12 (SPCL.) HEADER CAPS TOP & BOTTOM 4" x 1 1/4" x 16GA. 50 0.84 0.35 0.36 0.36 400T125 - 54 (50ksi) G.W.B. CEILING JOIST ** 50 5.74 1.43 0.69 .54 800S162 - 54 (50ksi) 8" x 1 5/8" x 16GA. C N i z G.W.B. CEILING TRACK ** 8" x 1 1/4" x 16GA C 50 4.42 0.82 0.59 .30 800T125 - 54 (50ksi) WALL TOP TRACK** (U.N.O.) 3 5/8" x 1 1/4" x 16GA. [ 50 0.67 0.31 0.34 0.37 362T125 - 54 (50ksi) WALL TOP TRACK** (SPCL.) 3 5/8" x 1 1/4" x 12GA. C 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 C 50 0.67 0.31 0.34 0.37 362T125 - 54 (50ksi) WALL STUDS 33 0.55 0.30 0.26 0.61 362S162 - 33 3 5/8" x 1 5/8" x 20GA C i, z WALL TOP TRACK** 6" x 1 1/4" x 16GA. [ 50 2.24 0.59 0.48 0.33 600T125 - 54 (50ksi) WALL BOT. TRACK** 6" x 1 1/4" x 16GA. E r 50 2.24 0.59 0.48 0.33 600T125 - 54 (50ksi) WALL STUDS (' 6 "x 1 5/8" x 20GA. £ r 33 1.79 0.57 0.34 0.58 600S162 - 33 WALL STUDS 33 3.38 0.71 ' 0.41 0.55 800S162 - 33 (33 ksi) 8 "x 1 5/8" x 20GA. C N z_ T WALL TRACKS 8 "x 1 1/4" x 16GA C 50 4.42 0.82 0.59 0.30 8005125 - 54 (54 ksi) 1 1/2 "x 20GA. BRACING STRAPS (IN CEILING) 1 1/2" WIDE x 20GA. FLAT STRAP ALT. 1 1/2" x 16GA. C.R.C. 50 -- -- - -- - 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 - -- --- - -- O x 16GA. STRAPS O WIDE x 16GA. FLAT STRAP 50 --- - -- - - -- SEE WALL /CEILING BRACING SCHEDULE 2" x 2" x 16GA. ANGLE 33 -- -- -- -- --- PLATFORM DECK 1 1/2" DEEP x 22GA. TYPE "B" 33 0.175 0.184 - -- -- VERCO TYPE HSB -SS I.C.C. ER -2078 WHEELING TYPE HS BW I.C.C. ESR -1116 w/ 5/16" DIA. MIN. HE r SCREWS (MTL. TO MTL.) #8 -18 x 1" HWH #2 OR PPH #2 HILTI SCREWS (G.W.B. TO MTL.) #10 -24 x 1 1/2" PWH #3 HILTI (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" DIA. X 1 1/2" LOWVELOCITY DRIVE PINS HILTI I.C.C. ESR -1663 NOTES: * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. ** THESE JOIST & TRACK MEMBERS TO BE UNPUNCHED. ci 10 R Health & Se ivic e s PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TUKWILA, WA 98 168 2TH A t E 1 SUITE`500 9ELL.I VUE, WA 1 9801 425 4 } 2000 1 f -41 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com ® Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER 11 -26 -12 PERMIT SUBMITTAL tEVIEVHED FOR E COMPLIANCE APPROVED DEC 2 0 2012 City of Tukwila 1LOINO DIVISION Project Number :- 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 CEILING FRAMING SECTIONS S6.1 L:\2001 files \01038 \01038011 \SU BM ITTALS \ProvRx -S- Central. rvt H E D C B 2 11 tt, N o A N co N 2. CLIP FLANGES OFF & LAP TOP TRACKS TYP. 4 SCREWS MIN. (2) SCREWS @ 16 "oc TOP & BOT. @ HEADER BEARING HEADER PER SCHEDULE y ••••••••••,- 11 3 SCREWS TYP. ROUGH OPNG. SINGLE WINDOW SILL TRACK 16GA. NON LOAD BEARING HEADER LOAD BEARING HEADER TYPICAL WALL HEADER DETAIL 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 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 "x2OGA. ANGLE x 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 GAUGE & 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. CRC OR STRAP PER SCHEDULE 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 (2) SCREWS FROM EACH TRACK FLANGE TO STUD FLANGES TYP. TOP & BOT. 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. CRC MAY BE USED IN PLACE OF THE STRAP BLOCKING. TYP> 1/2" DIA.J 6 "oc [PER PLAN] �i-JOISTS PER PLAN S 3 TYP. CEILING JOIST PER PLAN (MAX. JOIST SPACING = 48 "oc) ROOF DECK PER SCHEDULE S6.1 WHERE SHOWN ON PLAN. FASTEN DECK TO ALL SUPPORTS @ 24 "oc MAX. USE 1/2" PUDDLE WELD OR #12 SCREWS 4 16GA. TRACK (U.N.O.) BLOCKING REQUIRED AT CONT. JOISTS. PROVIDE 2 "x2 "x2OGA. ANGLE E.E. w/ 3- SCREWS PER LEG SEE TYP. BLOCKING DETAIL FOR ANGLES Kt TOP TRACK TYP. CONTINUOUS BETWEEN ADJACENT PERPENDICULAR WALLS BLOCKING NOT SHOWN HERE FOR CLARITY TYPICAL JOIST OVER INTERIOR WALL 10 x 10 x 16GA. GUSSET @ STRAP w/4 SCREWS EA. MEMBER (MIN.) THIS GUSSET TYP. WHERE STRAPS END SCREWS @ 16 "oc @ JOIST OVER WALL (SEE PLANS FOR LOCATIONS) 16GA. TRACK CONT. (U.N.O.). PROVIDE 2 "x2" x 20GA. ANGLE E.E. w/ 3- SCREWS PER LEG 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 "x8 "x 16GA. w/ 6- SCREWS E.S. NOTE: DO NOT SPLICE RIM JOIST OVER ANY HEADER. CLIP FLANGES & LAP TOP TRACKS TYP. G.W.B. PER ARCH. NOTE: STUDS NOT SHOWN FOR CLARITY 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) 8 x7x16GA. ANGLES 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 x 2 x 20GA. x0' -7" w/ 5- SCREWS EA. WAY (6 PLACES) DOUBLE JOISTS RIM. JOIST HEADER EACH EA. SIDE OF DUCT. TRACK BLOCKING EA. SIDE OF HOOD DUCT w/ 2" x 2" x 16GA. x 0' -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 TYPICAL LIGHT GAGE DETAILS DECKING PER SCHEDULE SHEET S6.1 6" x 1 5/8" x 16GA. CEILING JOIST @ 16 "oc SCREW TO TRACK TO WALL STUD w/3 SCREWS EA. STUD NOTE: AT CONTR. OPTION G.W.B. CEILING GRID MAY BE USED 3 5/8" STUDS @ 16 "oc SEE SHEET S6.1 PARTS SCHEDULE SECTION GYP. @ BOT. SEE ARCH. SHEATHING EA. SIDE PER ARCH. g 3/4" = 1' -0" PER AR ADD BLOCKING FOR SECURITY @ WALL CL ORIENT CLIP ANGLE THUS: [ PER PLAN] #8 SCREWS @ 6 "oc 3/4" = 1-0" DECKING PER SCHEDULE JOIST PER PLAN CEILING PER ARCH. SHEATHING PER ARCH SECTION CEILING PER ARCH. 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 UNLESS BRACE OR G.W.B. LENGTH THIS CALLED OUT ON PLAN 6 1 7 RIM JOIST OR TRACK @ CEILING JOIST LEVEL SEE SECT. 3 & 4/S6.2 STOP X- BRACE /STRAP @ TOP OF CEILING JOIST OR @ TOP OF TRACK OF WALL AS SHOWN HERE. HOLD 16" EA. END CL STUD HOLDOWN PER SCHED. EA. END SEE DTL. "2b" DIAG. STRAPS PER SCHEDULE (DO NOT SPLICE) • .. .. �.. - . fl: -. •p -'.• II. ••.:•11..--11 11'.•••11 . :• • I I .y•:..N .. H . 11 :.H :II --I. II 11. PER PLAN 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. DRIVE PINS @ 24 "oc @ SHEARWALLS TYP. TYP. "X" BRACED SHEAR WALL ELEV. / TYP. G.W.B. SHEAR WALL ELEV. PER PLAN 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 SOLID BLOCKING STOP WALL X -BRACE STRAP @ TOP OF CEILING JOIST. NO X -BRACE ABOVE - 16GA. UNPUNCHED @ TRACKw/4 #10 SCREWS @ EA. STUD DIAGONAL BRACING STRAP /G.W.B. PER PLAN & SCHEDULE SHEATHING EA. SIDE O 0 NOTE: REMAINDER PER SECT. #10 SCREW TOP & BOT. TYP. CEILING JOIST PER PLAN ALIGN w /STUDS. SECTION DECK OR CEILING X -BRACE PER PLAN S !-1 7 SHEATHING PER ARCH. N.T.S. PER PLAN 16GA. TOP TRACK CONT. NO SPLICES. TURN LEGS UP IF STUD OCCUR ABOVE. #8 SCREWS @ 16 "oc HEADER PER PLAN (NO SPLICES) 16GA. BOT. TRACK w /SCREWS @ 16 "oc [PER PLAN] 3 5/8 "x1 5/8 x 20GA. WALL BRACE @ 48 "oc OVER WINDOWS & DOORS SHEATHING PER ARCH. TOP & BOT. TRACKS TO MATCH STUD GA. 3/4" = 1' -0" (2) SCREWS EA. JOIST TO HEADER STL DECKING PER PLAN TYP. JOISTS PER PLAN SECTION CEILING PER ARCH. 1 1/2" MAX. OVER CEILING 20GA. STUDS @ 16 "oc WHERE NOTED ON. ARCH. DWGS. (ALIGN w /JOISTS) 3/4" = 1' -0" PER PLAN SIMPSON HOLDOWN, ANCHORS & SCREWS PER SCHEDULE SEE SCHEDULE SOLID BLOCKING STOP WALL X -BRACE STRAP @TOP OF CEILING JOIST. NO X -BRACE ABOVE - 2 #8 -20 SCREWS @ EA. STUD DETAIL SEE SCHEDULE FOR LOCATIONS CONT. JOIST DECK OR CEILING X -BRACE PER PLAN 8 DOUBLE STUDS TYP. @ HOLD DOWN 1 1/2" = 1' -0" PER PLAN ,.� CEILING JOISTS (LOW) DIAGONAL BRACING STRAP /G.W.B. PER PLAN & SCHEDULE SECTION SHEATHING PER ARCH. NOTE: REMAINDER PER SECT. 1 SEE HEADER SEC'. 6/S6.2 [PER PLAN] SHEATHING PER ARCH. TOP & BOT. TRACKS TO MATCH STUD GA. 3/4" =11-0" CONN. PER SECT. 5/S6.2 JOISTS PER PLAN O SECTION STUD BRACE PER . SECT. 6/S6.2 S CEILING PER ARCH. 1 1/2" MAX. OVER CEILING 20GA. STUDS @ 16 "oc WHERE NOTED ON ARCH. 3/4" = 1' -0" 9 10 WALL BRACING SCHEDULE MARK STRAP (50 k.s.i.) HOLDOWN NUMBER OF SCREWS GUSSET TO T. & B. TRACK I GUSSET TO DBL. STUDS GUSSET TO STRAP O 1/2" G.W.B. NONE UNBLOCKED SCREW @ 7 "oc EDGES & 7 "oc FIELD O 2" x 16GA. 8 18 10 - O 3" x 16GA. S /LTT20 12 25 15 O 4" x 16GA. S /LTT20 16 34 20 O 5" x 16GA. S /LTT20 20 43 25 NOTE: 1.) SCREWS MUST BE PLACED AT LEAST 3/4" APART AND MUST BE 3/4" FROM EDGE OR END OF ALL METAL PIECES. HOLDOWN SCHEDULE HOLDOWN ANCHORS SCREWS SIMPSON S /LTT20 1/2 "0 SIMPSON TITEN HD (EMBED 3 3/4 ") INSPECTED INSTALLATION I.C.C. ESR 2713 8 #10 - SIMPSON S /HTT14 14 #10 PER PLAN 00 PER PLAN STOP WALL X -BRACE STRAP @ TOP OF CEILING JOIST. NO X -BRACE ABOVE DIAGONAL BRACING STRAP /G.W.B. PER PLAN & SCHEDULE CEILING X -BRACE PER PLAN ANGLE 2 x 2 x 0'-7" x 16GA. w/4 SCREW EA. LEG CEILING X -BRACE PER PLAN CEILING JOIST PER PLAN ALIGN w /STUDS. CONN. PER JOIST ABOVE SHEATHING EA. SIDE SECTION SHEATHING PER ARCH. SOLID BLOCKING NOTE: REMAINDER. PER SECT. PER PLAN CEILING JOIST PER PLAN ALIGN w /STUDS. 3/4" = 1' -0" WALL BEYOND BLOCKING OVER WALL CEILING PER ARCH. SECTION 3 5/8" STUDS @ 16 "oc 3/4" = 1' -0" RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 0 2012 City of Tukwila BUILDING DIVISION 11 7 I-� alth &Service s PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S. 120TH PL. TU KWI LA, WA 98168 1110112TH AVE NE 1SUITE 500> B.ELLEVUE, WA ( 98004 t 425.463 2006 [ f 425.463.2002. MulvannyG2:com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 01038011 Engineer: D. LAKE DRAWN BY: D. TALOA 11/20/12 CEILING FRAMING SECTIONS S6.2 j- L: \2001 files \01038101038011 \ SUBMITTALS \ProvRx- S- Central.rvt 11/28/2012 1:34:26 PM E C A TOP OF STRONG BACK 2' -2',- FINISH_FL. 0' -0" 2 03) r-- CD C 3 — L -J C 0 6 7.1 8 TOP OF STRONG BACK n 20' - 2" Ar Elevation @ Grid 1 O 1 /8" = L FINISH FL. 0' - 0" Ar E E E C J � Elevation @ Grid 4.7 NOTES: 1.) CONCRETE ANCHORS: USE 1/2" DIA. w/ KWIK BOLT TZ IN CONCRETE, INSPECT PER I.C.C. ESR -1917. 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HILTI -RE 500 -SD WITHOUT PRIOR WRITTEN AUTHORIZATION FROM ENW. 3.) DO NOT OVER CUT OPENINGS AT CORNERS, TYPICAL. Elevation @ Grid H O1/8" = 1' -0" u u 0 0 NOTE: PRIOR TO H.S.S. FABRICATION CONTRACTOR TO VERIFY THE H.S.S. & CONNECTIONS WILL MISS ROOF FRAMING MEMBERS AND CONNECTIONS H.S.S. 6x6x1/4 STRONGBACK EACH SIDE OF OPENING EXISTING P.C. PANEL 0 0 u 1/8" CAP PLATE EACH H.S.S. (SEAL WELD ALL AROUND) TOP OF STRONG BAC 1 20' -2" K 0 n J 0 .0 0 1' - 0 "� 10' - 0" MAX. R.O. 4' -0" FINISH FL. 0' -0" A. STRONGBACK ELEVATION @ Grid G O Elevation 1/8 = l' -0" ANGLE 4x4x1/2" x 0' -4" EACH SIDE H.S.S. w/ 1/2" DIA. HILTI KWK-BOLT TZ ANCHORS (EMBED 4" MIN.) SEE NOTES ON ELEV. FINISH FL. 0' -0" CENTERLINE H.S.S. TOP, BOT. & NEAR SIDE TYP. @ ALL ANGLES 1/4" MAX. R.O. PER ELEV. 1' -0" SECTION 3/4" = 1' -0" CENTERLINE H.S.S. 1/2" x H.S.S. WIDTH + 1" PLATE w/ 2- 1/2" DIA. ALL - THREAD RE -500 EPDXY ANCHORS (EMBED 4 ") SECTION 3/4" = Elevation @ Grid 0 O 1/8" = 1' -0" 10 FINISH FL. 0' -0" #4 x 2' -0" H. DWLS. @ 2' -0 "oc EPDXY DOWEL PER NOTE (EMBED 4 1/4 ") NOTE: 1.) INSTALL #4 DWLS. IN 5/8" DIAMETER HOLES & #5 DWLS. IN 3/4" DIAMETER HOLES FILLED w /HILTI HIT HY -150 MAX. ADHESIVE PER I.C.C. -ESR REPORT #ESR -1967 DATED JAN. 1, 2012. 2.) PROVIDE SPECIAL INSPECTIONS PER I.C.C. ESR -1967 0' -0" TYPICAL INFILL DETAIL SECTION (LOCATE OPNG. PER ARCH.) EXIST. WALL TOP & BOT. OF OPNG. #5 x 2' -0" DWLS. @ 2' -0 "oc EPDXY DOWEL PER NOTE (EMBED 5 ") CENTER DWLS. @ CL OF EXIST. WALL #5 V. CENTERLINE @ 2' -0 "oc ALIGN w/ DWLS. 6" C.M.U. FINISH TO MATCH EXIST. WALL 2 #4 @ 2' -0 "oc HORIZ. PLACE 1 EA. SIDE OF VERTICALS MASONRY INFILL OF EXIST. WALL OPNG. PER PLAN 3/4" = 1' -0" RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER REVIEWED FOR ODE COMPLIANCE APPROVED DEC 2 0 2012 City of Tukwila BUILDING DIVISION PROVIDENCE Health &smices PROVIDENCE SENIOR AND COMMUNITY SERVICES 2001 LIND AVE SW SUITE 180 RENTON, WA 98057 PROVIDENCE INFUSION AND PHARMACY 3333 S 120TH PL. TU KWI LA, WA 98168 'J425.442'00.0 200.0 I f 425402002 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com © Engineers Northwest INC P.S.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Engineers Northwest. DATE DESCRIPTION 11 -26 -12 PERMIT SUBMITTAL Project Number : 0103801/ Engineer: D. LAKE DRAWN BY: D. TALOA 11/05/12 ELEVATIONS & SECTIONS S7.1