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Permit M13-0203 - BOEING #9-120 - ALTERATION
BOEING #9-120 9725 E MARGINAL WAY S M13-0203 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 1908 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov Parcel No: Address: • MECHANICAL PERMIT 0003400018 Permit Number: 9725 E MARGINAL WAY S 120 Project Name: BOEING #9-120 Issue Date: Permit Expires On: M 13-0203 12/9/2013 6/7/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 ;SEATTLE, WA, 98124 CONNIE HARDIN 4600 S 134 PL , SEATTLE, WA, 98168 HOLADAY PARKS, INC. PO BOX 69208 , SEATTLE, WA, 98188 HOLADP1379NO I,, Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2015 DESCRIPTION OF WORK: ASIC OFFICE: INSTALLATION OF (1) ROOFTOP ADU, (29) VAV BOXES, (1) DATA ROOM UNIT, (30) T -STATS, (3) VENTILATION FANS, (2) FIRE DAMPERS ALONG WITH ASSOCIATED DUCTWORK AND GRDS. Valuation of Work: $780,000.00 Type of Work: NEW Fuel type: GAS Fees Collected: $7,842.13 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer Distric: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: Date: 2012 2012 2012 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this develop d agree to the c)frtditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 3: 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. 4: 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). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: ***MECHANICAL PERMIT CONDITIONS*** 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 12: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 13: 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 104.2) 14: 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) • S 15: 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) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUKT —A Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 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** K' g Co Assessor's Tax No.: 00(; 3q tool) Qt0 2.lS Site Address: " S Qa-ttfna.(5 1 a„v Suite Number: Floor: Tenant Name: Arnie_ r New Tenant: ❑ Yes gyp... o Name: 00• 11,4 4,CLIr Address: 404 S p City: / n_ �{• 1. State: Zip•W Phone: 7 n ( ax: u t Lt' Email: i� ms. e AAA:, i mp\ Company Name1 ( `' _ Sr) AO 14.i Address:`�'1� S ��`1� f City: `� V State- Zip:Odd (, Phone: �� Fax: G 0 t 7 i r Contr Reg No.• Exp Date:-/ t oLiAboz 3'71V0 O'" j S Tukwila Business License No.: Valuation of project (contractor's bid price): $ irObOb • a- �i v14v 111ArLl2� a kms- /6.S �k Describe the scope of work in detail;/' 3o -fS s �3 Jb45)%. Cady" Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ lida)0421--. Fuel Type: Electric Q Gas ❑ Other: H:\Applications\rorms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Page 1 of 2 indicate type of mechanical work being installed and the quantity below: Unit Type 4t Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct 3 Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit' T Fire damper Diffuser JT Thermostat 30 Wood/gas stove Emergency generator Other mechanical equipment 114 G ,u - 11,+b�0 Ipi 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 Z' Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Mailing Address: ‘46t.fci to L00 5 3t-tt4\- Q.� H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-11 docx Revised August 2011 bh Date: / (`` (�p ►�.( Day Telephone: 10 G7 2- S) ciatk. City State Zip Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $292.50 M13-0203 Address: 9725 E MARGINAL WAY S 120 Apn: 0003400018 $292.50 DEVELOPMENT $292.50 PERMIT REINSPECTION FEE TOTAL FEES PAID BY RECEIPT: R2466 R000.322.800.00.00 0.00 $292.50 $292.50 Date Paid: Wednesday, June 25, 2014 Paid By: HOLADAY PARKS, INC. Pay Method: CREDIT CARD 05294G Printed: Wednesday, June 25, 2014 3:15 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $65:00 $65.00 $65.00 $65.00 $65.00 M13-0203 Address: 9725 E MARGINAL WAY S 120 Apn: 0003400018, MECHANICAL ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R610 R000.345.830.00.00 Date Paid: Monday, January 06, 2014 Paid By: HOLADAY PARKS, INC. Pay Method: CREDIT CARD 00637G Printed: Monday, January 06, 2014 12:30 PM 1 of 1 IRSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $6,273,70 M13-0203 Address: 9725 E MARGINAL WAY S' 120 Apn: 0003400018 $6,273.70 MECHANICAL $6,273.70 PERMIT FEE PERMIT ISSUANCE BASE FEE TOTAL FEES PAID BY RECEIPT: R289 R000.322.100.00.00 R000.322.100.00.00 $6,241.20 $32.50 $6,273.70 Date Paid: Monday, December 09, 2013 Paid By: HOLADAY PARKS, INC. Pay Method: CREDIT CARD 07454G Printed: Monday, December 09, 2013 12:40 PM 1 of 1 YS EMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $x,568;43 M13-0203 Address: 9725 E MARGINAL WAY S 120 Apn: 0003400018 $1,568.43 MECHANICAL $1,568.43 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R21 000.322.102.00.00 $1,568.43 $1,568.43 Date Paid: Wednesday, November 06, 2013 Paid By: CONNIE HARDIN, HOLADAY PARKS F Pay Method: CREDIT CARD 02618G Printed: Wednesday, November 06, 2013 3:21 PM 1 of 1 CRW YSTEMS INSPECTION RECORD Retain a copy with permit W13 INSPECTION NO. PERMIT NO. 6-A'\CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project. ) -P A H 1 Type of I spection , ` im_e(R /v At AdcjreSS;, � A-�NAS__ 7_5 �� Date Called: Special Instructions: 12, )j,,, /"� Date Wanted:�m�, E.,,,,,,,j U .y1- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ell4A-t-rtziinv I eY:e _r r: 0 1 ) Ll) N1 A 9n Ka e/A oma/ l' Insp' ector: /I Date: r D- )� P REINSPECTION FEE REQUIRED. Prior io 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. M(3 -DSO 3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., .#100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro .. U�,.'�.(, ..q ''(140 Type, of Inspection: 0 641: jj'' 1 MSA Address: • -. gi25 , AA-fa:A-JAL Date Called: Special Instructions: . Date Wanted a.m. Requester:. Phone No: Approved per applicable codes. . D.Corrections required prior to approval.._ COMMENTS: Inspe tor: Date: , n REINSPECTION FEE REQ IRED. 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 M! -42D3 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 Pro' J.u)&^� "'"2�I nn• Typje of Inspection:` �L0 R}� Rt ( Addnress:n C (y ��,( x Date Called: Special Instructions: Date Wanted: �3 f I 1 -- p.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. - COMMENTS: (2.,t 2347 Inspector: Date: 2( _. 9 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;. ,ae- A_C� 9— 12 Typ of Inspection: J J 6(--t 7 (� ,� eGO Ades: _., AAA -16 t� Date Called: Special Instructions: Date Wanted: i r nz. p.m. Requester: Phone No: ElApproved per applicable codes. - Corrections required prior to approval. COMMENTS P14 - LZ: A• c' e-C)JL_.%2 fe` L ( r C r -N ��,� Pte /�t t o 7' M`'l Z. 8./ 4t Ins4;tor: Date/ n REINSPECTION FEE REQJJIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION r.ECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Fv 3 -&243 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ae..t�� -("tA Type o Inspection: (i.y. j . Ad ress: ``� + .. .... 2.7f ., LAIAT (; krA-t__ -- Date Called: _ Special Instructions: Date Wanted:mr f —2 ( p.m. Requester: Pone No: 60 s DApproved per applicable codes. t� Corrections required prior to approval. COMMENTS: Asir vrr1C . In Date: s�pector: cul q:-�� ' n REINSPECTIOrFEE 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 . • r# 4. - ►3-Dz Proje Type of Inspection: Ad ess: L/. 7 -3 .0 e v t (o (4-'L Date Called. -, : l 4? - . . Special Instructions: 62-1Z— -0(4=0-',2-1- 5 7 Date Want ed: .. _ .. ,. p.m. Requester: - Phone No: "D -C C, --G e 7o0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: pA Inspector: Date/✓)) / n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r INSPECTION. NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain.a copy with permit It arrfr• X13.02,03 PERMIT NO. IVISION (206) 431-3670 Pro ct:Typ of lnsp ction: Address:• - G -7 2:5 C 4 s'_ INCdN,n Date Called: td - /', Special Instructions: . Date Wanted , ` 1 t 3 Oil P.m. Requester: Pe -44/ uZZ Phone No: zI *_ .Z-© (0,. is 0Approved per applicable codes. 5/ Corrections required prior to approval. COMMENTS: /),5,/e, 4._ 2 ‘C /fir 22- Wie/ (.4 >/e - Inspector: Date:/_ 1/-` 0 C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �$v INSPECTION RECORD Retain a copy with permit M13-0263 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 Pr ' ct: i' oQ;nb Ci - rZ0 Typ of Inspection: Kd06I+ �cii Mei, Address:_ `� 97,5 ,f, AkAl6A l--.----- Date Called: Date;-1 .: - I4 - Special Instructions: Date Wanted: -�^� 1- ( — 14 ra.m. ,p.m. Requester: ? Phone No: 6 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: K 6,0Lf oil -rt S t e e r- 7_ /1417._ I t-, 7 1\ (9f Inspec r: 'okkAjf Date;-1 .: - I4 - � v I I REINSPECTION FE5REQUIRED. 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 G (206) 431-3670 n� ( 3—)ZO3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: v e.— nl-� q_ f 24 Type of Inspection: Ko d& 4 - rj Ivte Ad s: a "lin cD)/�kL,... Date Called: Special nstructions: liQ L.11- AD 31.0 a., d. /L`Tv , -2-el vti v5 3 v i`� l lis 2 re Date Wanted: 12 ` 31 '13 O. Requester: Es; 4 Phone No: `�/ci(D ' 40 5©-1 E 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A - WI ok fafA -%v ./.5 C"2/• 3 .S —...--- r 4 5 DLJ h 6 l,` tired .' ..A 1 in C- e --- f 2...M/'9 f f Aa.,1/4),(/ 7 M , z--- N or Ti, v - 17 )U�e ( t f i( n eeA �� •,. e� 5 c At l I, REINSPECTION FEE REQUIRED/ Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. S uite100. Call to schedule reinspection. IACO 1802 W'Lake Sammamish PKWY SE Bellevue, WA 98008 Phone: 425-644-6400 Cell: 425-351-5999 BOEING BUILDING 9-120 AOE OFFICE MODERNIZATION AHURF5 ATTACHMENT FOR HOLADAY-PARKS, INC. STRUCTURAL CALCULATIONS NOVEMBER 04, 2013 JOB NO: 124-1317 VSlf'Siil7 r EXPIRES / / - 2,1 -*Z4="1- ! RECEIVED CITY OF TUKWILA JUN 30 2014 PERMIT CENTER �t13- O2 -O 3 ry,. C1)11, J-f'GA-5, • • .e:•/%/L'a) • By Sheet No. 27 s J JJill s• Sheet No. • LATERAL DESIGN:(IBC 2012; ASCE 7-10) WIND - BASIC WIND SPEED: EXP.. "C Iw = 1.0 .. .Kd = 0.9 Kit= Gf= 1.09 1:0 0.85 110. MPH qz = 0.00256 x Kz x Kzt x Kdx VA2 x I qt = 30.4: PSF Cf= F gzxGCrxAf (FIG. 26.5-1, ASCE 7-10) (TABLE 26.6-1, ASCE 7-10) UP TO 50' (GUST FACTOR) (EQ. 29.3-1) 1.3 (FIG. 29.5-1, ASCE 7710, FOR.MECHANICAL.UNIT) (EQ: 29.5-2) FOR ROOF TOP STRUCTURE UNIT LENGTH (L) _ 39.67 FT. UNIT WIDTH (W) = .: 8.8 : FTI UNIT HIGHT_ (H) := 7.0 : FT. SHORT DIRECTION: F wind = 16,033 Ibs LONG DIRECTION: F wind = 3,569 Ibs Sheet SEISMIC (2012 IBC) Ss S1 :Sds 1.25 g 0.50 g' 1.25 g .SITE CLASS "D" SDC = Fp = (0.4 Ap.Sds.Wp/(Rp/Ip)) / (1 + 2ZJI-f) (EQ. 13.3-1) Fp=.' Ap_ 1p_ Rp= Sds •Z/H = Wp = 15823 lbs 9,889 lbs 1.25 Fp.(MAX) _ ' 1.6 Sds.Ip.Wp =. Fp (MIN) _ 0.3 Sds.lp.Wp = CHECK UNIT STABILITY: SHORT:DIRECTION: F(WIND)= M(O.T.):= M(R). _. 0.9 M (R)= 31,646 Ibs'> Fp O.K. 5,934 Ibs: < Fp O.K. (WIND GOVERNS IN SHORT DIRECTIONS). 16,033 lb$ 56115 lbs -ft 69859 lbs -ft 62873 lbs -ft > M (OT.) NO UPLIFT ProjecUSt ed By Sheer No. 4/z .bb No. o '4 - AW --a.f#'/•7_7J y i d¢ � . ,r✓.�.r� 7,c6iAta)/5,1,96,Wce (44004,7" 76:e e4,-6) .s cv 37. r, f ....(,,4Q- /41,-5 ..;ect Sheet 0,1o. www.hilti.us 110111.:1"1 Profis Anchor 2.4.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 1 Boeing 9-120 AHURF56 Attachment 11/4/2013 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, 0, E, or F) Geometry [in.] & Loading [Ib, in.Ib] Kwik Bolt TZ - CS 112 (3 114) het = 3.250 in., Nom = 3.625 in. Carbon Steel ESR -1917 5/1/2013 1 5/1/2015 design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.250 in. Ix x Oct t = 3.000 in. x 3.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) Round bars (AISC); (L x W x T) = 0.375 in. x 0.375 in. x 0.000 in. cracked concrete, 4000, fc' = 4000 psi; h = 6.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no Z 0 X Input data and results must be checked for aoreement with the existino conditions and for otausibility! www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.4.3 Page: 2 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 448 266 0 266 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 448 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load y 1 >x Load Nua [lb] Capacity .N, [Ib] Utilization rod = kat" Status Steel Strength* 448 8029 6 DK Pullout Strength* 448 4041 12 OK Concrete Breakout Strength** 448 1977 23 OK " anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength N. = ESR value Nu" 2 Nua refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) Variables n Ase N [in 2] futa [psi] 1 0.10 106000 Calculations N. [Ib] 10705 Results Nsa [Ib] $steel $ N. [Ib] Nua [Ib] 10705 0.750 8029 448 3.2 Pullout Strength N°" = N°.ssoo 2500 refer to ICC -ES ESR -1917 Npr.4 2 Nua ACI 318-08 Eq. (0-1) Variables fc [Psi] N 2500 [lb] 4600 4915 Calculations fe 2500 -1.265 Results Nort r [lb] $concrete• N. .e [ID] Nua - 6217 0.650 4041 448 Inns II Amin and rah die nu rM ho Man4ad Inr anrmmcnl vilh Ihn nvichrth r.netA:hnne and Inr nim. re.h.IMI -T-7 www.hilti.us Profis Anchor 2.4.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 3 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 3.3 Concrete Breakout Strength ANc Nth_ (At c0) 'Ped.N Wc,N Wcp.N ND NcD z N„a ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANcO = 9 hez r 1 ` Wec.N = \ 1 2 ) 5 1.0 3 het WedN = 0.7 + 0.3 Ca.min 5 1.0 1.5hef f/ = MAX( -le) 5 1,0 i cP.N ND =kcll'hei5 Variables he, [in.] 2.000 ec1,N [in.] 0.000 ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) eaN [in.] Ca,min [in•] f c.N 0.000 3.000 1.000 ca, [in.]' kc fe [ps�1 7.500 17 1 4000 Calculations ANc [in.z] ANco [i n.2] 36.00 36.00 Results NcD [Ib] •concrete Wec1.N Wec2,N Wed,N WAN ND [Ib] 1.000 Nth [Ib] 1.000 Nua [Ib] 3041 0.650 1977 448 1.000 1.000 3041 Inn„f nata arv1 rou dtc m,K t ha rharYarf fnr anrnomam with Ina ariclinn rnrmdinne and for nlar r.eihilitvt www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 4 Shear load 1 1■■4111.T1 Profis Anchor 2.4.3 Page: 4 Project: Boeing 9-120 Sub -Project IPos. No.: AHURF56 Attachment Date: 11/4/2013 Load VUe [Ib] Capaci^ jVn [Ib] Utilization gv = V„440V„ Status Steel Strength* 266 3572 g OK Steel failure (with lever army N/A N/A N/A N/A Pryout Strength** 266 4257 7 OK Concrete edge failure in direction y+'"' 266 993 27 OK * anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value Vee Vua refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-2) Variables n Ase.v [in.2] luta [Psi) 1 0.10 106000 Calculations Vse [Ib] 5495 Results Vs8 [ib] 4steet 4) Vsb [Ib] Vua [lb] 5495 0.650 3572 266 4.2 Pryout Strength Vq - kr LC•�co/1/4led.N 1Pc.N 4tcp.N Nbl • Vcp 2 Vua Apre see ACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1(b) Amo = 9 her 1 tvec.N =(i2+ eN 1 <_ 1.0 3 her lVed.N = 0.7 + 0.3 (Ca.mtn 151.0 1.5he1 wep.N = MAX(C—m„, 1.511.4\ 5 1.0 Cac ' Cac Nb =kcx heir ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (0-6) ACl 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables kcp her [in.] ec1.N [in.] ecz.N [in.] Comb [in.) 2 2.000 0.000 0.000 3.000 - c.N cee [in.] ke a �c [psi] 1.000 7.O0— 17 1 76611 - Calculations Calculations ANc [in.2] ANco [in.2] 11.1ec1.N 111ec2.N tlIed,N jcp.N Nb [Ib] 36.00 36.00 1.000 1.000 1.000 1.000 3041 Results Ve[_lb] 4)eoncrete 4) V„ [lb] V„,, [lb] 6082 0.700 4257 266 www.hilti.us Profis Anchor 2.4.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 5 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 4.3 Concrete edge failure in direction y+ Vco — (Avco) Wed.V Wc.V WO Wparatlel,V VO Vo a Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 ca, 1 Wec.v = 1 + e 5 1.0 3ca, Wady =0.7+0.3(1Ca,/s1.0 1.5ca,a1.0 luny = h 1 oz � Vb = (7 (d) VCia) N � CO a Variables cat [in.] 3.000 Ie [in.] 3.250 ACI 318-08 Eq. (D-21) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) Ca2 [in.] ecv [in.] Ilrc,v ha [in.] 3.000 0.000 1.000 6.000 h da [in.] fc [psi) "pa -allay Calculations Ave tin.2] 1.000 0.500 4000 1.000 Avg (in.2j Wec.V 27.00 Results Vo [Ib] 1419 40.50 4,concrete 0.700 1.000 Wed.v Iyh.V Vb [Ib] 0.900 1.000 2365 4) Vw [Ib] Vua [lb] 993 266 5 Combined tension and shear loads RN Rv Utilization JINN [%] Status 0.227 0.268 5/3 20 OK' +13v<=1 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: CJ611 f : Profis Anchor 2.4.3 Page: 1 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Effective embedment depth: h01= 3.250 in., hnom = 3.625 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2013 15/1/2015 Proof: design method ACI 318 / AC193 Stand-off installation: et, = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: Ix x ly x t = 3.000 in. x 3.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) Profile: Round bars (AISC); (L x W x T) = 0.375 in. x 0.375 in. x 0.000 in. Base material: cracked concrete, 4000. fc' = 4000 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar • Seismic loads (cat. C, D, E, or F) yes (D.3.3.6) Geometry [in.J & Loading [lb, in.lb] z Inn, d data end results must he rherkart tnr anfeemanl with the existinn r[uufitinns and for nfausibiitvl www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: N1L.T1 Profis Anchor 2.4.3. Page: 2 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 110 295 0 295 max. concrete compressive strain: - [%a] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 110 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load 'x Load N. [Ib] Capacity On [lb] Utilization p,,,= Nee/$Nn Status Steel trength" - 110 802 2 OK Pullout Strength* 110 1212 10 OK Concrete Breakout Strength"` 110 593 19 OK " anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength Ns, = ESR value Nsleet a Nua Variables n 1 refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) AseN [in.2] Calculations Nu [Ib] 10705 Results Nsa [Ib] 10705 0.10 $steel 3.2 Pullout Strength Npn.4 = Nvzs°° 2500 0.750 furs [psi) TOMO 4, Nsa [lb] 8029 Nua [Ib] refer to ICC -ES ESR -1917 • Nor, a N„a ACI 318-08 Eq. (D-1) Variables ( [psi] Np,2500 [Ib] 4000 Calculations f: 2500 1.765 Results Nan.f: [Ib) 6217 4915 $convete 4tseismic 110 0.650 0.750 0.400 Innut data and results must be checked for anreemenl with the existino conditions and for olausibililvl • Npn.L [Ib] 1212 Nua (Ib) 110 www.hilti.us Profis Anchor 2.4.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 3 Boeing 9-120 AHURF56 Attachment 11/4/2013 3.3 Concrete Breakout Strength r`/ (A—Teo) eoANc Nth = (A/ Wed.N Wc.N WCP.N ND (I)Nth aNu. A,,k see ACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1(b) Awl) = 9 her 1 Wec.N =(12+ eN 1 s 1.0 3NI/ 1led.N=0.7+0.3(� 5herls1.0 AX WcP.N =MCa—min 1.5herl s 1.0 ( Cac r Cac Nb = 14 ? � Nis Variableslift] lin.] 2.000 ec1,N [in.] ee2A [in.) ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (0-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (0-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Ca.min [in.] • 0.000 cac [in.] kc 0.000 7.500 17 Calculations ANc [in.2] 36.00 Results N. [Ib] 3041 ANco [in.2] 36.00 4)conuete 0.650 Wect.N 1.000 3.000 f� [psi] 4000 yJec2.N 4Neisnic 0.750 1.000 4 nOnducwe 0.400 hn .•1.nn4.A Inr onroonont with the ovietinn Mnr4linnc and fat Ma,,nihibtvf 1.000 %Veci.N 1.000 4, N. [Ib] 593 y1cp.N Nb [lb] 1.000 N. [Ib] 1-16- 3041 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.4.3 Page: 4 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 4 Shear load Steel Strength" Steel failure (with lever arm)* Pryout Strength" Concrete edge failure in direction y+'• • anchor having the highest loading '"anchor group (relevant anchors) Load Vua [lb] 295 N/A 295 295 Capacity 4Va fib] Utilization jtv = Vua/,V, Status 4.1 Steel Strength Vseis = ESR value m Vsteet 2 Vua refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-2) Variables n Ase.v 1 0.10 106000 Calculations Vsa [Ib] 5495 Results V„ [lb] Ssteet 4) V„ [lb] V. [lb] 5495 0.650 3572 295 fula [psi] 4.2 Pryout Strength (A Vcp _ kcp rL\ANco) Wed.N yPc.N Wcp.N ND, 4>VcpzVua ANc see ACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1(b) ANeo = 9 her 1 tIec.N -1 + 2 eN 5 1.0 3 her Wad.N = 0.7 + 0.3 (f"1 -11;:f) 5 1.0 tycp.N MAX���C C� 1.�5hcet� s 1.0 ND = kc A c Nt ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) 3572 9 OK N/A N/A N/A 1277 24 OK 298 99 OK Variables kg, her fin.] ec,.N [in.] ec2.N [in.] Cam [in.] 2 2.000 0.000 0.000 3.000 aN Cee [in.] ke h. fc [Psi] . 0 7.500 17 1 4000 Calculations ANc [in.2] 36.00 Results Vcp fib) 6082 ANco [in.2] 36.00 1lrect.N jec2.N 1.000 1.000 yconuete _s $seismic 4nonductite 0.700 0.750 0.400 yred.N 1.000 t{rcp.N 1.000 d Vcp [Ib] V. [Ib) 1277 295 ND [Ib) 3041 Inn d data and mantis MI ret he rharkarl fnr enreamant with the avictinn re nd hnnC and for ntarr: ihitiNI _/ www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Profis Anchor 2.4.3 Page: 5 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 4.3 Concrete edgeefailure in direction y+ Vcb – \Avco/ Wed,V Wc.V Wn.v Wparaw,d.v Vo Vc, a Vua Avc see ACI 318-08, Part 0.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 c!, f 1 Wec,V=(1+2e�)51.0 3c81 Wed.v = 0.7 + 0.3(4--c2,1) 5 1.0 1.5ca, Z 1.0 Wn.v h a ��- Vb = (7 (de)0.2 a) l yic co Variables ca, [in.) 3.000. Cap [in.] 3.000 ea, [in.] ACt 318-08 Eq. (D-21) ACt 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACt 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (0-29) ACI 318-08 Eq. (D-24) 0.000 A. da [in.] Wc.V 1.000 ff [psi] ha [in.] 3.250 1.000 0.500 Calculations Avc [in.zl Awn [in•z] yreo.v 27.00 40.50 1.000 Results Vcb [Ib] 4 concreteQseismc 1419 0.700 0.750 5 Combined tension and shear loads ON Rv —0185 0.990 `.NV=(ON + 8v)i1.2<=1 4000 WedN 0.900 •nonduco,e 0.400 6.000 Wearadel.v 1.000 Wh.V Vb [Ib] 1.000 2365 Vo PIA Vua [lb] 298 295 Utilization PN.V [%] 98 Status OK www.hilti.us Profis Anchor 2.4.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 6 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The O factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in AC) 318-08 Appendix D, Part D.3.3.4 that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, Part D.3.3.5 requires that the attachment that the anchor is connecting.to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of D.3.3.4 and D.3.3.5, the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "non-structural components" as defined in ASCE 7, Section 13.4.2. An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving 'Wall out -of -plane forces" as defined in ASCE 7, Equation 12.11-1 or Equation 12.14-10. • It is the responsibility of the user when inputting values for brittle reduction factors (0e0„dugite) different than those noted in ACI 318-08, Part D.3.3.6 to determine if they are consistent with the design provisions of ACI 318-08, ASCE 7 and the governing building code. Selection of ,j)need„aile = 1.0 as a means of satisfying ACI 318-08, Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level <= the design strengths calculated per ACI 318-08, Part D.3.3.3. Fastening meets the design criteria! Innut data and results must be checked for aoreement with the existino conditions and for o!ausibility! . �1 APPENDIX :07)711-7 Company 3805 108T" AVE NE Suite 210 BELLEVUE, WA 98004 PHONE 425-828-6636 - FAX 425-828-3982 EMAIL: salesanorbvco.com BOEING 9-120 AOE OFFICE MODERNIZATION SEISMIC CALCULATIONS FOR: MCQUAY SKYLINE OUTDOOR AIR HANDLING UNIT ROOF CURB THYBAR MODEL: TC -3 TAG: A.HRF5 10-25-13R.1 ENGINEER: COFFMAN ENGINEERS Seattle, WA SOLD TO: HOLADAY PARKS Seattle, WA SOLD BY: NORBY COMPANY Bellevue, WA NORBY — HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT ■ THYBAR CORPORATION 913 S. Kay Avenue Addison, IL 60101 800 -666 -CURB (2872) Fax: 630-543-5309 www.thybar.com Member of Seismic 1110 MPH Wind Load Calculations for a McQuay Skyline OAH045GDGC on a Thybar Insulated TC -3 Roofcurb in Tukwila WA 98168 Boeing 9-120 AOE Office Modernization October 10, 2013 October 24, 2013 Revised per Comments This document contains proprietary information from Thybar Corporation. Its contents may not be used for any other project or location other than the project or location for which it was created without the prior written permission of Thybar Corporation. 1/4 10/24/2013 Unit: McQuay Skyline OAH045GDGC Location: Tukwila WA 98168 Curb: Insulated TC -3 Governing Code: IBC2012 SDC: D Design Wind Speed: 110 MPH Boeing 9-120 AOE Office Modernization A 20 inch high Thybar Insulated TC -3 curb of 14 gage galvanized side wall construction will meet the IBC2012 requirements for installing McQuay Skyline OAH045GDGC units in Tukwila WA 98168 when manufactured with stiffeners installed 44 inches max OC and installed according to the attached drawings. The units must be attached to the Thybar curb using restraint brackets. Bracket quantity is determined in the calculations and is summarized as follows: Minimum bracket quantity: 12 The Thybar curb must be attached to the building structure using welds or bolts at the curb base flanges. Flange connection minimum bolt quantity is determined in the calculations and is summarized as follows: Total connection minimum quantity: 24 Summary 1 Load Caks Thybar Corporation ThybarTC3 McQuayOAH TukwilaWA 1802012 2 10/24/2013 General Location Tukwila WA 98188 < ------ { --"'" Applicable Building Code 1802012 Seismic Design Category (SDC) Equip Unit Manufacturer McQuay Unit Model Skyline OAH045GDGC Lelb (in) 476.00 Width in 106.00 ,Weight Height (in) 84.0 (lb) 15.823 248.94 CG., (in) CG,, (in) 63.60 I I ;Thickness Curb I 10.4•F, Curb Type Insulated TC -3 Curb L to in 468.50 Curb Width to 100.50 Curb Height (in) 20 Thickness (ga) 14 44 30.000 Stiffener max OC spacing (in) Fr (psi) E (psi) 30,000,000 (in) 0.0747 u 0.3 1-m 20.0 M 268 b/t 589 kr, 4.0 k. 1.0 F, (psi) 313 Snow Importance. l 1.0 Snow Load, pt(lb) 0 Curb Horizontal Design Load, max(Wnd .7'Seismic) F (Ib) = 10,737 = F, (psi) 12.000 0.6'F, = F, (psi) 18,000 (Exposure ind 'Directionality ;Importance ICTer Wind Load (110mph) Fw (Ib) = 10,73/ Category = Z`-' Rooftop height (ft) _ 50 Velociteressure coefficient Kz = 1.09 Topography factor Kzt = 1.00 factor Kit = 0.9 Wind Speed V = 110 factor by = N/A qz = 30.39 = 1.9 force coeff Cf = 1,31 (FE.s+ la, II`1p Seismic FE = 6,593 FE.. - 21.097 = 3.956 Sos = 0.833 Sm = 0.506 = 2.50 = 1.00 Rp = 8.00 1Ss(i (Site z / h = 1.0 ofg)= 125.00 S, (9k of 9) = 50.00 Site Coefficient F, = 1.00 Coefficient F, = 1.52 Site Soil Classification = U Seismic Upward rrarti (Ib1, F up = 2637 Curb Load ex (in) 10.94 Iey (in) 10.6 ax. 1.138 Distribution Factors ax- 0.862 ay. 0.600 ay- 0.400 R S e u a P c p t o i r o t n s Curb Loads C,,,,. (Ib/in) - 23.1 (lbfuf) 11.66 curb Lorca Shear Wall Factor a, 0.569 Unit shear, v (Ib/n) 60.783 Unit Overturning, Cu (tblin) 10.7 Dimension Unit Uplift, T (m) -2.485 Curb Overturning, Cc (Ib/ut) 72.6 Curb Corner Uplift. Tc (lbriin) .518 Curb Short Shear Watt Factor az I 0.600 Unit shear v (tbfin) 13.750 l Unit Overturning. Cu (tin) 5.382 Dimension Unit Uplift, T (Ib) -5868.173 Curb Overturning, Cc (fin) 3.522 Curb Corner Ualift, Tc (Ib/in) -56.400 Curb Verification' Max Shear (Ibhn) 45.6 Shear L, (psi) ! 610 0.05 < 1.0. OK Max Axial Reaction (Ib1in) 23.1 Axial I. (psi) 309 f,/F, 0.99 < 1.0, OK 2 10/24/2013 Unit To Curb Thybar Corporation ThybarTC3 McQuayOAH TukwilaWA IBC2012 General Location Tukwila WA 98168 Applicable Building Code IBC2012 Unit Model Skyline OAH045GDGC Curb Type Insulated TC -3 Bracket Dimensions Length (in) 16 Max bending arm (in) 2.2 Max torsion arm (in) 0.001 Material thickness (ga) 14 Material thickness (in) 0.0747 Fy (psi) 30,000 Area (int) 1.1952 Screws Screw size/type (#) 10 Quantity of screws 7 Hole size (in) 114 Allowable pullout (lb/screw) 753 Max pullout (lb/bracket) 5,270 Allowable shear (lb/screw) 1206 Max shear (lb/bracket) 8,445 Torsion on Bracket Fv = 0.4 ' Fy (psi) 12,000 Max shear (lb) 357,126 Flexure on Bracket Fb = 0.6 * Fy (psi) Max shear (Ib) 18,000 26,077 Shear on Bracket Attachment Holes `Distance -hole edge to bracket edge Max shear (Ib) Tension on Bracket 0.375' 2,353 FT = 0.4 * Fy (psi) 12,000 TMax (Ib) 12,774 Bracket Capacity 'Allowable Load (Ib) racket Verification 2,3531 Horizontal Design Load (lb) 10,737 10,737 Shear Wall Factor 0.57 0.60 Design Shear (Ib) 6,109 6,442 Unit Design Uplift, Tcjib) -2464.98 0.00 Unit Uplift, T, (Ib) -1,402 0 R = (V2 + T22)112 6,268 6,442 # per side 2.66 2.74 Clip Safety Factor 2 Total Clips Required 12 3 10/24/2013 Thybar Corporation 10/24/2013 ThybarTC3 McQuayOAH TukwilaWA IBC2012 General Location Tukwila WA 98168 Applicable Building Code IBC2012 Unit Model Skyline OAH045GDGC Curb Type Insulated TC -3 Material Properties Fy (psi) 30,000 Material Allowable Stress, Fa (psi) 12,000 Base Attachment Dimensions Hole Size (in) 0.625 Number of Holes per attachment 1 Material thickness laa) 14 Material thickness (in) 0.1494 Cut out area (in2) 0.307 Base flange width (in) 2.0 Edge distance (in) 11116 Base shear area (in2) 0.10 Base Attachment Forces Base Attachment Holes 4 Length Width Horizontal Design Load (Ib) 10736.81 10736:81 Length (in) 468.50 100.50 Shear (Ib) 6,109 6,442 Unit Uplift, T, (Ib) -1,402 0 R = (V2 + T22)112 6,268 6,442 Base Attachment Holes 4 Length Width Base Attachment Stresses - fa (psi) 5,085 5,227 Base Safety Factor 2 2 fa / Fa 0.85 0.87 Base Attachment Minimum Quantity 12 12 Minimum Base Attachments - Perimeter Distributed 24 Approximate Hole Perimeter OC Spacing (in 46 _ Base Attachment Holes 4 ThyCurb ❑by the fabricating division of Thybar Corporation SEISMIC/WIND LOAD INSULATED CURB D INSTALLATION OPTIONS Concrete Slab Mounting The equipment support should be anchored to concrete as follows: * Anchor system must comply with applicable building code (Local building code, International Building Code, Uniform Building Code, etc.). * Anchor to be Hilti Kwik Bolt TZ, Simpson Strong—Tie or equivalent. * Anchors are to be placed in every hole provided in the base plate of the curb. * Anchors are to pass through the base plate & be embedded into the concrete. * Follow anchor manufacturers instructions for drilling holes, installation anchor and tightening nut. ANCHOR WITH NUT & WASHER (" DIAMETER MINIMUM, EMBEDMENT DEPTH AND EDGE DISTANCE AS REQUIRED BY FIELD CONDITIONS AND HARDWARE SELECTION.) CONCRETE THYBAR CURB SECTION Figure 1-1 ThyCurb ❑by the fabricating division of Thybar Corporation SEISMIC/WINDLOAD RESTRAINT ATTACHMENT BRACKETS FOR INSULATED CURBS McQUAY OAN UNITS Tukwila WA INSTALLATION INSTRUCTIONS: LOCATE BRACKETS ON CURB IN APPROXIMATE LOCATIONS SHOWN BELOW WHILE AVOIDING INTERFERENCES (UNIT LIFTING LUGS, CONDENSATE DRAIN LINES, ETC.) GASKET TOP PERIMETER OF CURB BEFORE SETTING UNIT. CONTRACTOR TO PROVIDE AND INSTALL CAULK. 1 APPROXIMATE CENTER DISTANCE NOTE: SEISMIC RESTRAINTS MUST BE FIELD INSTALLED TO ROOF CURB BEFORE SETTING UNIT. McOUAY THYCURB MODEL SEISMIC RESTRAINTS OTY /UNIT APPROX. O.C. SPACING OAH045GDGC MOC—SR—OAH-3 12 81" / 39" RESTRAINT DETAIL MATERIAL: 14 GA. GALVANIZED STEEL CONSTRUCTION. HARDWARE: (14) #10x1" TEK SCREWS PER RESTRAINT. CAUTION: UNIT BASE RAILS CONTAINING ELECTRICAL & CONTROL WIRING SHOULD NOT BE PENETRATED WITH TEK SCREWS. SEISMIC/WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPLICATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC/WINDLOAD RATED ASSEMBLY. TC3 041 Ern PLH•=111=L1 ELI! '717DE717 ,71=EM.7 nnnnL2 HITT. • —1-117-1' ir-11 If 1.11 t11 11-11 'Ili 1111 if 1 FiltH 7771 L_...;•,_ Lli. il ,- I . .. .., ; . .1-11,, i, ._ -.' f 111( il .. ... •.' ,.11_.„' .i . .... ,. .f. 11 ff ,,, . ._ .•., .. II '. . ,,,.ff If ' r , , --, - Ll d . • I'LJHLII. ; ; (L1Li L'i_f___Lif_ILLL_... , ;; i_ii_JLiLiL:. LI_ , _LH( _.1' ' r '' 1LiLIL, _1 :- ,11LI_JLILII -1" Li f 1--1F--1 ;; 1'1r -h. ,, . 1 I' li .4„, . II ,l_fif,i ..,,,, ,, _ Ii 11ii .,,i ..,,,.,j,, ;11. i!'l 1111). f:I. ,1'; .j..,:. _"1" 'i II ilf, .',>. .: i.,..., J1',, .,'._1111.1,ff , .. , .._ ;,'If --;i-111 I--,i'11:-r.--,-: ---i,,iiL -',..,,,,=• 1, f. ff ' • :, .i ( ' , . , ,, 11 „ ., • . ; .: , fr-Irlf--1, ,f Fir., ,' '' ,,. I--117, ,1 ., r.1 Hr." ; r -F, ,1 II I 'I ra•-• 1/ It It I r • I 11 pp. .. I. 1 1 . r--- ----, , , .. , • • . . • • • , • II I' ',' '; II 1 II .1 !', .., '• ' II II II II II :. I'. ,, •• I i., I . I II i! ;1 It It I; ;; '... .. :i I'. il •I ''.; ' I: 'I II i; ; .. Ii ;; ' i'I I( I i i J ; •, . • I; ; / / , •; ;', , .; ...„ i PP PP 11 / 11 .. 1 P .1 1 il t il It. I ; 1 " I 1; { : _ 1 ;1 r_--,-- t•---- -;:.-:._-- ---'' ir-1 - Li - 1 ---1;=----;'; , • ... _ _ - ,..,:- ,..; 1 .11 41 4. I it I.. I -1111111 -1,J111 -i ,..„..----..1.-..i r-11 1) . 7-71 ir-ii :1 -J -,, --. „. 111= I THE VNICI GROUP' , 1r 1 ir '„. ; •• ' '1 :1 •1 .i •1 li „ 1 1L1 1. - . Aeroflex international Isolators Amber/Booth Korfund Dynamics tAbration Mountings& Controls 1 — P - -----11----1-1' --7.--: '--- - :- . :: • --•: -,•;•=1,,-; •r -Lr inn 7-1 BOEING 9-120 1 i i'L , PROJECT: 1 ' ; .: ., ;, ff , IL _ . .1:1 REF, Air Control Inc 1 _:.__ . _,; ARCHITECT: ----_.,--- .-L. --- - ir 1 ENGINEER: ---- : 1 . HOLADAY-PARKS r ' ,•• •• • L__, CUSTOMER. ,_ -7 /11 1ir 11 'IL L I 1 COMMENTS: Transmittal #1 P.O. NuiviBER. AB114-2-DP 7,71-T1F-IL =H;4=•••••', - I •I ,. .. : 1 '. •• . f i . _ RECEIVED r .- F---1--11.1 CITY OF TUKWILA II % . • i: - ' JUN 3 0 2014 : - •,; E • ' . , r, . =•,..• --,;,- ,- - ..;•,-,,,,--..-,-,.. -,!--;:,-,:: „ --::, -;; : , •.--],_J,___HI___-_____J .-:• 4, 4.• i •! :, -; •• .._ 11 11 I J . 11 It •• •; •• •• PERMIT CENTER i . • `I I S/O NO 101341 k• If . 1 • 1 .. LF'_. _,_, ir„ DATE1/30/2014 VMA NO VMAB-8344 '( II li — , ,, 1 11 . . • ,, :, „: , - • .: 1 II ,1 : ,, - -, ::: ' 11 11 ' ' I' 11 •..., • . •, • •. •, it '; , , ,! ' li II 1 :: it . ' 1 11 II , i, If :, .. ., . .. . If I,_ I; ... . ',' II ,, - ' ' ,, II 4 ' If ' , : , '1 " 11 EEL..-1±±iLib.-__I---- - - 'LULL:: ,_'ILILI ' HUH ' ' - ''', ...__IL . . L'::_li. i., -` '"--"' 1 C___l.'_ 10L7 L-7---. 'FILID '-'1_,LICI ' '1---'! M 4._:; EL'- 1-17-"E ' r : :: 11 iL :, •, _•• , :, ir T:- . ,. „,- lr Jr -:--, ,' ,..--.- -„:: ,:,, It ,,, ,,,..,:, ,..-.. L.:,; ,.:,, IF i, ,,,H _i -_,,,, i, ii J.. , , ,,, ,TI[ I', 17, " - 'Ir.-- 17--,--- , , _ • !. 1 ;1, , ii •i !. 4 li It !, •, i li 11 1 ,•. il 1 ' II 1 II I I II I . II . I 11 ;I I II PP 1I 1.1 t II II PI . Pt I: II 1: '.1 IP . IP 11 it 1t . Pr PI II " . ' PI It :1 Pt t tt •, LI II '1 ' 1 PP l' • ' I 1P1 '- ' 'I Ii 1 ' 1 tI - II ' II • .t Il '11 1' 1 I II II P I' II 1 . P . It I PI J: 7 • II I II 11 1 :. 1I il If 1" 1'(' 'I II ,", Ii iI I, , " 1 ,1 ,f II L L_11_1" - - II 1 ',' 11 - " • I. IL IL ' "Li 1[ ''' --', . -- : ' _1 . . . . i LJ, . ' . .' EL L -=..i ' j L : rir ", ". in , • ,• i , ,. . 1 I :', ' ' ;' il ';`. ' . ;,` 11. ' :! ' :! 11 !' ' ii l'• .11, .i. .. :. I 1 '!. ' ' 11 /1 11 lk . /. 11 • 1. 11 ff .1.. •• " 11 •, 11 _L 11 ill EiLlieadquarters: 113 tr'eet, Rocici niintle, NJ 07401L•J Tel: 9 3-83113-1780 • 18(.,9;',.3492-8-430ALLi Pt REV. DESCRIPTION SOURCE of CHANGE DATE 0 Initial Submittal 1/30/14 SEISMIC RESTS AINT SUB ITT L CUSTOMER: HOLADAY-PARKS COM JOB: BOEING 9-120 P.O. No: --- The following report has been performed for compliance with the applicable building codes and job specifications. Applicable Building Code: IBC -2012 Applicable Job Specification: 230548-1 Including Drawings: Douglas J Thomas,P.E. Washington License Number 50814 The VMC Group 11930 Brittmoore Park Drive Houston, TX 77041 NCI THE VMC GROUP The Power of Together CAGE CODE 4U931 ISIZE IDWG NO VMAB-8344 REV 0 THE VMC GROUP Aeroflex International Isolators I Amber/Booth I Korfund Dynamics I Vibration Mountincs & Controls PROJECT Boeing 9-120 JOB / DWG NUMBER VMAB-8344 REV. NO. 0 PAGE NO. 3 of 14 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/2014 CHECKED DATE Sec II. Table of Contents: Description Stamp Cover Table of Contents Errors and Omissions Certificate Table 1: Schedule Page 2 3 4 5 III. Summary of Critical Assumptions and Directive Statements 6 'IV. Purpose 6 V. Scope 6 VI. Strategy and Assumptions 7 VII. Allowable Loads 7 VIII. Seismic and/or Wind Input Loads 8 IX. Analysis Methodology 9 X. Tags: i. Ductwork 10 XI. Anchorage/Bolting Calculations 11 XII. Cable Restraint and Bracket Schedule 12-13 XII. Drawings HVAC Drawing VMCGROU-02 BASU AGORU° �� CERTIFICATE OF LIABILITY INSURANCE DATE {MM/DDIYYYI� 7/1/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED, the poilcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms end conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER (212) 488-0200 Frenkel & Company 350 Hudson Street, 4th Floor New York, NY 10014 NA 1EcT Gregory Downs (A/CNNo Ext):201-793-401 O FAX No): 201-356-0052 E-MAIL ADDRESS: Gdowns@frenkel.com INSURER(S) AFFORDING COVERAGE NAIC // INSURER A:LIOyd's of London 112200 INSURED Amber/Booth, A VMC Group Company 11930 Brittmoore Park Drive Houston, TX 77252- INSURER B: INSURER C: INSURER D : 3 $ INSURER E : $ INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'LTR TYPE OF INSURANCE INSR SUBR WVD POLICY NUMBER (MMIDDNYYFY) (MM/DD WYY) LIMITS GENERAL LIABIUTY COMMERCIAL GENERAL LIABIUTY EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) 3 $ MED EXP (Any ole person) $ CLAIMS -MADE OCCUR PERSONAL .$ ADV INJURY $ GENERAL. AGGREGATE 3 FRCOLICTF - COMPXW AOC, $ GENT AGGREGATE LIMIT APPLIES —1 POLICY F R CT PER: -I LOC $ AUTOMOBILE — — — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED AUTOS NON-OWNECPRCPERTY AUTOS COMBINED SINGLE UMIT iEa accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) DAMAGE JPER ACCIDENT) $ $ 3 UMBRELLA LIAR EXCESSUAB_ DEC I-7 RETENTICN E OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE 3 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED' {Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS be'ma Y / N N/A WCf STATU- TS IFR E.L.E.ACHACCIDENT $ E.L. DISEASE - EA EMPLOYEE 3 E.L. DISEASE - POLICY LIMIT $ A A Manufacturers Engineering Design Errors & Omissions PVMC00112 PVMC00112 7/1(2013 7/1/2013 7/1/2014 7/1/2014 Occurrence Limit 3,000,000 Dedectibie 50,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION Evidence of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ALIT ROWED REPRESENTATIVE Table 1: Schedule 3 # Page # Tag Qty. Mfr. Model >P z/h Attachment Method Equipment Weight (#) Isolation System Seismic Restraint Attachment System Qty. Per Tag Model Qty. Per Tag Model Qty. Per Tag Method 1 10 HVAC Ductwork) - - 1.0 1.0 Suspended (Concrete) Varies - - 26 LRC -18-B10 SB -125 52 Anchor: Hiltz TZ -CS Dia.: 1/2" Embed.: _ Edge: - Conc.: - 2 - - - - - - - - - - - - - - Anchor: - Dia.: - Embed.: _ Edge: - Conc.: - 3 - - - - - - - - - - - - - - Anchor: - Dia.: - Embed.: _ Edge: - Conc.: - 4 - - - - - - - - - - - - - - Anchor: - Dia.: - Embed.: _ Edge: - Conc.: - 5 - - - - - - - - - - - - - - - Anchor: - Dia.: - Embed.: _ Edge: - Conc.: - JOB: Boeing 9-120 S.O. No.: 101341 CUSTOMER. HOLADAY-PARKS ba The VMC Group Bloomingdale, NJ 07403 Houston, TX 77041 THE VMC GROUP The Power of Together " By SDH Date 1/30/14 Checked DT Date 1/30/2014 Dwg. No. VMAB-8344 Page 5 OF 14 tev By Description Date THE VMC GROUP Aeroflex International Isolators I Amber/Booth I Korfuid Dynamics1 Vibration Mountincs & Controls PROJECT Boeing 9-120 JOB I DWG NUMBER VMAB-8344 REV. NO. 0 PAGE NO. 6 of 14 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/2014 CHECKED DATE III. SUMMARY OF CRITICAL ASSUMPTIONS AND DIRECTIVE STATEMENTS: 1. This analysis does not certify that the concrete housekeeping pads, building structure, isolated or restrained equipment, or any other attached equipment, such as piping or ductwork, is capable of handling the applied seismic loads. Any non -VMC Group mounting supports, brackets, or other means of attachment must be independently certified. This calculation only certifies the seismic restraint capability of the VMC Group supplied mounting equipment and the attachment of the equipment. 2. Weight and dimensional data was provided by the customer. Information not provided for in the job specification must be verified by the building engineer. The values used in this analysis should be verified. If they vary, disregard these recommendations and notify The VMC Group of the changes. 3. All accessory attachments (pipe, conduit, etc.) to the equipment shall be attached in a manner that allows relative motion (flex, swing joint/elbow, etc.) to prevent failure due to differential movement between the equipment and attached accessory caused by seismic loading on the system. 4. Unless noted on the drawings, all drawings in this report are considered not to scale. 5. All housekeeping pads must be properly dowelled and reinforced by others to carry the seismic loads. 6. When several pieces of equipment are installed identically, the most critical one is analyzed. 7. When installing concrete expansion anchors, the anchors shall be torqued to manufacturer recommended settings to ensure maximum holding capacity in the concrete. Observe concrete edge distance and anchor spacing limitations as expressed by the anchor manufacturer or ICC -ES rating publication. For anchors installed in the underside of the slab, embedment depth must be at least one half of the slab thickness to ensure the anchor is embedded in the compression zone of the slab. 8. If isolators are supplied by The VMC Group it has been assumed that the structure supporting the isolators has a stiffness ten (10) times that of the isolator or three (3) times the natural frequency of the isolators. The equipment itself and any steel structure between the equipment and the isolators are considered rigid for calculation purposes. IV. PURPOSE: This report is submitted to HOLADAY-PARKS for the Boeing 9-120 project to verify that the seismic/wind restraints provided and/or recommended by The VMC Group will safely accept loads applied from seismic forces and normal operating loads. For equipment isolated by The VMC Group, this report verifies adequate isolation per the job specification. V. SCOPE: This report covers only seismic/wind restraints, isolators, and engineering recommendations provided by The VMC Group for use as listed in Table I. This report does not cover equipment supplied by other vendors. The structural design professional must verify the adequacy of the superstructure or substructure to which The VMC Group components or specified hardware are attached. The structure must withstand the seismic loads applied at restraint locations. The following report has been performed for compliance with. the applicable building codes and job specification 230548-1. If there are any specifications or information that supersede the assumptions made herein, this analysis may be invalid, and The VMC Group must be notified for review of changes. THE VMC GROUP Aeroflex International Isolators (i Amber/Booth Q Korfuid Dynamics Vibration Mountincs & Controls PROJECT Boeing 9-120 JOB / DWG NUMBER VMAB-8344 REV. NO. 0 PAGE NO. 7 of 14 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/2014 CHECKED DATE VI. STRATEGY AND ASSUMPTIONS: For the purposes of this analysis, it must be assumed that the building and its internal structure have been designed to perform as required by the adopted building code in response to an earthquake and remain intact and functioning after such an event. Per code the equipment must be restrained and not break away from its supports during an earthquake. The forces acting on a piece of equipment are the vertical and lateral forces resulting from the earthquake, the force of gravity, and the forces at the restraints that hold the equipment in place. The analysis assumes that the equipment does not move beyond the restraints during the earthquake. The acceleration at its center of gravity generate forces that must be balanced by reactions at the restraints. The code allows equipment to be analyzed as though it were a rigid component; however, factors (ap, Rp) are applied within the computation to address flexibility issues for particular equipment types or flexible mounting arrangements. Given the above, the problem can be reduced to a static analysis. The forces acting on the restraints include both shear and tensile components. The application direction of the lateral seismic acceleration can vary and is unknown. Depending on its direction, it is likely that not all of the restraints will be affected or share the load equally. This report will determine the worst case combination of forces at all restraint points for any possible direction that the acceleration can follow to ensure that the restraints are adequate. It is assumed that the equipment is designed to be strong enough to transfer the load from its center of gravity to the restraint connection points without failure. Under some instances (particularly those relating to life support issues in hospital settings) code requirements indicate that critical equipment must be seismically qualified to ensure its continued operation after a seismic event. Special care must be taken in these situations to ensure that the equipment has been certified to meet the maximum anticipated seismic load. VII. ALLOWABLE LOADS: Unless otherwise specified, allowable bolt loads are per the Manual of Steel Construction - AISC 13th Edition. All concrete is assumed to be 3000 psi. For The VMC Group products: Ratings are per test and/or analysis. For Concrete Anchors: Ratings are per ICC ESR reports or Hilti Profis THE VMC GROUP Aeroflex International Isolators Ji Amber/Booth Q Korfund Dynamics Vibration Mountincs & Controls PROJECT Boeing 9-120 JOB 1 DWG NUMBER VMAB-8344 REV. NO. 0 PAGE NO. 8 of 14 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/2014 CHECKED DATE VIII. SEISMIC INPUT FORCES These calculations certify that the VMC components and specified hardware, when properly ingtalled, are capable of safely supporting a maximum seismic load based upon the LRFD/ASD load combinations from the building code or ASCE-7: LRFD ASD 1.2D(+/-) 1.0E 0.9D(+/-) 1.0E Where: 1.0D(+/-) 0.7E 0.6D(+/-) 0.7E E= pQE(+/-)0.2SpsD p= Reliability factor: taken as 1.0 for mechanical and electrical components QE = horizontal seismic force Fp SDS= Design spectral responce D= Dead load (0.2SDSD is taken in the vertical direction) Final Seismic Loading Conditions: 1: Vertical Load (Pz) = (1.2 + 0.2*Sds or 1.0 + 0.2*Sds) Horizontal Load (Px) = Fp 2: Vertical Load (Pz) = (0.9 - 0.2*$ds or 0.6 - 0.2*Sds) Horizontal Load (Px) = Fp Horizontal Seismic Force per ASCE7: Fp = 0.4*ap*SDs*(1+2(z/h)rWp (Rp/Ip) Where: ap = The attachment amplification factor SDS = Design Spectral Response Acc. at short period SMS = Max Earthquake Spectral Response Acc. for Short Period Fa = Site Coefficient (Use "D" if unknown) Ss = Mapped Spectral Acc. for Short Period z = Height of the equipment attachment to structure. h = Average Roof Height Rp = Component Response Modification factor Ip = Component Importance factor Wp = The operating weight of the system THE VMC GROUP Aeroflex International Isolators Amber/Booth I Korfuld Dynamics i Vibration Mountincs & Controls PROJECT Boeing 9-120 JOB / DWG NUMBER VMAB-8344 REV. NO. 0 PAGE NO. 9 of 14 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/2014 CHECKED DATE IX. ANALYSIS METHODOLOGY These calculations follow a similar procedure as set out in ASHRAE Applications Chapter 55. Moments are taken about the center of restraints to create a free -body diagram of the restrained equipment, which is assumed to be rigid. This yields the maximum reaction loads. The calculation spreadsheet that follows uses these dimensions shown here. Pz End Elevation Y=0 hcg Restraint locations Center of restralnts-N Ph Ycr j, Xcg x=o Planview A n Q{5—Phx—► Pz A Xcg Side Elevation THE VMC GROUP Aeroflea International Isolators Amber/Booth I Korfund Dynamics Vibration Mountings & Controls PROJECT Boeing 9-120 JOB / DWG NUMBER VMAB-8344 REV. NO. 0 PAGE NO. 10 of 14 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/2014 CHECKED DATE X Suspended Ductwork with Cable Restraints Ss = zlh = Site Class 1.38 1.0 E ap = Rp = Ip = 2.5 6 1 T From the tables: Fa = 090 SDS = 0.825 Use Group Calculated Seismic Design Category D Product L Tension in Cable, T = Fp/Cos(Op) Design Strength of Cable = Ft IRFD 0 ASU ' Q AC -156` FpANp Mn. limit Actual Max. limit 0248 g's 0.413 g's 1.32 g's op horn g's vert g's 45° 0.413 0.735 1.365 Load Combination 1 Load Combination 2 Calculation for- redetermined spacing; Enter the Transverse and Longitudinal Spacing DL 12 0.9 1 Reaction Calculation and Cable Selection Tags Ductwork Size Unit Wleight Trans Spacing Long Spacing Wpt WpI FpI T Cable IGt Ft T/R (<1.0) HVAC 84)26 495 #/(t 33 ft 33 ft 1634 # 1634 # 674 # 953# White 1100 # 0.87 HVAC 82)Q6 482 #Ift 31 ft 31 ft 1494# 1494# 616 # 872 # White 1100 # 0.79 HVAC 60X18 249 #/ft 30 ft 60 ft 746# 1491# 615 # 870 # White 1100 # 0.79 HVAC 54X16 20.5 #/ft 30 ft 60 ft 615 # 1230# 507 # 718 # White 1100 # 0.65 HVAC 42x16 171 #/ft 40 ft 80 ft 684# 1368# 564 # 798 # White 1100 # 0.73 Concrete Angle Bracket Anchor Bolts / (by others) Building Structure Shackle VMC Type RSH Vibration Hangers U -bolts Thimble Lower Angle Bracket THE VMC GROUP Aeroflex International Isolators Amber/Booth Q Korfund Dynamics Vibation Mountings & :ontrds PROJECT Boeing 9-120 JOB / DWG NUMBER VMAB-8344 -REV. NO. 0 PAGE NO. 11 of 14 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/2014 CHECKED DATE Attachment of SB -125 With 1/8" Cable Into concrete: Tag: 84x26 82x26 60x16 54x16 42x16 Pt (LRFD): 953# 872# 870# 718# 798# l , y 1.5" y I 1 y 2.5".. ,v This installation is acceptable with those anchors, with an interaction < 1.0 SB -125-01 9/16" Hole Anchor Hilti TZ Hilti TZ HY-150 A-307 Diameter 1/2" 1/2" 1/2" 1/2" Embedment 2" 3.25" 2.75" Bolted to Steel Slab Depth 4" 6" 4" Max Tension Loads (LRFD) Anchor Allowable 1220 2010 1740 4950 Max Actual Load 953 953 953 953 Interaction 0.78 0.47 0.55 0.19 This installation is acceptable with those anchors, with an interaction < 1.0 ISOLATOR -- WHERE WHERE REO'D ROD STIFFENER - WHERE REO'D T PREASSEMBLED STAKE EYE END F, '45°(1 ) SIDE VIEW — CONNECTION TO STRUCTURE (2) MAX (1" SLACK (PULL HAND TIGHT. DO NOT TRANSMIT DEAD LOAD) PRESTRETCHED, COLOR CODED, CERTIFIED BREAK STRENGTH CABLE. TWO CABLES PER LRC RESTRAINT PKG. ZINC PLATED / COPPER OVAL SLEEVE (FIELD SWAGED) BRACKET CONNECTION TO BRACED COMPONENT (3) LISTED CABLE RESTRAINT SCHEDULE TOTAL PKG. O (4) DRAWING NOS.ATTACHMENT RESTRAINT DESIGNATION LENGTH FT. (4) COLOR CODE CABLE SIZE (IN.) STAKE EYE SIZE STRUCTURAL LEVEL�1 MAXIMUM Ft (LBS.?) LRC -12-B27 RED 3/32 1/4 A 174 B 300 LRC -12-B03 RED 3/32 3/8 C 445 D 600 LRC -18-B10 WHITE • 1/8 1/2 E 848 * HVAC Drawing 7 F 1100 LRC -36-B32 BLUE 3/16 1/2 G 2080 H 2667 (1) ANGLE MAY VARY FROM 35° TO 60° IN ANY SINGLE PLANE. IF THE ANGLE VARIES IN TWO PLANES. THE CUMULATIVE VARIANCE MUST BE -10° TO +15°. (2) Ft IS THE MAXIMUM ALLOWABLE SEISMIC TENSION LOAD PER CABLE. ALLOWABLE LOAD IS THE LOWER OF EITHER THE FASTENER TO STRUCTURE OR CABLE. LOADS BASED ON PRESTRETCHED SEISMIC CABLE/STAKE EYE ASSEMBLY WITH UNDERWRITERS LABORATORIES LISTED CERTIFIED BREAK STRENGTH. CABLE IS COLOR CODED FOR EASY FIELD VERIFICATION. LRC RESTRAINT PACKAGE MANUFACTURED FOR AMBER/BOOTH BY LOOS & CO. INC. (3) CONNECT TO BRACED COMPONENT WITH APPROPRIATE SIZE BRACKET. BRACKET NOT INCLUDED IN LRC RESTRAINT PACKAGE. (4) RESTRAINT LENGTHS AVAILABLE IN 1, 4, 7, 10, AND 13 FOOT FINISHED LENGTHS. THERE ARE TWO CABLES PER LRC RESTRAINT PACKAGE WITH ENOUGH CABLE PROVIDED TO MAKE LOOPS AT BRACKETS. (5) RESTRAINT SELECTION AND LAYOUT MUST BE APPROVED BY AMBER/BOOTH SEISMIC DESIGN PROFESSIONAL FOR EACH PROJECT. CAPABILITY OF STRUCTURAL ELEMENT TO WITHSTAND MAXIMUM Ft MUST BE APPROVED BY STRUCTURAL DESIGN PROFESSIONAL FOR EACH PROJECT. * 266ft of Spooled White Cable NO. REVISION BY DATE LRC SEISMIC RESTRAINT CABLE SUMMARY JOB: Boeing 9-120 LOC: Seattle,Wa 98108 CONTR: HOLADAY-PARKS THE VMG OROUP Ae:o`ex r..er'atondl ,oI.trss Amir,,_[-, tortuM Dynamos Vry.Thon Votrnl i THE VMC Eif2OUP Aeroflex International Isolators I Amber/Booth I Korfund Dynamics f Vibration Mountings & Controls PROJECT Boeing 9-120 JOB / S.O. NUMBER VMAB-8344 REV. NO. PAGE NO. 13 CUSTOMER HOLADAY-PARKS BY DATE SDH 1/30/14 CHECKED DATE SUMMARY AND COUNT SHEET (1) EACH KIT CONSISTS OF (2) SLOTTED SB -125 BRACKETS, (2) REGULAR SB -125 BRACKETS WITH HARDWARE. 7 X 19 CABLE PER KIT IS SUPPLIED ON A SPOOL (SOLD SEPARATELY) &'ABLE RESTRAINT SCHEDULE MVV)) REF. DRAWINGS QTY. cl) VMC BRACKET MODEL NUMBER CABLE DIA. (IN.) MIN. DIA. ANCHOR BOLT (IN.) MIN. ANCHOR EMBEDMENT (IN.) MAX LOAD (LBS.) HVAC Drawing 26 SB -125-02 1/8. N/A 667 - - SB -250-01 1/4 N/A 2330 (1) EACH KIT CONSISTS OF (2) SLOTTED SB -125 BRACKETS, (2) REGULAR SB -125 BRACKETS WITH HARDWARE. 7 X 19 CABLE PER KIT IS SUPPLIED ON A SPOOL (SOLD SEPARATELY) SUBMITTED BY &,Z1 THE VMC GROUP Aeroflex International Isolators f AmberlBooth f Korfund Dynamics I Vibration Mountings & Controls NNNNNNNNNNNNNNNN11111111NNNN111111MIMN IIIMIM INMENiNiIMIIIlMIIIiNirtIIIINl•NN111111111I ■■111 1111■■111•11l11111111111111111i1i11111/1111.1111111111111111111.1111111111111111 ilk. 115 lui ta[..,_,,,,,,,,,i�i��_�wrs�:�om��gfit..�n��a�_�_ NAM flare.l MA 4113:1811120 1011 NE UD ORFER ENGINEERS INC. TEST, ADJUST & BALANCE BALANCE REPORT Boeing Building 9-101 ADC -3 Seattle, Washington 2014-205 Project Completion Date: 05/29/14 Revision Date: Revision Number: WIWAM C. NEUDORFER CERTIFICATION 2465 Exp. 3131/15 5516 1st Ave S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 2501 SE Columbia Way, Ste. Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 RECEIVED GOY OF TUKWILA JUN 3 0 2014 PERMIT CENTER MI?I 0103 Neudorfer q i its. Inc. Consulting Engineers Saatiie Portland I www, No utisrtcrEctgin -r3 .carn PROJECT LOCATION Boeing Building 9-101 / ADC -3 Seattle, WA TABLE OF CONTENTS Cover Report Title 3 Certification 4 Warranty 5 Terms & Abbreviations 6-7 Executive Summary 8 Supply Air 9-10 TAB Drawings 11-13 Instrument Calibration 14 2 Neudorfer Engineers. Inc. Consulting Eng(noors Soa1tics Porlinnd Report Title CERTIFIED TEST: BALANCE REPORT Project: Boeing Building 9-101 ADC -3 Seattle, Washington NEI Job#: 2014-205 Engineer: Sazan group Contractor: Holaday Parks TAB Firm: Neudorfer Engineers Inc 5516 1st Avenue South Seattle, WA 98108 Test Engineer: Casey Riggle Architect: -- 5516 1st Ave S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 3 WILLIAM C. NEUDORFER CERTIFICATION 2465 Exp.as1ns 2501 SE Columbia Way, Ste. #230 Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland CERTIFICATION Boeing Building 9-101 The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems. Any variances from design quantities, which exceed NEBB tolerances, are noted in the Test -Adjust -Balance Report Project Summary. Significant / Noteworthy Remarks are noted on the General Remarks and General Field Notes pages. Other remarks are noted on individual test sheets. Noted deficiencies are not Neudorfer Engineers responsibility to repair. Prior to issuance of this report, Deficiency Reports are forwarded to our contracted agent. Warranty is limited to one year from date of this report. Within that time, any discrepancies, ambiguities, or omissions found in this report will be retested, adjusted, or balanced as needed. A written notification will be required. Submitted and Certified by: NEBB TAB Firm: Neudorfer Engineers Inc Certification No: 2465 Expiration Date: March 31, 2015 Certification Date: May 29, 2014 (Date completed) Signed and Sealed by: NEBB Supervisor: William C. Neudorfer 4 Neudorfer Engineers. Inc. Consulting Enyinears Seattle Portland Warranty Project: Boeing Building 9-101 Warranty of Services: Neudorfer Engineers, Inc. warrants 'that the air & hydronic balancing, evaluated during this performance evaluation are operating at the specified levels as documented within this report. At and only this time, and makes no other warranties, stated or implied, concerning the continued performance, operation or safety in the use of this equipment past this time. Neudorfer Engineers warrants the air and hydronic balancing for 1 year from the date of substantial completion. Neudorfer Engineers reserves the right to correct errors or omissions in the collections of data. Warranty Procedures: For all warranty items, Neudorfer Engineers requires written request. The written request should be specific on the areas of concern, such rooms, or equipment, and the type of issue the occupants are having. Once written notification is received Neudorfer Engineers will schedule a Technician. It is recommended that and Owner or NE Representative be on site at that time. Voided Warranty and Additional Charges: If a complaint issue is due to a mechanical equipment failure, control or maintenance related, the return trip maybe subject to a service charge, not covered under warranty. Neudorfer Engineers reserves the right to resolve any TAB issue. If a third party or competing Test & Balance/ Commissioning firm test or adjust any equipment, all project warranty is voided. (This is typical standard for the Mechanical industry, as Manufacture, Mechanical and Control Contractor voids all warranty when a competing firm test or manipulates their systems.) Any return trip to the job site are subject to a service charge and a purchase order will be required before returning to the job site. Document Archiving An electric file of all test documents will be kept on file until the end of the Warranty period. During that time and electronic copy of the test data will be provided a no charge. Any additional hard / bound copies requested will be subject to a fee. 5 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Terms and Abbreviations Project: Boeing Building 9-101 AC or ACU Air Conditioner or Air Conditioning Unit Act. Actual ACCU Air Cooled Condensing Unit Address Equipment designation number given on the Control Program AH or AHU Air Handler or Air Handling Unit Amps Amperage AP Access Point APP. Arr AVG BHP BTU BTUH CAV CBV CC CD CFLA CFM CH CHWS CHWR Coeff. CP CR CRAC CRU CT CU CUH CWS CWR DAT DB DD DDC Delta Application Arrangement Average Brake Horsepower British Thermal Units British Thermal Units per Hour Constant Air Volume Calbirated Balancing Valve (Circuit Setter) Cooling Coil Ceiling Diffuser Correct Full Load Amperage Cubic Feet per Minute Chiller Chilled Water Supply Chilled Water Return Coefficient Circulating Pump Ceiling Register Computer Room Air Conditioner Computer Room Unit Cooling Tower Condenser Unit Cabinet Unit Heater Condenser Water Supply Condenser Water Return Discharge Air Temperature Dry Bulb Direct Drive Direct Digital Controls: EMS Control System for the HVAC Difference, net decrease or increase 6 Des. Design Dia. Diameter Disch. Discharge DNL Data Not Listed EA Exhaust Air EAT Entering Air Temperature Economizer Controls and components that allow an air handler to logically utilize outdoor air for cooling as opposed to the use of mechanical cooling. EDC Electric Duct Coil EDH Electric Duct Heater EF Exhaust Fan EG Exhaust Grille EMCS Energy Management Control System ERU Energy Recovery Unit E.S.P. External Static Pressure Evap. Evaporator EWT Entering Water Temperature FCU Fan Coil Unit FD Fire Damper FH Fume Hood FLA Full Load Amperage: Maximum amperage a motor can draw. Flow Hood Instrument that captures air and converts the reading to CFM. FPB Fan Powered Box FPM Feet per Minute FR Field Report FT Foot, Feet FTU Fan Terminal Unit GPM Gallons per Minute HC Heating Coil HD Pressure Difference across the entering and leaving side of a pump. Heater O.L. Thermal overload protection for motors located at the motor starter (starter heaters) NEPA High Efficiency Particulate Arrestance HOA Hand / Off / Auto Switch HP Horsepower Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Terms and Abbreviations Project: Boeing Building 9-101 HRC Heat Recovery Coil HUH Hydronic Unit Heater HVAC Heating Ventilation and Air Conditioning HWS Heating Water Supply HWR Heating Water Return HX Heat Exchanger HZ Hertz, cycle per second I.D. Inside Diameter in. inches in.w.g. inches of water gauge Kfactor Correction factor to the free area need to calculate CFM. KW Kilowatts LAT Leaving Air Temperature LWG Low Wall Grille LWR Low Wall Register LWT Leaving Water Temperature MAU Make-up Air Hangling Unit MBH 1,000 BTUH MAX. Maximum Flow Requirements for DDC MBH Mega BTUs per hour (1MBH=1,000BTUH) MIN Minimum Flow Requirements for DDC N/A Not Available N/S Not Shown or Specified OA Outside Air OBD Opposed Blade Damper O.D. Outside Diameter PD Pressure Drop. PH Phase PHC Preheat Coil Prim. Primary PSI Pounds per Square Inch RA Return Air RAT Return Air Temperature RF Return Fan RH Relative Humidity RHC Reheat Coil RPM Revolutions per Minute RTU Roof Top Unit 7 RVA Rotating Vane Anemometer -reads air velocity in feet per minute SA Supply Air SAT Supply Air Temperature S.F. Service Factor Schedule Design data obtained from the (sched) mechanical prints' schedule of equipment. Silcon Controlled Rectifier Speed Controller Supply Fan Smoke/Fire Damper Static Pressure Specifications square feet Submitted data on equipment capabilities. Suction Sidewall Grille Sidewall Register Test; Adjust; and Balance Tachometer Technician SCR SF SFD SP Spec(s) sq.ft. Submittals (subs) Suct. SWG SWR TAB Tach Tech TSP Total Static Pressure: Difference between the entering and leaving static pressure of a fan. TP Traverse or Test Point UH Unit Heater VAV Variable Air Volume; box that contains a motorized damper that modulates airflow. VD Volume Damper VFD Variable Frequency Drive Velgrid Instrument that reads used to read velocity in feet per minute. VP Velocity Pressure VVT Variable Volume Terminal WC Water Column W.G. Water Gauge WB Wet Bulb h Neudorfer Engineers. Inc. C rreiiting Englneors Seattle Pardand wv v.NrtuttorterEn in PROJECT Boeing Building 9-101 ADC -3 LOCATION Seattle, WA EXECUTIVE SUMMARY This project has been balanced per plans and specifications, unless otherwise noted. Each system has been balanced using the National Environmental Balancing Bureau (NEBB) standards and procedures. The equipment has been checked for correct operating data which includes: operating amperage, voltage, rotation, RPM, CFM (cubic feet per minute), and operating static pressures, unless otherwise noted in the final Balancing Report. Please see attached TAB drawings for individual inlet and outlet numbering. AIR SYSTEM AH2N13 - Has a design supply airflow of 5,000 CFM and is currently delivering 4,930 CFM, 99% of design airflow. It has a design return airflow of 4,440 CFM and is currently returning 4,125 CFM, 93% of design airflow. The outside airflow station was calibrated with the unit postured in 100% outside air. Once the outside airflow station was calibrated, a minimum outside air damper position was established at 29% delivering 575 CFM of outside air, 103% of design outside airflow. The design schedule minimum outside air is listed at 560 CFM. NATIONAL ENVIRONMENTAL BALANCING BUREAU 8 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Air Handling Unit PROJECT: Boeing BLDG 9-101 ADC -3 LOCATION: , WA PROJECT #: 2014-205 DATE: 6/20/2014 CONTACT: Casey Riggle SYSTEM/UNIT: AH -2N13 AREA: Unit Data Unit Manufacturer Energy Labs Unit Model Number C5456-FCH-E Unit Serial Number 1312-7472-AH2N13 Unit Discharge Horizontal Fan Rotation Correct AH -2N13 I SF Filter Bank Filter Manufacturer Flanders Filter Type Pleated Filter Quantity - Size 1 4 Filter Dimensions - Size 1 24x24x2 Filter Quantity - Size 2 4 Filter Dimensions - Size 2 24x24x12 Motor Manufacturer Baldor Drive Type Direct Drive Motor Frame 213T Motor HP 7 1/2 HP Motor. RPM 1770 RPM Motor Rated Volts 230/460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 19 / 9.5 Amps Motor Service Factor 1.15 Motor Efficiency 0.917 % Motor Power Factor 0.81 PF Starter Data AH -2N13 I Return Fan Starter Manufacturer Danfoss Starter Model No. VFD AH -2N13 I Supply Fan Starter Manufacturer Danfoss Starter Model No. VFD Test 'Data: Total Design Flow 5000 CFM Total Actual Flow 4930 CFM OA Design Flow 560 CFM OA Actual Flow 575 CFM RA Design Flow 4440 CFM RA Actual Flow 4125 CFM AH -2N13 / Return Fan Fan RPM Actual 1785 RPM Motor RPM Actual 1785 RPM VFD Setting 60 Hz Motor Volts T1-T2 457.3 Volts Motor Volts T2-T3 457.3 Volts Motor Volts T1-T3 457.3 Volts Motor Amps T1 3.89 Amps Motor Amps T2 , 3.89 Amps Motor Amps T3 3.89 Amps AH -2N13 / Supply Fan Fan RPM Actual 1793 RPM Motor RPM Actual 1793 RPM VFD Setting 60 Hz Motor Volts T1-T2 455.7 Volts Motor Volts T2-T3 455.7 Volts Motor Volts T1-T3 455.7 Volts Motor Amps T1 4.88 Amps Motor Amps T2 4.88 Amps Motor Amps T3 4.88 Amps Tested By: Casey Riggle Test Date: June 20, 2014 Motor Data AH -2N13 I Return Fan Motor Manufacturer Baldor Drive Type Direct Drive Motor Frame 184T Motor HP 5 HP Motor RPM 1750 RPM Motor Rated Volts 208-230/460 Volts Motor Phase 3 Motor Herlz 60 Hz Motor FL Amps 14 - 13.2 / 6.6 Amps Motor Service Factor 1.15 Motor Efficiency 0.895 % Motor Power Factor 0.79 PF AH -2N13 I Supply Fan Motor Manufacturer Baldor Drive Type Direct Drive Motor Frame 213T Motor HP 7 1/2 HP Motor. RPM 1770 RPM Motor Rated Volts 230/460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 19 / 9.5 Amps Motor Service Factor 1.15 Motor Efficiency 0.917 % Motor Power Factor 0.81 PF Test Pressures Pre -Filter Inlet SP -0.14 in. wc Pre -Filter Outlet SP -0.20 in. wc Final Filter Inlet SP -0.20 in. wc Final Filter Outlet SP -0.55 in. wc CIg Coil Inlet SP -0.55 in. wc CIg Coil Outlet SP -0.60 in. wc Htg Coil Inlet SP -0.60 in. wc Htg Coil Outlet SP -0.69 in. wc SF Suction SP -0.69 in. wc SF Discharge SP 0.32 in. wc SF Actual Total SP 1.01 in. wc RF Suction SP -0.55 in. wc RF Discharge SP 0.70 in. wc RF Actual Total SP 1.25 in. wc OA Damper Pos 29 % RA Damper Pos 71 % Neudorfer Engineers, Inc. 9 Neucdorfer Engineers. inc. Consulting Engineers Seattle Portland Air Handling Unit PROJECT: Boeing BLDG 9-101 ADC -3 LOCATION: , WA PROJECT #: 2014-205 DATE: 6/20/2014 CONTACT: Casey Riggle SYSTEM/UNIT: AH -2N13 (Cont.) AREA: AH -2N13 Supply Outlet Summary Tested By: Casey Riggle Test Date: June 20, 2014 System! Unit i i . Type of - ,Reading' Outlet i Type i Size 'LxW I D; AK : -Design '- 'Velocity °Design - 'Value , .-Prelim 'Reading- :Final 4 Reading; Final % -Remarks Outlet -01 Flowhood CD -1 12"x12" 1 - 590 430 570 97 (1),(2) Outlet -02 Flowhood CD -1 12"x12" 1 - 590 465 565 96 Outlet -03 * Flowhood CD -1 12"x12" 1 - 590 340 535 91 (1) Outlet -04 Flowhood CD -1 12"x12" 1 - 590 490 565 96 - Outlet -05 Flowhood CD -1 12"x12" 1 - 400 550 410 103 Outlet -06 Flowhood CD -1 12"x12" 1 - 400 285 395 99 Outlet -07 Flowhood CD -1 12"x12" 1 - 400 445 430 108 Outlet -08 Flowhood CD -1 12"x12" 1 - 400 345 400 100 Outlet -09 Flowhood CD -1 12"x12" 1 - 520 80 520 100 Outlet -10 Flowhood CD -1 12"x12" 1 - 520 640 540 104 Totals : - - - 5,000 4,070 4;930 99 % AH -2N13 Return Inlet Summary System 1=Unit i Type,of Reading , Outlet ; Type ; Size LxW • 4 / AK .. Design .. Velocit Design Value ePrelim .Readin ,Final Reading Final '% Remarks Inlet -01 * Flowhood RAG 48"x24" 1 - 2200 1375 2035 93 (1),(2) Inlet -02 Flowhood RG -1 18"x18" 1 - 1400 1320 1310 94 Inlet -03 Flowhood RG -1 18"x18" 1 - 840 1390 780 93 Totals : - - - - - - 4,440 4,085 4,125 _. 93 % = - * Notes AH -2N13 2 -Jun -14 Casey Riggle Operating amps and volts were recorded from the VFD. AH -2N13 2 -Jun -14 Casey Riggle The outside air flow station was calibrated with the unit postured in 100% outside air. AH -2N13 / Inlet -01 29 -May -14 Casey Riggle (1) The volume damper is full open. AH -2N13 / Inlet -01 29 -May -14 Casey Riggle (2) The inlet was read with the flowhood, the inlet was back pressure compensated due to the volume of airflow. AH -2N13 / Outlet -03 29 -May -14 Casey Riggle (1) The volume damper is full open. Neudorfer Engineers, Inc. 10 AIR HANDLING UNITS EOUPLENT AREA SERVO) FAN COMIC CONS .. HEATING COOS MR FILTERS REMN06 CFM TOTAL S.P. N 1120 FAN SEE FM RPM `ALT / PH SIP HP MIRING MR 'F LEAVING NR 7 WATER I COI. MAX. F0000N ENT. AR LV. AR HO WATER 1801. FACE MAX. FRICTION MAIL FACE VE.. RATED CAPACITY TYPE AR FRICTION MAKE a MODEL OR MIR. EOUAL CAR DRi BULB WET an DRY 6100 WET BULB GPM ENT. TEMP. LV. TEMP. IAN. FACE MAX FNS. Mw. ROWS MR WATER au ' FO.B. ' FD.B. rWr LWT GPM MAX /NM ROWS AREA 50. FT. AIR WATER 4128413 AC (SUPPL0) 5,000 6.25 182 CLASS 2 2341 460/3 6.0 7.5 10 W H2O FT 1420 6 DI H2O FT H2O 497 FPM 5,000 YEW 8 MER/ 14 0.16 0.41 PRO: -PLEAT 40 IPO RCD MR 1,2,3,4,5,6,7.8.9 5,000 45 91.1 180 160 10.0 API 2 10.1 0.15 3.75 5.000 60 65 54.3 53.9 23.6 12 56 10.1 FT2 FPI 6 0.81 2.7 AH2N13 ADC (RETURN/EXHAUST) 5.000 2.0 162 1 1819 460/3 2.6 5.0 - -• - - - - - - - - - - - - - - - - - -- - - - - - - - 1.2.3.4.5.6 NOTES; 1. DIRECT DRIVE PLENUM FANS 2. WE) PROVIDED Bf OTHERS 3. MERSA. FM 00U1ON. 2' SPRWG DEFLECTION 1 TER PREMUM EFFICIENCY MOTOR 5. DIAL DISCONNECT 6. 2510i SCCR 7. MAGNAFELIC GAGE FOR FLOP MEASUREMENT OF SUPPLY AR AND RETURN MR 8. ULTRASONIC HUMORS, CONTROLS MID IN WATER TREATMENT, 150 LB/H. STULR HUMIDIFIER 041-30-S (4 REDURED), STATE CONTROL PANEL ULS-4-041I-30. STULTZ WATER TREATMENT 202.2 CU FF MOO) MEDIA BOTTLES. Il.180PER5 110.861FD IN AMU OISCHARGE, CONTROL PANEL AND WATER TREATMENT SAPPED SEPARATELY FOR FIELD INSTALLATION 9. ENERGY LABS 410007. C -042 -076 -FLA -L AIR DIFFUSER / REGISTER / GRILLE SCHEDULE WIMABER TYPE W1ERAL FINISH NIST S2E OCNES) FACE STE (RICHES) MAX. TP INCH W0. MAX. NOISE COEFFICIENT MAXIMUM SET FA1 'MOCK'. REMAIN El SOUIRE SUPPLY DIFFUSER STEEL 12x72 24,24 0.08 25 fi09 1018 MO) -WHITE <110) EGGCRATE RETURN GRILLE M1.e0NW PATE 18,18 20420 0.07 19 1450 TTI 93 9i & 64 82 79 SUPPLY FIN WFT LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW 4012013 AS SCHEDULED. PROVIDE NEW MLLES AND DIFFUSERS AS SCHEDULED. 21406-WO1989389 ISSUED FOR CONSTRUCTION 10.25.13 MAIM Dar ADC IDOL 0PVJa rob -mums. MaA1VFTW 162111 R ACCEPTAB UTY am6�il aNO.:n".m EQUIPMENT SCHEDULES MAW. n Arm WA MC HVAC UPGRADE SAZAN GROUP 600 Stewart St, Ste 1400 Seethe, Washington 96101 ® Tel 206267.1709 Fax 206287.1701 WAN 064.1X6 21106-02056936916' - Ant 10.25.13 BUILDING 09-101 M1M • EQUIPMENT MAX SOUR SOUND POWER LEVEL SCHEDULE POWER LEVEL 08 RE 10-12 W EOUP NO REMARKS 1PLY OCTAVE I CE 1977 NET20013 H2 003 479 @gj)Q$�0 AHU2N13 %Y%� PEf gODU 76 900 96 N 81 77 LTM FAN FAN L�[T MU2N13 42 93 9i & 64 82 79 SUPPLY FIN WFT LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW 4012013 AS SCHEDULED. PROVIDE NEW MLLES AND DIFFUSERS AS SCHEDULED. 21406-WO1989389 ISSUED FOR CONSTRUCTION 10.25.13 MAIM Dar ADC IDOL 0PVJa rob -mums. MaA1VFTW 162111 R ACCEPTAB UTY am6�il aNO.:n".m EQUIPMENT SCHEDULES MAW. n Arm WA MC HVAC UPGRADE SAZAN GROUP 600 Stewart St, Ste 1400 Seethe, Washington 96101 ® Tel 206267.1709 Fax 206287.1701 WAN 064.1X6 21106-02056936916' - Ant 10.25.13 BUILDING 09-101 M1M (C) 1141814553-M3 ASIC -2o 750 44o .11(112 Ala VIE DIG 109 -ION -4561-I5 FOR WRU FEED/6 102202E OF0E ARM (1) 24,12 OMB OO®O 9% SEE INS 65-B1Y 1 al4V 64/24 000 !1111 A14119 11118 1101 71/12 WNL 70.004 • DM Ka 225 OM 12.12 GNU 1000 DERE MowFO . 05142 4E 92120 2 S �Pl.\=j rJ WA 22 W GLV. TED AM 127 QEF MOO m/Il 444m D *memo tar Oro PARTIAL PLAN VIEW SCALE: 1/8'-1'-0' ACME gg SOT N 100 MEL IML( 21181-00114414 51114/00 102113 F 1)48000 TOT FOMENT 110106-16 100 11/81)11 0 034 2 9011 OWES ILL 5-164 4/48114 DAO ILS 11M/. C Ea WNW S15D1 7174710E WR 7/24/15 - MCCAW M WE 10 WE. DAP SALEM 051401 0 As WO 7471741 OR 2/511 N CARET a GABLE 940P RDOG IMO= WM Ads 1E/01/00 wrap oca 71ravotet unseal Anne I 1 manna. men - w mon nruerm 110am sun OM I!eV'," 4 www• 12 ACCEPTABILITY APPKVOI or DAME 21406-W01969369 ISSUED FOR CONSTRUCTION 10.25.13 LEGEND r3EIi Pr1sUn GENERAL NOTES 1p FILTERS INSIDE AR HANOIFRS: 2' 3M MERV 12 MR -PLEAT. NO BAG FRIERS ARE USED; BAC MITER FIOUSN0 ME ABANDONED 2. PERFORM ILL 5110014Ep1 BOW( N ACCORDANCE NTN1 CURRENT SMACNA STANDARDS. 3. OUC1 5EALN0 AND DUCT INSULATOR RAIL LOT RECORD/EMS 1610 IN C/MPTER 6 OF NIERNATCA4L MEMNON. CODE AND WASHINGTON STATE ENERGY CODE 4. CONSTRUCT 01.66 NMI G-0 OR BETTER GALVANIZED STEEL (ASAI 527) NFO, 0i14 OUT. 5. CONSTRUCT RECTANGULAR DIICTNORN TO MLT 111 FUNCTIONAL CRITERIA CURED N MAKER II, OF TIE SICNA HVAC DDT CObIRUCTION SWORDS (HM). PRO10E CMGONAL CREASING OR BEADING ON ILL PANELS WIDER TAW! 18 -ACHES. AND PANELS LESS THAN 18 GAUGE =STRUM ROUND AND THAT DIAL DUCTWTI1K N ACOROWCE WITH WATER 3 OF %ULNA ROCS. 6. WCTWTE. METZ. OR W.D.C.E DUCT CONNECTION SYSTEMS ARE /CCEWMIE EDICTS CONSTRUCTED USING THESE SYSTEMS NEL REFER TO THE ',mum -norms 6UDEU E5 EOR SHEET GAUGE, NIERMFDNHE REREORT]IIXI SIZE AND SPACID, MD NONT RENEORCEMENTS. 7. SPIE -I1 DATINGS 9411. BE coax TYPE 01111101.11110 DAMPEIR, AND QUADRAT; RIX MASOA. ELCEN OR OUNNENT. B. ELBOWS 41 RECIANGUAR OR SOLAOE BUCIWON SKILL HAVE M INSIDE MOUS EOM TO DMENSKN OF EMIR N T71E PUDE OF THE not M7HERWLSE USE RAOEEED 08955 NITH SPUTTER VANES OR SQUARE THROE EIBO15 011 1U1)41S HANES. 9. ELBOWS 41 ROUND AND FIAT OWL DUC11110RK OWL HAVE THE 1440E ROWS EOWL 10 DIMENSION OF ELBOW N THE PANE OF TIE TURN. USE SEG1O110. SEGMENTED STRONG 5FAM, PLEATED. OR SWIPED 02056 ADJUSTABLE ELBOWS ARE NOT ALLOWED. 10. SWORE CORNER Immo mom VRE5) ROLL BE SYACIA ITS. 4-3 DOLE RN201ES5, ROMER TYPE 2 WM 2-1/8-111CH • SPACIG. 11. VOORIE OAMPOLS: 4101110E A DAMPER N THE DICT TO EACH SUPPLY. OOWIST. OR RETURN OPENING; ALSO 41 EACH BRANCH DCT WHERE OOZE OR MORE OPENINGS ARE ASSOCM ED wax AHE BRANCH. LOCATE WIPERS ATA PDM MIRE THE OGT 6 ACCESSIBLE; AS FAR FROM 11E OWLET AS FUSSLE. DAMPERS 91NL A R115UH 11025 OR ll 5. 12. T/IOROWEY 9.921 A11 DEBRIS FROM THE INSIDE OF NL DUCTWORK AND PLENUMS. BLOW FREE NL SIDLE PARTICLES OF RUBBISH AND COST. 13. MECXANEM. DRAWINGS 51180 APPROXIMATE LOCAn0NS FOR GRILLES ND DIFFUSERS. AFTER SHOP DRAWNGS ARE COUPLER -0 VERIFY EXACT LDCATON OF GRILLES AND OEFLTSOL 5 N THE FIELD. ENSURE THE DIFFUSER AND GRILLE FRAMs MATCH CLAD TYPES AND F6691 PRIOR TO OROE760. 14. SEES SHOAT! ARE NET. CIF/R 1451E DUCT OENSIOI. CONSTRUCTION NOTES PROVIDE (N) APPY AR ORALES (ITP 4). PROOOE (M SPRY AR DCT. POC OF (N) FLOUR/4 M DUCT TO CO RETURN AR GRILLE EC> PROVIDE 1/2' IP 161515125 DICT LEDER FOR ALL SUPPLY DUCTWORK PROVIDE 1/2 AP AMARA DUO TRIER N ECHAUST RW MM OM 21 0111 25 WN ND O O 042 0121 1161 em MAD OLD 01E 0117 WD sAZAN GROUP 600 Stewart St., 0101400 Seattle, Washington 88101 Mu4 IOU NM u4u 44, KEY PLAN 100 1114 AML TRW ®Tel 206.267.1700 8' 4' 0 4' 6' 16' Fax 208.267.1701 12r 1114.104 SCALE: I/8' -I.-0' HVAC DUCTWORK PLAN ADC HOC UPGRADE BUILDING 09-101 .m -M.111,1 ,...ma •-20/4-41 War Wsn IMML 21406-031983551K 1025.13 1M18 p '21406-101969369 41.0rs SS/10 OWN Ejel1� 11.1 REFERENCE DRAWINGS ION OVALS TUN Lull MEA 5m CIC 1-101-ILMK LEGEND GENERAL NOTES (CONT.) GENERAL NOTES 15. SAES SHOWN ARE NET, CLEAR NODE DUCT 0111015151. ]N12 1250 ISM (11➢ 12) CONSTRUCTION NOTES { 18/10 (12 1. PERFORM ALL SIEETMEPL WORK N ACCORDANCE WITH CURRENT SWCN.1 STANDARDS 2. DUCT SFALNE AND DUCT INSULATION SHALL MEET REQUIREMENTS LISTED N CHAPTER 6 CF INTERNATIONAL MECHVIXYL CODE AND WASHROOM STATE ENERGY CODE. 3. CONSTRUCT DUCTS WOH C-60 OR BETTER GAVAWZED SIM. (A5T1 527) LEO, CHEM TREAT. 4. CONSTRUCT RECTANGUUR DUCTWORK TO MEET ALL 'UNMORAL CRITERIA DEFINED N CHAPTER 11, OF THE SMACNA !NAC DUCT CONSTRUCTION STANDARDS (HOES). PROW( DIILDILIL CREASING OR BEADIAG ON ALL PANELS WOW THAN 18-INCMES, PAID PANELS LESS DUN 18 GAUGE. CONSTRUCT ROUND AND FLAT OVAL DUCTWORK N ACCORDANCE WITH CHAPTER 3 OF SMACNA HOC& 5, DUCIWTE. IMETZ. OR WD.C.L DUCT COINIECOON SYSTEMS ARE ALCFPOBL DUCTS CONSTRUCTED USING THESE MIDIS CU. STET TO THE WWUFACTUREIYS CUIDEUNES FOR SHEET GAUGE, INTERMEDIATE REINFORCEMENT SRE AND SPACING. AND JOINT REINFORCEMENTS. m MN (E) 15112 ENRICH DUCT. ®PRINCE (N) RETURN AR ACT. MELT TO ND Nu N1a10E 0M RERAN AR MILE AND SPAWN NIU. ® PROTIDE 1/2' P WARD( OCT !NFA ® FMCS VARAaE FREQUENCY NINES FOR NmI13 RN UMW OWIEE FRAME MOUNTED TO PARIAH. SEE EUSECC L PUN PM SW. ® PINS (N) AOM 1090111IRE SENSOR =ream TO N@111 SU MARC 1316. AR IWU110 UN 1011W. wove 111=11* SPIN -IN FITTINGS OWL RE CONICAL TYPE WITH VOLUME DAMPER AND QUADRANT; FLEE LUSTER ELGEN OR EMUNAIERT. REAM N RECTANGULAR OR SQUARE DISIWORK SHALL HAVE AN ESEE RADIUS EQUAL TO DIMENSION Cf ELBOW N THE PU E OF THE TUN. OTHERWISE USE RADNSED ELBOWS WITH SPUTTER VANES OR 50UARE THROAT ELBOWS MIN TURNING VANES 8. ELBOWS N ROUND AHD RAT OVAL E101WONI SHALL HAVE THE NODE BADCS EQUAL TO DIMENSION OF EL80N N THE PLANE OF THE TURN. USE SEGMENTED, SEGMENTED STANDING SUR. PLEATED, OR STAMPED ELBOWS. ADJUSTABLE ELBOWS ARE NOT ALIENED. 6. SQUARE CORNER INSERTS (TURNING VANES) SHALL BE SAMA FS. 4-3 DOME TICKIRSS, RUNNER TYPE 2 WITH 2 -1/8 -INCH SPICING. 10. VOLUME DAMPERS: INCLUDE A DAMPER N THE DUCT TO EACH SUPPLY, EXHAUST, OR RETURN OPENRITE ALSO N FAIN 8010101 DUCT MERE THREE OR MORE OPENINGS APE ASSOCIATED WITH THE BRANCH. LOCATE DAMPERS AT A POINT WHERE THE DUCT IS ACCESSIBLE: AS FAR FROM THE CURET AS POSSIBLE DAMPERS SIL BE RUS IN MD25 OR MOR525. THOROUGHLY CLEAN ILL DEWS FROM THE NODE OF ALL DUCTWORK AND PLENUMS. BLOW FREE ALL SMALL P1010005 OF RUBBSH MD NST. MECHMOCAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES MIID DFFUSER5. AGER SHOP LNAVTNTS ARE COMPLETED VERFY EXACT LOCATION OF 01111ES AND DIFFUSERS N THE FIELD. ENSURE THAT ODFSSER AND GRILLE FRAMES MATCH CEDING TYPES AND FINISH PRIOR TO MERINO I PARTIAL PLAN VIEW SCALE 1/8'=1-D c—s c—a r—a e ---n rr=a c__0 FOR ADDY IML KIRMVCN O6 ATA SEE VATS IRON W 1141 21406-W01969369 ISSUED FOR CONSTRUCTION 10.25.13 P SAZAN NW NU PIO NUL Im NOS L Ne ru 11121 Nn Im WI Nn 1m GROUP 600 Stewart SL, 81. 1400 See61e. Washington 96101 ® Tel 206.267.1700 Fax 206267.1701 BUM N1N.13011 Nod Nos !UNI Nn NM NAINC NN 0,II N0 KEY PLAN 9.4 O O 0 <41 0 0 spit IUt 6' 4' 0 4' 0' TB' SCALE 1/80.1'-0' IE3ZRW IR WL TO OCD. 111TIL HVAC DUCTWORK PLAN 90N ADC IIVAC UPGRADE BUILDING 09-101 10.2513 Neudorfer Engineers. Inc. Consulting Engineers Seattle Portland Instrument Calibrations Instrument Type Air Data Meter with Flowhood Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M07269 Calibration Due Date 12/23/2014 Instrument Type Tachometer Instrument Manufacturer Shimpo DT -205L Instrument Model Number Type B Instrument Serial # C4AB0095 Calibration Due Date 11/25/2014 Instrument Type Amp Probe Instrument Manufacturer Fluke Instrument Model Number 333 Clamp Meter Instrument Serial # S94210475 Calibration Due Date 12/17/2014 Instrument Type Temperature Probe Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M07269 Calibration Due Date 12/23/2014 Instrument Type Air Foil Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M07269 Calibration Due Date 12/23/2014 Instrument Type Hydrodata Multimeter Instrument Manufacturer Shortridge Instrument Model Number HDM-250 Instrument Serial # W1007 Calibration Due Date 6/17/2014 14 Boeing 9-120 PPCL checkout AHR-E5A Control drawing: Panel/processor: Program 101 DC.120.RSE5.N01 DC.120.AHRE5A.PPCL Function PPCL lines Checkout N N e d p Notes Housekeeping Create a copy of the outside air temperature 1120 - 1120 5/12/2014 Enable and disable economizer operation 1440 - 1500 5/12/2014 Operating mode selection Enable or disable night heating 2110 - 2130 JA 5/6/2014 Use the correct section of the program based on schedule and safeties 2700 - 2790 JA 5/6/2014 Occupied mode Start the fans 3040 - 3040 JA 5/6/2014 Use the mixed air setpoint 3070 - 3070 JA 5/6/2014 Determine a flow control value 3100 - 3100 1 Determine a temperature control value 3130 - 3130 JA 5/12/2014 Determine heating coil, damper, and cooling coil control values 3200 - 3290 JA 5/12/2014 Warm-up mode Start the fans 5040 - 5040 JA 5/6/2014 Use an artificial mixed air setpoint 5070 - 5070 JA 5/6/2014 Determine a temperature control value 5130 - 5130 JA 5/12/2014 Determine a heating coil control value 5160 - 5160 JA 5/12/2014 Close the chilled water valve and damper 5190 - 5190 JA 5/6/2014 Cool -down mode Start the fans 6040 - 6040 JA 5/6/2014 Use the mixed air setpoint 6070 - 6070 JA 5/6/2014 Close the heating coil control valve 6100 - 6100 JA 5/6/2014 Determine a temperature control value 6170 - 6170 JA 5/6/2014 Determine damper and cooling coil control values 6250 - 6260 JA 5/6/2014 Night heating mode Start the fans 7040 - 7040 JA 5/6/2014 Use an artificial mixed air setpoint 7130 - 7130 JA 5/6/2014 Open the heating coil control valve 7160 - 7160 JA 5/6/2014 Close the chilled water valve and damper 7190 - 7190 JA 5/6/2014 Unoccupied mode Stop the fans 8540 - 8540 JA 5/6/2014 Clear a startup timer RECEIVED 8570 - 8570 JA 5/12/2014 Use the mixed air setpoint or an artificial value CITY OF TUKWILA 8670 - 8680 JA 5/12/2014 Determine a heating coil control value 8720 - 8720 JA 5/12/2014 Close the chilled water valve and damper JUN 2014 8750 - 8750 JA 5/12/2014 3 0 Safety shutdown Stop the fans PERMIT CENTER 9040 - 9040 JA 5/6/2014 Clear a startup timer 9070 - 9070 JA 5/6/2014 Use the mixed air setpoint or an artificial value 9170 - 9190 JA 5/6/2014 Determine a heating coil control value 9220 - 9220 JA 5/6/2014 Close the chilled water valve and damper 9250 - 9250 JA 5/6/2014 Page 1 of 2 ItAlfroV Boeing 9-120 PPCL checkout AHR-E5A Control drawing: Panel/processor: Program 101 DC.120.RSE5.N01 DC.120.AHRE5A.PPCL Function PPCL lines Checkout w m c e o Notes Smoke shutdown Stop the fans 9540 - 9540 JA 5/12/2014 Clear a startup timer 9570 - 9570 JA 5/12/2014 Use the mixed air setpoint or an artificial value 9670 - 9680 JA 5/12/2014 Determine a heating coil control value 9720 - 9720 JA 5/12/2014 Close the chilled water valve and damper 9750 - 9750 JA 5/12/2014 Temperature control Determine a mixed air temperature control value 10070 - 10070 JA 5/12/2014 5 Fan speed control Clear setpoint decrease and increase timers, when appropriate 11060 - 11150 JA 5/6/2014 When TU OPEN > 10 set SSP STPT to 0.6 to prevent high static from tripping 11193 - 11195 JA 5/12/2014 Decrease and increase the duct static pressure setpoint 11200 - 11260 JA 5/7/2014 Determine a pressure control value 11310 - 11340 JA 5/8/2014 Determine the supply fan speed and proof 11370 - 11410 JA 5/9/2014 Determine a return air flow setpoint 11540 - 11540 2 Determine a flow control value 11590 - 11620 3 Determine the return fan speed and proof 11650 - 11680 3 Device control Modulate valves and dampers 12040 - 12100 JA 5/6/2014 Terminal unit monitoring Monitor damper commands and room temperatures 15050 - 15430 JA 5/6/2014 Summarize terminal unit performance 15460 - 15480 JA 5/6/2014 Miscellaneous control Control EF-RH7 20080 - 20080 4 Subroutine definition Monitor terminal unit 30300 - 30400 JA 5/6/2014 Notes 1. Need to wait until balancers are done to get accurate CFM readings for airflow stations 2. Need to wait until balancers are done to get accurate CFM readings for airflow stations 3. Will check once accurate CFM readings are obtained 4. Need to verify fan has power to check proof 5. No control over cooling valve (though PPCL is commanding it to approriate values based on SAT) Page 2 of 2 RR g8 AA 22 gg 8= o� RR RR 11 7274 88 88 o 48 4:4 a'. 8� ! ,w g 9 N' RRRRgRgggggggggggggggRRRRggg ogggggi y8'd'"d "d ggggigg ggg ;40Pnln A � TT RRRRRRRRRRRRRRRRRRRRRRRRRRRR A L"i L"i9i 111N"111i1NNN1nAN ilillg mfN 58888888888888888888888888888 }.3 r�bbJb..1Amygy��mmmmMMMM ttWtEM C499.UZ2N4444:44=4888888849 •. ,. is 1 , i w1 1 N. 331 1 CiM0,m66,1}n0w NOM66 NNNNm~NNW •. is 666W 1 NI f L ,sssssscccStgzszs5sssszz;••s rgiiggig �r giS: iggg8iig88g 8ffi 8Jgg2ggggffigg 88iS881sg8g65 m.iggl§S'§u§§iS'§8g8BS igi d§ ig 88888.88888888899998888888888 988888888889888.8888888888889 n8 888&88N»88ig«$eiii M i9$ Job Name: Job Number. Specialist: Job Location: All Field Panels DC 9-120 147346 Jared Alexander 9-120 Field Panel Checkout Point Information Startup Point Name Descriptor Type Function Address Node Id Point Proper Installation Point to Point Input/Output Range Device Range Alarmable Notes D d E 'D d rn Displayed Value Actual Value Accepted m m Accepted Date LAI Value 10100 TEC.D6.01.122 Al 3 YES YES VOLTAGE 0-10VDC 55-95 DEG F - 5/12/2014 JA 72 72.25 5/12/2014 I DC.120.AC2D4.ROOM.TEMP ROOM TEMP DC.120.AHRE5A.AHU.ISSP SUP STATIC PRESS LAI Value 10100 ' 0.0.8 YES YES VOLTAGE 0-10VDC 0-5 IN WC - 4/11/2014 JA 0 0 4/11/2014 DC.120.AHRE5A AHU.CCV CLG COIL VALVE LAO Value 10100 0.0.22 - DC.120,AHRE5A.AHU.CPS COND PAN STATUS LDI. Status 10100 ' 0.0.11 YES; YES YES YES - '` N.C. ON/OFF - 5/2/2014 JA ON ON 50% 5/2/2014 1 DC.120.AHRE5AAHU.EAD EXHAUSTAIRDMPR LAO Value 10100 0.0.16 VOLTAGE 0-10VDC 0-100% - 4/11/2014 JA 50% 4/11/2014 DC.120.AHRE5AAHU.FFLT FINAL FILTER , ' LD1 Status ' 10100 ' 0.0.27 ; YES YES - ;, CLEAN/DIRTY 1 IN WC. - 4/11/2014 JA - 4/11/2014 I DC.120.AHRE5A AHU.HCT HTG COIL AIRTEMP LAI Value 10100 0.0.2 YES YES YES YES CURRENT VOLTAGE 4-20 mA 0-10 VDC 20-120 DEG F 0-100% - 4/11/2014 4/11/2014 JA JA 72.5 25 72.8 25 4/11/2014 4/11/2014 DC. 120.AHRE5A.AHU.HCV' HTG COIL VALVE LAO " Value 10100 0.0.21 DC.120.AHRE5A AHU.HSP HIGH STAT PRESS LDI Status 10100 0 0.26 YES YES- - 4 IN WC YES 4/11/2014 JA - - 4/11/2014 DC.120.AHRE5A.AHU.LTD "'' LOW TEMP DETECT LDI Status 10100 : 0 0.25' "' YES YES 38 DEG F YES 4/11/2014 JA -4/11/2014 DC.120.AHRE5A AHU.MAT MIXED AIR TEMP LAI Value 10100 0.0.1 YES YES CURRENT 4-20 mA 20-120 DEG F - 4/11/2014 JA 73.2 72.8 4/11/2014 DC.120.AHRE5A AHU.OACFM OUTSIDE AIR FLOW ` LAI Value - 10100 '°` 0.0.5 YES YES. VOLTAGE :`0-10 VDC 0-5000 FPM - 4/11/2014 13 132 4/11/2014 I DC.120.AHRE5A AHU.OACO2 OUTSIDE AIR CO2 OUTSIDE AIR DMPR LAI LAO Value Value 10100 10100 0.0.17 00.14 YES YES VOLTAGE 0-10VDC , 0-100% r - 4/11/2014 JA 7E 75 4/11/2014 1 DC.120.AHRE5AAHU.OAD "" DC.120.AHRE5A AHU.OAT OUTSIDE AIR TEMP LAI Value 10100 0 0.23 - DC.120.AHRE5A.AHU.PFLT PRE FILTER LDI Status 10100 - 10100 0.0.28: 0 0.7 YES YES YES YES - ' VOLTAGE CLEAN/DIRTY 0-10 VDC 1 IN WC 0-7500 FPM - - 4/11/2014 4/11/2014 JA JA - 24 - 23.8 4/11/2014 4/11/2014 I DC.120.AHRE5A AHU.RACFM RETURN FLOW LAI Value DC.120.AHRE5A AHU.RAD RETURN AIR DAMPR LAO Value 10100 0 0.15 YES YES VOLTAGE ' 0-10VDC 0-100% <" - 4/11/2014 JA 100 100 4/11/2014 DC.120.AHRE5A AHU.RAT RETURN AIR TEMP LAI Value 10100 0 0.4 YES YES CURRENT 4-20 mA 20-120 DEG F 4/11/2014 JA 78.3 77.9 4/11/2014 -1 DC. 120.AHRESAAHU.RHSP RET HIGH STATIC LDI r Status ' 10100 ' 0 0.10 "' YES YES 4 IN WC YES 5/2/2014 JA5/2/2014 DC.120.AHRE5A AHU.RSS START STOP L2SL Proof 10100 254.V.1 YES YES - ON/OFF ON/OFF 5/13/2014 JA ON ON 5/13/2014 DC.120AHRE5A AHU.RSS START STOP L2SL On/Off ` 10100 0 0.30 - YES YES - ON/OFF ON/OFF YES " 4/11/2014 JA ON ON 4/11/2014 DC.120.AHRE5AAHU.RVD RETURN VFD LAO Value 10100 0019 YES YES VOLTAGE 0-10VDC 0-100% - 5/6/2014 JA 50% 49.90% 5/6/2014 DC.120.AHRE5A AHU.SACFM FLOW LAI Value 10100 0.0.6 YES YES VOLTAGE -0-10 VDC 0.7500 FPM 4/11/2014 JA : 9 8.7 4/11/2014 I DC.120.AHRE5A AHU.SAT SUPPLY AIR TEMP START STOP LAI L2SL Value Proof 10100 10100 0 0 3 254.V.0 YES YES YES YES CURRENT 4-20 mA ON/OFF 20-120 DEG F ON/OFF - YES 4/11/2014 5/13/2014 JA JA 78.3 ON 77.9 ON 4/11/2014 5/13/2014 DC.120AHRE5A.AHU.SS DC.120.AHRE5A AHU.SS START STOP L2SL On/Off 10100 0 0 29 YES YES- ON/OFF ON/OFF YES 4/11/2014 JA ON ON 4/11/2014 DC. 120.AHRE5A.AHU.SSD SUP SMOKE DETECT LDI Status ` 10100 0 0 24 "' YES YES ON/OFF ON/OFF YES 5/12/2014 JA ON/ALM ON/ALM 5/12/2014 1 DC.120.AHRE5A.AHU.SVD SUPPLY VFD LAO Value 10100 0 0 18 YES YES VOLTAGE 0-10 VDC 0-100% 5/6/2014 JA 25% 24.80% 5/6/2014 DC.120.AHRE5A EXF:RH7.SS EXHAUST FAN L2SL Proof '' 10100 TEC.H7.01.128 D0 5 ' YES YES ON/OFF ON/OFF YES YES 3, 4 3 5/12/2014 JA I DC.120.AHRE5A.EXF.RH7.SS.PRF EXHAUST FAN PRF LDO On/Off 10100 TEC.H7.01.128 DI 2 DC.120.AHRE5A.EXF.RH7.SS.ALM EXHAUST FAN ALM LDO On/Off 10100 VIRTUAL YES. YES- - - 5/12/2014 JA Notes 1 2 3 4 Field Panel Checkout (PXCC 36) NEED TO FIND AREA CONVERT FPM TO CFM NOT INSTALLED MOVED TO LAND ON TEC NEED TO VERIFY IF FAN HAS POWER Page 1 of 1 Project: Job #: EQUIPMENT PRE-START & START-UP CHECKLIST FAN COIL Fan Coil Number: Area: Date: Make Model Serial # Design Data Libert Mmd23cdp000a Name Plate Data Y13mb19640 Fan HP Volts/Ph Full Load Amps (FLA) Heater KW Design Data Name Plate Data 1/5 hp 208/230 1.4 N/a PRE-START-UP INSPECTION Yes NA Mountings Checked (Shipping Bolts Removed) X Vibration Isolators Installed X Equipment Guards Installed X Pulleys Aligned and Belt Tension Correct X Plenums Clear and Free of Loose Material X Fans Rotate Freely X Electrical Connections Complete X Disconnect Switch Installed X Overload Heaters in Place (Sized Correctly) X Temporary start-up filters installed X DX cooling coil clean and clear X Condensate pipe slope to drain X Condensate trap per design drawings X Condensate drains clear X Equipment labels installed X START-UP INSPECTION Yes NA Vibration and noise level acceptable Yes Filters installed Yes Motor Amps RECEIVED 1.3 CITY OF TUKWILA Motor voltage 208 Fan RPM JUN 3 0 Na 2014 Heater Amps Na Heaters volts PERMIT CENTER Na Belts (Qty/Size) Na MEASURED VALUE Filter Type: pleated Filter Size: 16x20x4 Filter Qty: 1 Date:5-28 Pre-Start-Up By:Aaronmils....02.0Date:5-28 Start-Up By:Aaron Rooftop Equipment Warranty Regist. Form McQuav' A;rConditioning Rooftop Equipment Warranty Regist. Form To comply with the terms of McQuay Warranty, complete and return this form within .10 days to McQuay, Warranty Department Check, test, and start procedure for RoofPak roof mounted air conditioners with or without heat recovery and roof mounted air handlers. Job Name: x 0 CJ R ' Ya Installation address: city: 5�t Purchasing contractor: }'l t f hal )LlA city: Pw_11-1. u Name of person doing start-up (print) Company name Address City/State/Zip Unit model number._ _ — Unit serial number Compressor 1 model number. t.l A Serial number Serial number: Serial number. Serial number Serial number: Serial number: • r. a 1 McQuay G.O. No.:E.:32\8cl tp,1 0,Q 1 b0 State:111t, Compressor 2 model number. Compressor 3 model number: Compressor 4 model number: Compressor 5 modal number Compressor B model number. Circle Yes or No. If not applicable to the type of unit, circle N/A. 1. INITIAL CHECK A. Is any stripping damage visible? Yes ir�lG. B. Are fan drives property aligned and belts properly adjusted? C. Tightened all setscrews on pulleys, bearings and tans? D. Have the hold-down bolts been backed off on spring mounted fan isolators? E. Do fans tum freely? F. Has the discharge static pressure reference -line been properly located within the building? G. Electrical service corresponds to unit nameplate? Volts 6 Hartz (42 Phase 3 H is the main disconnect adequately fused and are fuses installed? Yes No No No No No No N/A N/A N/A N/A NIA N/A No N/A I. Are crankcase heaters operating, and have they been operating 24 hours prior to start-up? Yes NoC) J. Are all electrical power connections tight? (Check compressor electrical box.) Y No N/A K. Is the condensate drain trapped? Yes No II. FAN DATA A. Check rotation of supply fan? + 1 No N/A B. Voltage at supply fan motor: 1-2 it 8k? 'T , V 2-3 . V 1 V L� �� C. Supply fan motor amp draw per phe1 All p D. Fuse sizes: (45A5A 4v \,i V- 024 (C�A--t(2(O•1 E. What is the supply ran'rpm? N g F. Check rotation of return fan? No N/A 1-244 L V 2-3 L1 L2 L3 act t9.It 9.0 G. Voltage at return fan motor: H. Return fan motor amp draw per phase: J. What is the return fan rpm? K Record supply static pressure at unit: inches of H2O VZ V 1-3 i 4 V Fuse sizes; r: FJ L. Record return static pressure at unit (with outside air dampers closed) inches of H2O Ill. START-UP COMPRESSOR OPERATION A. Do compressors have holding charges? Circuit #1 Yes No Circuit #2 Yes No B. Backseat discharge, suction (sizes 115 to 135C only), and liquid line valves? Yes No C. Are compressors rotating In the right direction? Yes No D. Do condenser fans rotate In the right direction? . • Yes No Rooftop Equipment Warranty Regist. Form Warranty Registration Form (continued) E. Ambient temperature 1 °F F. Oil safety control time delay (sizes 115 to 135C only): Compressor #1 1-,..1A sac. Compressor #3 14 A sec. Compressor #2sec. W Compressor #4 1' sec. G. Compressor lockout timers function? Yes No NIA H. FanTrol functions: TC13 Nft TC14 I. Part winding start time functions (sizes 115 to 135C option only): Compressor. TDI TD2 1'1 A Supply fan: TD9 1�iA Return fan: Toth NIA J. Does unit start up and perform per sequence of operation? IV. PERFORMANCE DATA A. Compressor voltage across each phase: B. Compressor amperage of fully loaded compressor: Phase 1 ..A Phase 1 MA Phase 1 NA Phase 1 'OA Phase 1. Phase 1 riA Circuit 1 1 OA TD3 J%LA TD4 .1P* Yes .No N/A 1-2 t\LA V 2-3 1.i Pc V 1-3 -1...1,6 V Compressor #1 Phase 2 'Phase 3 A , Compressor #2 Phase 2 NA Phase 3 R Compressor #3 Phase 3 WA Compressor #4 Phase 2. Phase 3 4A Compressor #5 Phase 2 Phase 3 NA Compressor#8 Phase 2 Phase 3 IkIA C. Low pressure cut-out psig Circuit 2 'N Al psig Low pressure cut -in: Circuit 1 prig Circuit 2 tb.114 psig D. High pressure cut-out Circuit 1 Rik psig Circuit 2 NA paig �1 E. Discharge pressure, one compressor: Circuit 1 psig Circuit 2 h�t I PA; Discharge pressure, fully loaded, 2-3 compressors: Circuit 1 ktA psig Circuit 2 }'V psig F. Suction pressure, one compressor. Circuit 1 NIA psig Circuit 2 .I4A psig Suction pressure, fully loaded, 2-3 compressors: Circuit 1 .1\\A psig Circuit 2 NA 09 Liquid press, fully loaded, 2-3 compressors (et liquid line shutoff valve): Circuit 1 1,1A i psig Circuit 2 Ielik psig Uquid temperature, fully loaded, 2-3 compressors: Circuit 1 fit/ psig Circuit 2 't4jt psig G. System oil pressure (oil pressure -suction -net oil pressure): ' (on four compressor uniits,Jndicate for each compressor) Circuit 1 itLA psig Circuit 2 14A Pig H. Suction line temperature: 14 °F 'h1, is °F I. Superheat: Z.iA °F )1\ °F J. Subcooling: 1•1 A OFiklA °F K. Is the liquid in the ling sightglass clear and dry? L Does the hot gas bypass valve function properly? M. At what suction pressure does the hot gas bypass valve open? N. Record discharge air temperature at discharge of unit: ��^^��. O. Are all control lines secure to prevent excessive vibration and wear? Yes No VallN P. Ara all gauges shut off and valve caps and packinge tight after start-up? Yes No lai V. ELECTRIC HEAT CHECK, TEST & START (�At A. Electrical heat service corresponds to unit nameplate? Yes No Volts 14.E Hertz Le lj Phase B. Are there any signs o hysicel damage to the electric heat coils Yes No C. Have all electrical terminals been tightened? Yes No D. Does sequence controller stage contactors properly? Yes No E. Electric heater voltage across each phase: F. Amp draw across each phase at each heating stage: Phase 2 NA INO NAA Yes No Yes No psl9 °F psig gro tilt Phase L1: Stage 1 N� Stage 2 Stage 3 1411 NA L1 L2 . N P1 L3 Phase L2: Phase 1.3 G, FLA: L1 )�1\ L2 N f\ L3 4 H. Operate electric heat with fans off. Electric heat must cycle on high limit control Yes N Stag Stage 5 Stage 8 NA NA 141 Rooftop Equipment Warranty Regist Form Warranty Registration Form (continued) VL GAS & OIL BURNER CHECK, TEST, & START Specifications: For gas, see Forced Draft Gas Burner Installation and Maintenance Bulletin. For oil.,, see�O� ll Fired Furnace Installation and Maintenance Bulletin. A. (Gui/Oilyromaurnn...a'1,.1.., •—• -- "- B. (Gas/O0) Sumer model no. NA Serial no. 14 f f C. (Gas) Type firing: Single NA Stage two NA Stage modulation D. (Oil) Type'firing start: Full fire start M A Low fire start 1tilA E., (Gas) Rated firing rate: "V' MBH input F. (Oil) Rated firing rate: t! %i GPH, #2 fuel oil C. (Gas/Oil) Altitude:l�r� a` ft. above sea level H. Is there a circulating tank? Yes No N/A VII. GAS BURNER CHECK, TEST, & START A. Input: CFH B. Gas pressure at burner: AIA inches we C. CO2: I.t A 96 D. CO2: E. Pilot flame only; Tolyl microamps (steady at low fire) F. Pilot Tap -gas pressure; N A inch we G. Motor only/burner: FLA _ 1NI1t rimming amp? H. High limit control OK? Yes N I. Flame safeguard: microamps J. Flame failure shutoff: CSA seconds K Airswitch OK? Yes No L High Gas Pressure Switch OK? Yea No M. Low Gas Pressure Switch OK? Yes No N. Main Gas Valve Close -off OK? Yes Na VIII. OIL BURNER CHECK, TEST & START ., l �I A A. Nozzle(s): Type/manufacturer 1\\ )1% GPH• NA Angle I Pattern manufacturer )4A B. Nozzle pressure: MR psi C. CO2: ; ' MA • % D. Smoke spot: number 1\1A E. Running amps NA FLA F. Flame safeguard: microamps 1' .A . G. High limit control OK? Yes No H. Flame failure shutoff OK? Yes No I. Ignition failure check OK? Yes No IX. Have all electronic or electrical controls been checked, adjusted, and tested for proper operation per the installation and maintenance bulletins? Yes N X. MAINTAINING MICROTECH CONTROL PARAMETER RECORDS Alter the unit Is checked, tested, and started and the final control parameters are set, record the final settings. Keep these records on file and update whenever changes to the control parameters are made. Keeping a record facilitates any required analysis and troubleshooting of the .N A system opera n and facilitates restoration after a controller replacement. Signature: syrn Startup date: ) g 1 t L RETURN COMPLETED FORM TO: McQuay International Warranty Department.13600 Industrial Perk Boulevard, Minneapolis, MN 55441 Please list any additional comments that could affect the operation of this unit e.g., shipping damage, failed components, adverse installation applications, etc, on a separate sheet and attach to this form. Rooftop Equipment Warranty Regist. Form McOuav Air Conditioning Rooftop Equipment Warranty Regist. Form To comply with the terms of McQuay Warranty, complete and return this form within 10 days to McQuay, Warranty Department Check, test, and start procedure for RoofPak roof mounted air conditioners with or without haat recovery and roof mounted air handlers. Job Name: Boelk 0 Lj Q1 ' la O Installation address: 411. City: �ii'n k4•\' Purchasing contractor: City: 114 VI u t. Name of parson doing start -Up (print) Company name Address City/State/Zip Unit model number., t'� �*► Compressor 1 model number: Compressor 2 model number. Compressor 3 model number: Compressor 4 model number: Compressor 5 modal number. Compressor B model number. Circle Yes or No. If not applicable to the type of unit, circle N/A. 1. INITIAL CHECK A. Is any shipping damage visible? B. Are fan drives properly aligned and belts properly adjusted? C. Tightened all setscrews on pulleys, bearings and fans? I. \ } •• r 1 6. • McQuay,G.O. No.; E. 2_18ct (<5A & tib $tate' L ).t4 State: kAhsv 1 • Nfl Unit serial number: Serial number: Serial number: Serial number: Serial number: Serial number. Serial number: Yes N/A No N/A Yea No N/A D. Have the hold-down bolts been backed off on sprang mounted fan isolators? es No N/A E. Do fans turn freely? MO No N/A F. Has the discharge static pressure reference -line been properly located within the building? Yes No NJA G. Electrical service corresponds to unit nameplate? Yes No N/A Volts 6 Hartz 60 Phase 3 H. Is the main disconnect adequately fused and am fuses installed? Ca No N/A I. Are crankcase heaters operating, and have they been operating 24 hours prior to start-up7 Yes No r11 .)1 J..Are all electrical power connections tight? (Check compressor electrical box.) 0° No N/A K. Is the condensate drain trapped? Yes No II. FAN DATA A. Check rotation of supply fan? ? No N/A B. Voltage at supply fan motor: 1-2 t B1. V 2-3 V 1 � V C. Supply fan motor amp draw per phe - e: LQ O L2 L3 D. Fuse sizes: 45A L }� E. What is the supply fan'rpm? 1,4 F. Check rotation of return fan? G. Voltage at return fan motor: `I I. Fuse Stites:,, J. What is the return fan rpm? K Record supply static pressure at unit: inches of H2O 1-241. I v 2-3, 442- v fan motor drew 1-3444 V No N/A H. Returnamp per phase* L1 L2 L3 L. Record return static pressure at unit (with outside air dampers closed) inches of H2O 111. START-UP COMPRESSOR OPERATION A. Do compressors have holding charges? Circuit #1 Yes Circuit #2 Yes B. Backseat discharge, suction (sizes 115 to 135C only), and liquid line valves? Yes C. Are compressors rotating In the right direction? Yes D. Do condenser fans rotate In the right direction? Yes No No NO No No Rooftop Equipment Warranty Regist Form Warranty Registration Form (continued) E. Ambient temperature 1 [ °F F. Oil safety control time delay (sizes 115 to 135C only): Compressor #1 MA. sec. Compressor #3,_ .&. sec. Compressor #2sec. 'Nit Compressor #4 14, P sec. G. Copnpressor lockout timers function? Yes No N/A H. FanTrolfunctions: TC13 NJ\ TC14 IJA I, Part winding start time functions (sizes 115 to 135C option only)_ Compressor. TD1 IQR _ TD2 1.i%1 Supply fan: TD9 iNtik Return fan: TD1g IAA J. Does unit start up and perform per sequence of operation? Yes .No N/A h IV. PERFORMANCE DATA TD3 A. Compressor voltage across each phase: B. Compressor amperage of fully loaded compressor: Phase 1,a Phase 1 MA Phase 1 Phase 1 Compressor #1 Compressor #2 Compressor #3 Compressor #4 Compressor #5 Compressor #8 C. Low pressure cut-out: Low pressure cut -in: D. High pressure cut-out NA Phase 1 1r1A. Phase 1 t...1A circuit.' ]Nn Circuit 1 1�fk Circuit 1 NJ# 1-2 NUA V Phase 2 __,_., Phase 2 NA Phase 2 Nock NA Phase 2 Phase 2 Phase 2 psig psig Pai9 Circuit 1 Circuit 1 Circuit 1 Circuit 1 E. Discharge pressure, one compressor: - Discharge pressure, fully loaded, 2-3 compressors: F. Suction pressure, one compressor. Suction pressure, fully loaded, 2-3 compressors: Liquid press, fully loaded, 2-3 compressors (at liquid line shutoff valve): Liquid temperature, fully loaded, 2-3 compressors: G. System oil pressure (oil pressure -suction -net oil press (on four-0ompressor uni s,.indlceta for each compressor) H. Suction line temperature: °F I. Superheat: QA, °F J. Subcooling: lq A of K. Is the liquid in the line sightgtass clear and dry? Circuit 1 Circuit 1 A ?�lA 2-3 iq Ar v • 1-3 'KA V Phase 3 1.1A Phase 3 ktik Phase 3 Wk Phase 3 1;(A Phase 3 JIA Phase 3 VA Circuit 2 14 A psig Circuit 2 11 A psig circuit 2 Ni P psig Y, psig Circuit 2 int N psig Pa19 Circuit 2 Up,- psig psig Circuit 2 1N4R psig pslg Circuit 2 MA psig psig Pai9 urs): ' Circuit 1 psig 1%4J °F 1.�J\ °F 1,jA °F Circuit 2 Circuit 2 ij A psig Pai9 Circuit 2 4 A psig L Does the hot gas bypass valve function properly? M. At what suction pressure does the hot gas bypass valve open? N. Record discharge air temperature at discharge of unit: O. Are all control lines secure to prevent excessive vibration and wear? P. Are all gauges shut off and valve caps and packinge tight after start-up7 V. ELECTRIC HEAT CHECK, TEST 8, START A. Electrical heat sarvice corresponds to unit nameplate? Yes Volts 4 T P b Hertz (e b o B. Ara there any signs hysical damage to the electric heat coils C. Have all electrical terminals been tightened? Lk Pig gik psig °F Yes No Yes No Yes Yes Phase D. Does sequence controller stage contactors property? E. Electric heater voltage across each phase: F. Amp draw across each phase at each heating stage: Phase L1: Stage NA Phase l2: Phase L3 G. FLA: L1 ).-kP, Stage 2 • Yes Yes Yes Stage 3 IUA L1 1.2 NF1 L3 MR (� A L2 . F\ L3 Stage 4 �i� Stage 5 NA No Ca' No e No pA No No No Stage 8 H. Operate electric heat with fans off. Electric heat must cycle on high limit control Yes N 14.1 Rooftop Equipment Warranty Regist. Form Warranty Registration Form (continued) VL GAS & OIL BURNER CHECK. TEST, & START Specifications: For gas, see Forced Draft Gas Burner Installation and Maintenance Bulletin. For oil; see 011 Fired Furnace Installation and Maintenance Bulletin. A. (GLOW Vtl)l ornaprI iei IM. 11 A • -- -- - B. (Gas/On) Burner model no. 1\i f Serial no. i i k C. (Gas) Type filing: Single NA Stage two NA Stage modulation 1,1 A D. (Oil) Type •tiring start Full fire start )1 A Low fire start1<1A E., (Gas) Rated firing rate; SIA MBH input F. (Oil) Rated firing rate: AAAGPH, #2 fu$I oil C. (Gas/Oil) Altitude: ft above sea level H. Is there a circulating tank? Yes No N/A VII. GAS BURNER CHECK, TEST, & START A. Input: NA. CFH B. Gas pressure at burner: NIA inches we C. CO2; JL4 °k D. CO2: /44, % E. Pilot flame only: /4 yk microamps (steady at low fire) F. Hot Tap -gas pressure; .N.A inches wo G. Motor only/burner: FLA 7Ni tk running amps H. High limit control OK? Yes I. Flame safeguard: N/2.1 microamps J. Flame failure shutoff • seconds K Airswitch OK? Yes No L High Gas Pressure Switch OK? Yea No M. Low Gas Pressure Switch OK? Yes No N. Main Gas Valve Close -off OK? Yes No VIII. OIL BURNER CHECK, TEST & START , 1 �I A. Nozzle(s): Type/manufacturer ►y GPH• NA Angle I A Pattern manufacturer 14A B. Nozzle pressure; 1,4A psi C. Got: ; ' 1 • % D. Smoke spot number 'MA E. Running amps NA- FLA F. Flame safeguard: microamps 'MA C. High limit control OK? Yes ' No H. Flame failure shutoff OK? Yes No I. Ignition failure check OK? Yes No IX. Have all electronic or electrical controls been checked, adjusted, and tested for proper operation per the Installation and maintenance bulletins? Yes No X. MAINTAINING MICROTECH CONTROL PARAMETER RECORDS After the unit Is checked, tested, and started and the final control parameters are set, record the final settings. Keep these records on file and update whenever changes to the control parameters are made. Keeping a record facilitates any required analysis and troubleshooting of the system operatl n and facilitates restoration after a controller replacement. Signature: Startup date: RETURN COMPLETED FORM TO: McQuay International Warranty Department. 13600 Industrial Park Boulevard, Minneapolis, MN 55441 Please Get any additional comments that could affect the operation of this unit; e.g., shipping damage, failed components, adverse installation applications, etc., on a separate sheet and attach to this form. -eyse Z M O\--o `S - IZA.cAb. c.cven-e. bex_c\4G 45K. Wco-Q C,om\-Z cke v.(1s‘f ckuve:-n -eW $VsoL5 ck pct c�H-ens c o-‘ (\ncA-oc co ,pc,cktnvcnvs Se* 09 VFX Q a.ta,mJe.--e r 5 4;.c" 'o vc \s pvr' Con kro( c oeve- R.y C e t PAS /TP Rooftop Equipment Warranty Reglst. Form IVIcaucri AiYCOridilioning Rooftop Equipment Warranty Regist. Form To comply with the terms of McQuay Warranty, complete and return this form within .10 days to McQuay, Warranty Department Check, test, and start procedure for RoofPak roof mounted air conditioners with or without heat recovery and roof mounted air handlers. Job Name: I.O 5 R' is C Installation address: q12 -- City: 5 Purchasing contractor: City: Name of person doing start-up (print) Company name Address r 1• ea r City/State/Zip Unit model number-� — 1\1 Compressor 1 modal number: Compressor 2 model number. Compressor 3 model number: Compressor 4 model number: Compressor S modal number Compressor a model number. Serial number: Circle Yes or No. If nut applicable to the type of unit, circle N/A. 1. INITIAL. CHECK A. Is any shipping damage visible? Yes B. Are fan drives properly aligned and belts properly adjusted? C. Tightened all setscrews on pulleys. bearings and fans? No D. Have the hold-down bolts been backed off on spring mounted fan isolators? es No E. Do cans tum freely'? No F. Has the discharge static pressure reference -line been properly boated within the building? Yes No G. Electrical servloe corresponds to unit nameplate? No Volts b Heitz (00 Phase 3 H. Is the main disconnect adequately fused and am fuses installed? Ye No N/A I. Are crankcase heaters operating, and have they been operating 24 hours prior to start-up? Yes No 1 J. .Are of electrical power connections tight? (Check compressor electrical box.) Y No N/A • K. Is the condensate drain trapped? Yes No II, FAN DATA A. Cheek rotation of supply fan? B. Voltage at supply fan motor 1-2 t 81, , V 2-3 Leo V 1 • McQuay, G.o. No.; e.b 218C1(pA lb() state: l.. , State: to/A Unit serial number Serial number: Serial number: Serial number. Serial number. Serial number. Yw No N/A N/A N/A N/A NIA N/A C. Supply fan motor amp draw per phe e: D. Fuse sizes: y E. What is the supply fan 'rpm? F. Check rotation of return fan? G. Voltage at return fan motor: [I 1 -)TJ V No N/A LQ&'L2 L3 GP74 CUi ,t 1-2 Lf I I V 2-3 I_ Z V 1-3 1444 V H. Return fan motor amp draw per phase: 1. Fuse sizes: AZ-pir 4rts J. What is the return fan rpm? K. Record supply static pressure at unit: inches of H2O No N/A RECE#VEDL2 L3 CITY OF j c JUN 3 0 2014 L. Record return static pressure at unit (with outside air dampers dosed) inches of H2O Ill. START-UP COMPRESSOR OPERATION PERMIT CENTER A. Do compressors have holding charges? Circuit #1 Yes No Circuit Yes No ( A Yes No B. Backseat discharge, suction (sizes 115 to 135C only), and liquid line valves? C. Are Compressors rotating In the right direction? D. Do condenser fans rotate In the right direction? Yes No Yes No Warranty Registration Form (continued) E. Ambient temperature 1 I °F F. Oil safety control time delay (sizes 115 to 135C only): Rooftop Equipment Warranty Regist Form Compressor #1 'NA sec. Compressor #3,_ . sec. Compressor #2sec. 'Nit Compressor #4 le..A sec. Q Cgfnpressor lockout timers function? Yes No N/A H. FanTrol functions: TC13 TC14 J I. Part winding start time functions (sizes 115 to 135C option only): Compressor. TD1! TD2 N pt Supply fan: TD9 _NA Return fan: TD19 jai 4 J. Does unit start up and perform per sequence of operation? IV. PERFORMANCE DATA A. Compressor voltage across each phase: B. Compressor amperage of fully loaded compressor: Compressor #1 Phase 1 N,A. Compressor #2 Phase 1 'p i A Compressor #3 Phase 1 14A Compressor #4 Phase 1 Compressor #5 Compressor #8 Phase 1 'NA C. Low pressure cut-out Circuit 1 1 Low pressure cut -in: Circuit 1 1y1k D. High pressure cut-out Circuit 1 NA E. Discharge pressure, one compressor: Discharge pressure, fully loaded, 2-3 compressors: F Suction pressure, one Compressor. Suction pressure, fully loaded, 2-3 compressors: Liquid press, fully loaded, 2-3 compressors (at liquid line shutoff valve): Liquid temperature, fully loaded, 2-3 compressors: G. System oil pressure (oil pressure -suction -net oil press (on fotir,compressor unitS,.indlcete for each compressor) H. Suction line temperature: °F I. Superheat: 1.1,PF °F J. 5ubcooling: 1%) .FS °F K. Is the liquid in the line sightglass clear and dry? L Does the hot gas bypass valve function property? M. At what suction pressure doss the hot gas bypass valve open? N. Record discharge air temperature at dachar a of unit: NA °F r^�a 0. Are all control lines secure to prevent excessive vibration and wear? Yee No VaIIEV P. Are all gauges shut oft and valve caps and packings tight after start-up7 Yes No V. ELECTRIC HEAT CHECK, TEST & START �A' A. Electrical heat service corresponds to unit nameplate? Yes No ( Volts t.i.t V Hertz (6,b Phase B. Are there any signs o hysical damage to the electric heat coils C. Have all electrical terminals been lightened/ D. Does sequence controller stage contactors properly? E. Electric heater voltage across each phase: L1 js P.+ L2 A L3 F. Amp draw across each phase at each heating stage: • Tlict Phase 1 \A TD3 A TD4 Yes .No NIA 1-2A V 2-3 1.1 Ji___ V • 1.3 V Phase 2 Wt_ Phase 3 14A Phase 2 NA Phase 3 ktA Phase 2 NA - Phase 3 WA Phase 2. _ Phase 3 1../Pt Phase 2 NA Phase 3 SIA Phase 2 RA Phase 3 jJ,4 pslg Circuit 2 IA psig psig Circuit 2 1.4A psig pals Circuit 2 Njs, psig Circuit 1 1,4A psig Circuit 2 IA N pslg Circuit 1 _ )tA psig Circuit 2 .3 h' psig Circuit 1 ! 1A prig Circuit 2 NA psig Circuit 1 psig Circuit 2 NA psig Circuit 1 1.1A psig Circuit 1 1siA psig urs): Circuit 1 psig °F of Circuit 2 x R psig Circuit 2 VIA psig Circuit 2 psig psig g fi Pig Yes No Yes No Phase L1: Phase 12: Phase L3 Stage I NA Stage 2 Stage 3 Nis �l A Stag Stage 5 R Yes No Yes No Yee No Stage 6 G. FIA: LI 12 iJ A L3 N H. Operate electric heat with fans off. Electric heat must cycle on high limit control Yes N .I.Pidsh Ps 141 Rooftop Equipment Warranty Regist. Form Warranty Registration Form (continued) VL GAS & OIL BURNER CHECK. TEST, & START Specifications: For gas, see Forced Draft Gas Burner installation and Maintenance Bulletin. For of , see Oil Fired Furnace Installation and Maintenance Bulletin. A. (Gaa/Ol)fsenmosi nr,ty ,..,, i. A •–•— -- S. (Gas/On) Burner model no. N frt Serial no. Ti P • C. (Gas) Type firing: Single NA Stage two NA Stage modulation 'N A D. (O11) Type 'firing start Full fire start M A Low fire start 'NA E., (Gas) Rated firing rate; RA MBH input F. (Oil) Rated firing rate: ] I A GPH, #2 fuel oil C (Gas/Oil) Altitude: r�"/{, it above sea level H. Is there a circulating tank? Yes No N/A VII. GAS BURNER CHECK, TEST, & START A. Input•. NA' CFH B. Gas pressure at burner: 71A inches we C. CO2: 'MA % D. CO2: 14 E. Pilot flame only: !1 A microamps (steady at low fire) F. Pilot Tap -gas pressure; N A inches wo G. Motor only/burner: FLA >.JA running amps H. High limit control OK? Yes N • I I. Flame safeguard: 1\1 microamps J. Flame failure shutoff CRNA. seconds Yes No L High Gas Pressure Switch OK? Yes No M. Low Gas Pressure Switch OK? Yes No N. Main Gas Valve dose -off OK/ Yes No VIII. OIL BURNER CHECK, TEST & START �I A A. Nozzle(s): Type/manufacturer R GPH. N A Angle 1, Pattern manufacturer )4 A B. Nozzle pressure: AtA psi C. CO2: ; ' 1411. D. Smoke spot number 'MA E. Running amps NA- FLA F. Flame safeguard: microamps 1 .A G. High limit control OK? Yes No H. Flame failure shutoff OK? Yes No I. Ignition failure check OK? Yes No IX. Have all electronic or electrical controls been checked, adjusted, and tested for proper operation per the Installation and maintenance bulletins? Yes No X. MAINTAINING MICROTECH CONTROL PARAMETER RECORDS After the unit Is checked, tested, and started and the final control parameters are set, record the final settings. Keep these records on file and update whenever changes to the control parameters are made. Keeping a record facilitates any required analysis and troubleshooting of the system operatl n and facilitates r?cJ) storation after a controller replacement. �' �] 1 Signature: T Startup date: `) Q1 I l'f . K Airswitoh OK? RETURN COMPLETED FORM TO: McQuay International Warranty Department. 13800 Industrial Park Boulevard, Minneapolis, MN 55441 Please list any additional comments that could affect the operation of this unit; a.g., shipping damage, failed components, adverse installation applications, etc., on a separate sheet and attach to this form. U-aCo-c) Co vv� c CC cycvt\:k Cik rcvn S'n18 Ck pct U3C0'-e-C Cowgorttn-ch'-S Se* 09 V F9 Va-coorr.e-Le oK\-1/4-t-0s p_,r con Vro( Cork e T 1v\S ITP f Rooftop Equipment Warranty Reg1st. Form mcouaye Air Conditioning Rooftop Equipment Warranty Regist. Form To comply with the terms of McQuay Warranty, Complete and return this form within 10 days to McQuay, Warranty Department Check, test, and start procedure for RoofPak roof mounted air conditioners with or without heat recovery and roof mounted air handlers. Job Name:.1 O ot" 1a 0 Installation address: crZ" City: + Purchasing contractor: 1' r b / _ MIA C. • City: .� w + Y. Name of parson doing start-up (print) Company name Address City/State/Zlp Unit model number: 0 f j tib ( Unit serial number: Compressor 1 modal number: Serial number: rt J� ■ Compressor 2 model number: Serial number: Compressor 3 model number: Compressor 4 modal number: Compressor S modal number: Compressor B model number 'K Circle Yes or No. If not applicable to the type of unit, circle WA. I. INITIAL CHECK A. Is any shipping damage visible? B. Are fan drives properly aligned and belts properly adjusted? C. Tightened all setscrews on pulleys, bearings and fans? D. Have the hold-down bolts been backed off on spring mounted fan isolators? E. Do fans turn freely? F. Has the discharge static pressure reference -line been properly located within the building? G. Electrical service carresponds to unit nameplate? Volts Lii0 6 Hem ( 0 Phase 3 H. Is the main disconnect adequately fused and are fuses installed? Ye No N/A I. Are crankcase heaters operating, and have they been operating 24 hours prior to start-up? Yes No 11 J. Are all electrical power connections tight? (Check compressor electrical box.) Y No N/A K. Is the condensate drain trapped? Yes No McQuay G.O. No.: -.b Z\BC\ 1pA ESA i tl) State:\l ). State: WI\ Serial number: Serial number: Serial number: Serial number: Yes gat Yes No No No No No No N/A N/A N/A N/A N/A N/A II. FAN DATA A. Check rotation of supply fan? B. Voltage at supply fan motor; 1-2 t B10 , V C. Supply fan motor amp draw per phe D. Fuse suss: E. Whet is the supply fan' rpm? F. Check rotation of return fan? G. Voltage at return fan motor: 2-3a .V1 jI V it No N/A LOY L2 L3 0211 II 210 't 1-2 4in V 2-3.±12--, V 1-3 1444 V No N/A H. Return fan motor amp draw per phase: �FCE11/Li 12 C� , f L3 •1. Fuse sizes: a . �+ 1 J. what is the urn fan rpm? Y OF TUKWILA WWII K. Record supply static pressure at unit: inches of Hyo L. Record return static pressure at unit (with outside air dampers dosed) inches of t.LdN 3 0 2014 Ill. START-UP COMPRESSOR OPERATION A. Do compressors have holding charges? PERMIT CEt TLffil No Circuit #1 Circuit #2 Yes No Yes No Yes No Yes No B. Backseat discharge, suction (sizes 115 to 1350 only), and liquid line valves? C. Are Compressors rotating In the right direction? D. Do condenser fans rotate In the right direction? Warranty Registration Form (continued) E. Ambient temperature 1 1 °F F. Oil safety control time delay (sizes 115 to 135C only): Compressor #1 1,.111k sec. Compressor #3 14A sec. Compressor #2sec. 'NA Compressor #4 1d h sec. Q Cofnpressor lockout timers function? Yes No NIA H. FanTrol functions: TC13 TC14 VA I. Part winding start time functions (sizes 115 to 135C option only): Compressor. TD1 N P' TD2 N A TD3 j( A Supply fan: TD9 i'1A Return fan: TD19 1.1 J. Does unit start up and perform per sequence of operation/ PERFORMANCE DATA A. Compressor voltage across each phase: B. Compressor amperage of fully loaded compressor. Phase 1 )4,'i Phase 1 MA Phase 1 1•1A Phase 1 "OAS Phase 1 NA. Phase 1 1.1A Circuit 1 1 IV. Rooftop Equipment Warranty Regist Form Compressor #1 Compressor #2 Compressor #3 Compressor #4 Compressor #5 Compressor #8 C. Low pressure cut-out Low pressure cut -in: D. High pressure cut-out TD4 �i>4 Yes ..No NIA 1-2 Ni A V 2-3 1-4 P V. Phase 2 Ws. 'Phase 3 14A Phase 2 KA Phase 3 Phase 2 )~1A Phase 3 WA Phase 2. ts4,8, Phase 3 Kit Phase 2 NA Phase 3 JJA Phase 2 N A Phase 3 w4 psig Circuit 2 f'k A Circuit 1 OA Circuit 1 ' —VA, E. Discharge pressure, one compressor: Discharge pressure, fully loaded, 2-3 compressors: E Suction pressure, one compressor Suction pressure, fully loaded, 2-3 compressors: Liquid press, fully loaded, 2-3 compressors psig Circuit 2 psig Circuit 2 Circuit 1 psig Circuit 1 _ 'k A psig Circuit 1 MA prig Circuit 1 i _ _ psig (at liquid line shutoff valve): Circuit 1 14.A Liquid temperature, fully loaded, 2-3 compressors: Circuit 1 'MA G. System oil pressure (oil pressure -suction -net oil press (on four compressor und6,.indlcate For each compressor) H. Suction' line temperature: °F I. Superheat: 1.IA °F J. Subcooling: 'N) °F K. Is the liquid in the line sightglass clear and dry? L Does the hot gas bypass valve function properly? psig psig ure): ' Circuit 1 ` psig *Nth *N°F °F of LIA 1-3 �•.i /�' V psig psig Plug Circuit 2 ' Q< psig Circuit 2 34 ▪ Ps19 Circuit 2 14A psig Circuit 2 1%111, psig Circuit 2_JJ A psig Circuit 2 VIA f psig psig Circuit 2 1 M. At what auction pressure does the hot gas bypass valve open? N. Record discharge air temperature at discharge of unit: r�^^.�. O. Are all control tines secure to prevent excessive vibration and wear? Yee No Va11A� P. Are all gauges shut off and valve caps and packings tight after start-up? Yes No la.l V. ELECTRIC HEAT CHECK, TEST & START . A' A. Electrical heat service corresponds to unit nameplate? Yes No Voltsil4b Hertz `Y C7 Phase 5. Ara there any signs o?hyslcal damage to the electric heat coils Yes No C. Have all electrical terminals been tightened/ Yes .No D. Does sequence controller stage contactors properly? Yes No E. Electric heater voltage across each phase: t'Ailc L1 l`i r' L2 t4 A L3 F. Amp draw across each phase at each heating stage: ilk Psig Na °F t`■ \ Psi9 Yes No Yes No Phase L1: Phase 12: Phase L3 Stage 1 NA Stage 2 Stage 3 A Stagf Stage 5 Stage 8 NA M1+ G. FLA: L1 1.1& L2 N A L3 N P H. Operate electric heat with fans off. Electric heat must cycle on high limit control Yes N -a-^-----,\I •/f0 /f 141 Rooftop Equipment Warranty Regist. Form Warranty Registration Form (continued) VL GAS & OIL BURNER CHECK. TEST, & START Specifications; For gas, see Forced Draft Gas Burner installation and Maintenance Bulletin. For olio see On Fired Furnace Installation and Maintenance Bulletin. A. (Gaa/01)fvmrcai ns.J. ,..... I A •—•— -- B. (G0e/0il) Burner model no. Serial no. 1\1 fit C. (Gas) Type firing: Single Stage two N,/} Stage modulation • D. (Oil) Type•firing start Full fire start M A Low fire start TaA E., (Gas) Rated firing rate: NA MBH input F. (Oil) Rated firing rate: f l A GPH, #2 fuel oil G. (Gas/O11) Altitude: '.U\ ft. above sea level H. Is there a circulating tank? Yes No N/A VII. GAS BURNER CHECK, TEST, & START A. Input f± CFH B. Gas pressure at burner: Tfpt inches wo C. CO2: D. CO2: % . E. Pilot flame only: 14yl microamps (steady at low fire) F. Pilot Tap -gas pressure; N Irl inches we G Motor only/burner: FLA /a}41/4 running amps H. High limit control OK/ Yes N • I. Flame safeguard: Pt microamps J. Flame failure shutoff • N.tk. seconds K. Airswitoh OK? Yes No L High Gas Pressure Switch OK? Yes No M. Low Gas Pressure Switch OK? Yes No N. Main Gas Valve Close -off OK/ Yes No VIII. OIL BURNER CHECK, TEST &START , ` A A. Nozzle(s): Type/manufacturer f"R GPH• N A Angle I �k Pattern manufacturer )4A B. Nozzle pressure: ANS psi C. CO2: ' D. Smoke spot number MA E. Running amps Nit FLA F. Flame safeguard: microamps O High limit control OK? Yes No H. Flame failure shutoff OK? Yee No I. Ignition failure check OK? Yes No IX. Have all electronic or electrical controls been checked, adjusted, and tested for proper operation per the Installation and maintenance bulletins? Yes No X. MAINTAINING MICROTECH CONTROL PARAMETER RECORDS After the unit is checked, tested, and started and the final control parameters are set, record the final settings. Keep these records on file and update whenever changes to the control parameters are made. Keeping a record facilitates any required analysis and troubleshooting of the system operatl n and facilitates restoration alter a controller replacement. I l Signature: • i s rr l l J) 1 Startup date: 5) LI- N f N A RETURN COMPLETED FORM TO: McQuay International Warranty Department. 13600 Industrial Perk Boulevard. Minneapolis, MN 55441 Please list any additional comments that could affect the operation of this unit: e.g., shipping damage, failed components, adverse installation applications. etc., on a separate sheet and attach to this form. Rooftop Equipment Warranty Reglet Form McQuav Rooftop Equipment Warranty Regist. Form To comply with the terms of McQuay Warranty. complete and return this form within .10 days to McQuay, Warranty Department Check, test, and start procedure for RoofPak roof mounted air conditioners with or without heat recovery and roof mounted air handlers. Job Name: p,QPa f Scl' la Installation address: Ci1Z— City: Purchasing contractor: N.br htl VA A Z. City; P>•ti1-t \1 �.. Name of person doing start-up (print) Company name Address Air Condi►ionin9 McQuay GO. No.JE 2-\8Ct tpA 1.01 bb State:t t ).it t a '_A i 1 &A State: UA/f\ WIMP City/State/Zip Unit model number. f'�t4�,t9S - _ Unit serial number Compressor 1 model number:Serial number Compressor 2 model number. N. j . Serial number: Compressor 3 model number: ( Serial number: Serial number. Compressor 4 model number: Compressor 5 modal number: Serial number. Compressor B model number: ; Serial number: Circle Yes or No. If not applicable to the type of unit, circle WA. I. INITIAL ¢HECK A. Is any shipping damage visible? B. Are fan drives properly aligned and belts properly adjusted? No C. Tightened all setscrews en pulleys. bearings and fans? No D. Have the hold-down bolts been backed off on spring mounted fan isolators? as No E. Do fans turn freety'' GP No F. Has the discharge static pressure reference -fine been properly located within the building? Yes No G Electrical servloe corresponds to unit nameplate? Yes No Vella b Hartz (47 0 Phase 3 H. Is the main disconnect adequately fused and are fuses installed? Ye No N/A I. Are crankcase heaters operating, and have they been operating 24 hours prior to start-up? Yes Nof j ) J. .Are ell electrical power connections tight? (Check cornpreesor electrical bbrc.) 4C1 No N/A K. Is the condensate drain trapped? Yes No II. FAN DATA A. Check rotation of supply fan? � B. Voltage at supply fan motor: 1-2 t8(J V 2-3 'Atte] V 1 _ V C. Supply fan meter amp draw per pha�je: D. Fuse sizes: 45A '4'C) I E. Whet is the supply fan'rpm? PI 8 F. Check rotation of return fan? G. Voltage at return fan motor: 1-2 44 I V 2-3 4-12- V 1-3 044 v L1 L2 L3 aCt19.tta.0 Yes N/A N/A N/A NIA N/A N/A No N/A 1101.2 L3 0214 No NIA H. Return fan motor amp draw per phase - t. Fuse sizes: o F(� J. What is the return fan rpm? K. Record supply static pressure at unit: L. Record return static pressure at unit (with outside air dampers closed) . inches of 1120 ill, START-UP COMPRESSOR OPERATION A. Do compressors have holding charges? Circuit #1 : Yes No Circuit Yes No B. Backseat discharge, suction (sizes 115 to 135C only), and liquid line valves? Yes No C. Are compressors rotating In the right direction? Yes No D. Do condenser fans rotate In the right direction? Yes No inches of H2O Rooftop Equipment Warranty Rogiet. Form Warranty Registration Form (continued) E. Ambient temperature 1 t °F F. Oil safety control time delay (sizes 115 to 135C only): Compressor #1 *-.),A sec. Compressor #3_14.#__ sec. Compressor #2sec. 'MA Compressor #4 to A sec. G Cofnpressar lockout timers function? Yes No WA H. FanTrol functions: TC13 TC14 I. Part winding start time functions (sizes 115 to 135C option only): Compressor TDI 1%...116% TD2 N A TOS MA TD4 PA Supply fan: TD9 _NA Rehm fan: TD1 g M A J. Does unit start up and perform per sequence of operation? Yes No N/A IV. PERFORMANCE DATA A. Compressor voltage across each phase: 1-2�A V 2-3 141 k V • 1-3 "NA V B. Compressor amperage of fully loaded compressor:' Compressor #1 Phase 1 Rd Phase 2 1\1A. 'Phase 3 MA Compressor #2 Phase 1 t to Phase 2 10 Phase 3 Compressor #3 Phase 1 OA . Phase 2 NA Phase 3 WA. compressor 14 Phase 1_14 Phase 2. NA Phase 3 1.0 Compressor #5 Phase 1 1JA' Phase 2 )+1A Phase 3 _ Compressor #8 Phase 1 1.1A Phase 2 NA Phase 3 VA C. Low pressure cut-out: Circuit 1 14A • psig Circuit 2 N A psig Low pressure cut -in: Circuit 1 NIA psig Circuit 2 , 1.1 A psig D. High pressure cut-out Circuit 1 )>J pig ,, Circuit 2 N P psig 1 E. Discharge pressure, one compressor: Circuit 1 1`" A psig Circuit 2 A (t pale Discharge pressure, fully loaded, 2-3 compressors! Circuit 1 A psig Circuit 2 psig k F. Suction pressure, one compressor.Giraik i ! A psig Circuit 2 A4A psig Suction pressure, fully loaded, 2-3 compressors: Circuit 1 MA psig Circuit 2 is psle Liquid press, fully leaded, 2-3 compressors (at liquid line shutoff valve): Circuit 1 • 'p,, A psig Circuit 2 is.) A psig liquid temperature, fully loaded, 2-3 compressors: Circuit 1 NIA pig Circuit 2 %.1 J psig G. System oil pressure (oil pressure-sucilon•net oil pressure): • (on four,compressor units,.indlcate for each compressor) Circuit 1 A psig Circuit 2_11A_ psig H. Suction Zine temperature: +' °F .N 4 °F I. Superheat 1.1,E °F �►it °F J. Subcooling: 'Nq A °F 1,1A °F K. Is the liquid in the line slghtglass clear and dry? Yes No ' L Does the hot gas bypass valve function property? Yes • No (17:x► M. At what auction pressure does the hot gas bypass valve open? Pk psig 1.4 A psig N. Record discharge air temperature at dacheree of unit: IdA °F r^� O. Are all control lines secure to prevent excessive vibration and wear? Yee No VauErJ P. Are all gauges shut off and valve caps and packings tight after start-up? Yes No V. ELECTRIC HEAT CHECK, TEST & START . (��� A. Electrical heat service corresponds to unit nameplate? Yee No `� Volts 141,4) Hertz (e (j Phase B. Are there any signs hyslcal damage to the electric heat coils Yes No C. Have all electrical terminals been lightened" Yes No D. Does sequence controller stage contactors property?Yet No w ✓� E. Electric heater voltage across each phase: 4. L1 i l Ps L2 1v Al L3 .• . F. Amp draw ticme@ each phase at each heating stage: Stage 1 Stage 2 Stage 3 Stage 4 Phase L1: rJ A NA N Phase L2; i —. —.. Phase L3 ` Stage 5 Stage 8 1 NA G. FLA: L1 )4A t2 iJ A L3 hi A H. Operate electric heat with fans off. Electric heat must cycle on high limit control Yes N 141 Rooftop Equipment Warranty Regist. Form Warranty Registration Form (continued) VL GAS & OIL BURNER CHECK. TEST. & START Specifications: For gas, see Forced Draft Gas Burner Installation and Maintenance Bulletin. For oft, see 011 Fired Furnace installation and Maintenance Bulletin. A. (Gu/OI)-r.,.erniwa:s A •—•— -- B. (Gas/Oil) Rumor modal no. NA Serial no. ij,t • C. (Gas) Type firing: Single .NA Stage two NA Stage modulation N A D. (Oil) Type'firing start Full fire start U A Low fire start1s1A E., (Gas) Rated firing rate: MA MBH input F. (Oil) Rated filing rate: A GPH, #2 fuel oil G (Gas/011) Altitude: i It above sea level H. Is there a circulating tank? Yes No N/A VII. GAS BURNER CHECK, TEST, a START a input: Nret. CFH B. Gas pressure at burner: 'KA inches wc C. CO2: ALA 96 D. CO2: 1 96 E. Pilot flame only: 1171 microamps (steady at low fre) F. Pilot Tap -gas pressure; N A inches wc G. Motor only/burner: FLA , _ running amps H. High limit control OK? Yes N • I. Flame safeguard: N Pc microamps J. Flame failure shutoff seconds K Airswitrh OK? Yes No L High Gas Pressure Switch OK? Yes No M. Low Gas Pressure Switch OK? Yes No N. Main Gas Valve saga -off OK'r Yes No VIII. OIL BURNER CHECK, TEST & START 1.J1% I n A. Nozzle(s): Type/manufacturer 1"R GPH• N A Angle N A Pattern manufacturer )4 A B. Nozzle pressure: MA psi C. CO2: . 1.iA • % D. Smoke spot number i\1A E. Running amps MA FLA F. Flame safeguard: microamps . G. High limit control OK? Yes ' No H. Flame failure shutoff OK?. Yes No I. Ignition failure check OK?, , , Yes No IX. Have all electronic or electrical controls been checked, adjusted, and tested for proper operation per the Installation and maintenance bulletins? X. MAINTAINING MICROTECH CONTROL PARAMETER RECORDS After the unit Is checked, tested, and started and the final control parameters are set, record the final settings. Keep these records on fde and update whenever changes to the control parameters are made. Keeping a record facilitates any required analysis and troubleshooting of the Yes No NIA system opera n and facilitates restoration after a controller replacement. Signature: eTJ j CD Startup date: 5) Q', 1 it RETURN COMPLETED FORM TO: McQuay International Warranty Department. 13600 Industrial Park Boulevard, Minneapolis, MN 55441 Please list any edcfitional comments that could affect the operation of this unit; e.g., shipping damage, failed components, adverse installation applications, etc., on a separate sheet and attach to this form. Project: Job #: EQUIPMENT PRE -START & START-UP CHECKLIST SUPPLY FAN START UP Fan Number: EFRH7 Area: Electcical room level 2 Date: Make Model Serial # Design Data Name Plate Data Greenheck SQ -95 -VG -6-X 13554517 HP Volts/Phase Full Load Amps (FLA) Design Data 1-4 120/1 3.9 Name Plate Data PRE -START-UP INSPECTION YES NA Mountings Checked (Shipping Bolts Removed) X Vibration Isolators Installed X Equipment Guards Installed X Plenums Clear and Free of Loose Material X Fans Rotate Freely X Fans, Motors & Linkages Lubricated X Fire & Balance Dampers Positioned X Electrical Connections Complete X Disconnect Switch Installed VFD Fuses Quantity X Overload Heaters in Place (Sized Correctly) X START-UP INSPECTION YES NA Fan Rotation Correct X Electrical Interlocks Verified X Supply Fan Interlock Verified X Vibration & Noise Level Acceptable X MEASURED VALUES Motor Amps L1-L2 121 Motor Volts Fan RPM Pre -Start -Up By: Aaron L1 1.0 Carter L2 L3 Date:6-10 Start -Up By:Aaron Carter Date: 6/10 Project: Job #: EQUIPMENT PRE -START & START-UP CHECKLIST FAN COIL Fan Coil Number: Area: (Date: Make Model Serial # Design Data Libert Mmd23cdp000a w.. , ;, " t ::. � ° '` \lame Plate Data Y13mb19640 Fan HP Volts/Ph Full Load Amps (FLA) Heater KW Design Data \lame Plate Data 1/5 hp 208/230 1.4 N/a PRE -START-UP INSPECTION Yes NA Mountings Checked (Shipping Bolts Removed) X Vibration Isolators Installed X Equipment Guards Installed X Pulleys Aligned and Belt Tension Correct X Plenums Clear and Free of Loose Material X =ans Rotate Freely X Electrical Connections Complete X Disconnect Switch Installed X Dverload Heaters in Place (Sized Correctly) X Temporary start-up filters installed X DX cooling coil clean and clear X :.ondensate pipe slope to drain X :.ondensate trap per design drawings X :,ondensate drains clear X Equipment labels installed X START-UP INSPECTION Yes — NA Vibration and noise level acceptable Yes =liters installed Yes Motor Amps 1.3 Motor voltage 208 =an RPM Na -leater Amps Na -eaters volts Na 3elts (Qty/Size) Na MEASURED VALUE =liter Type: pleated =filter Size: 16x20x4 =ilter Qty: 1 0, •a Pre -Start -Up By:Aaron Date:5-28 Start -Up By:Aaron Date:5-28 Project: Job #: EQUIPMENT PRE -START & START-UP CHECKLIST SUPPLY FAN START UP Fan Number:SF2A7 Area: Electcical room level 2 Date: Make Model Serial # Design Data Name Plate Data Greenheck SQ -95 -VG -6-X 13554517 HP Volts/Phase Full Load Amps (FLA) Design Data 1-4 120/1 1.2 Name Plate Data PRE -START-UP INSPECTION YES NA Mountings Checked (Shipping Bolts Removed) X Vibration Isolators Installed X Equipment Guards Installed X Plenums Clear and Free of Loose Material X Fans Rotate Freely X Fans, Motors & Linkages Lubricated X Fire & Balance Dampers Positioned X Electrical Connections Complete X Disconnect Switch Installed VFD Fuses Quantity X Overload Heaters in Place (Sized Correctly) X START-UP INSPECTION YES NA Fan Rotation Correct X Electrical Interlocks Verified X Supply Fan Interlock Verified X Vibration & Noise Level Acceptable X MEASURED VALUES Motor Amps L1-L2 121 Motor Volts L1 1.0 L2 L3 Fan RPM Pre -Start -Up By: Aaron Carter Date:6-10 Start -Up By:Aaron Carter Date: 6/10 :IA CO FILE COPY Permit NO. 1802 W Lake Sammamish PKWY SE Bellevue, WA 98008 Phone: 425-644-6400 Cell: 425-351-5999 BOEING BUILDING 9-120 AOE OFFICE MODERNIZATION AHURF5 ATTACHMENT FOR HOLADAY-PARKS, INC. STRUCTURAL CALCULATIONS NOVEMBER 04, 2013 JOB NO: 124-1317 EXPIRES I 1 - 2 7- .v.', i • REVIEWED FOR CODE COMPLIANCE APPROVED DEC 042013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 6 2013 PERMIT CENTER MVfrO2 • •. • • Proteot/Subtect eg NC' e? By • Sheet No. Date ))—!_7 Job No. • ) 24fr J.; (7 z4/if if J/ G-G,o07,1 .p 3 117 Protect/Subject By Shael Mo. Date Job No. ' • LATERAL DESIGN:.(IBC 2012, ASCE .7-10). WIND - BASIC WIND. SPEED EXP: "C" 110 MPH Iw = 1 .0 Kd= 0.9 (FIG. 26.5-1, ASCE 7-10) (TABLE 26.6-1, ASCE 7-10) • Kz = Kit= 1.09 1.0 UP TO 50' Gf= 0.85 (GUST FACTOR) q 0:00256 xKzxKztxKd qz = 30.4 PSF Cf x V^2 x I (EQ. 29:31) 1.3 (FIG. 29.5-1, ASCE 7-10, FOR MECHANICAL UNIT) = qzxGCrxAf GCr 1 9 (EQ. 29.5-2) FOR ROOF TOP STRUCTURE 57.74 Af UNIT. LENGTH (L)_ UNIT WIDTH (W) = . UNIT HIGHT (H) _ 39.67 8.8 7.0 FT SHORT DIREC TION: .LONG. DIRECTION:.. F wind 16,033 lbs F.wind = 3,569 lbs • 0 v he KI l Project/Subject /9.4" Z" ,0- G'///i -fes �if✓rs 9-) BY Sheet No. ,70 'Dat§ 1 l -� Job No. SEISMIC (2012 IBC) •.. F Fp Fp.(MAX) = Fp (MIN) = Ss S1 Sds .................... (0.4 1.25 g 0.50 g 1.25. g SITE CLASS "D" SDC = D Ap Sds Ap = ip = Rp = Sds Z/H = Wp = Wp/(Rp/Ip)) 2.5 1 9,889 lbs 6 1.25 1 I (1 15823 lbs 1.6 Sds.ip.Wp = 0.3 Sds.lp.Wp = CHECK UNIT STABILITY: • +2 (EQ. 13.3-1 31,646 lbs > Fp O.K. 5,934 lbs < Fp O.K. (WIND GOVERNS IN SHORT SHORT DIRECTION: F(W ND)= M (O.T.) = M(R) _ 0.9 M (R)= 16,033 lbs 56115 lbs -ft 69859 lbs -ft 62873 lbs -ft > M (O:T.) NO DIRECTIONS) . UPLIFT C Project/Subject /',''ter✓' By Sheer No. 4/2 Date). ) ! ).$ .� Job1� /4) (WO 3,7)4 a „ci a (05151?) Sg7A 4- .7)e,..f, )..k3 f te".10,/e-e7, (1449441," ,/ Aozv iz 134,,,Z)eor 5 )4 w- ;F:v (41).: 1/ F\r/fi:44‘e- • ......... Cr%,z0 .3% Project/Subject Date Job No. hePJ7 )24,,--)$2 j X3) 245 • 0 Project/Subject e -`/A/ p' ,9 - By Sneer No. Date Job No. ' www.hilti.us ompany: pecifier: ddress: Phone I Fax: E -Mail: r MI Profis Anchor 2.4.3 Page: 1 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 114) Effective embedment depth: he = 3.250 in., Nom = 3.625 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2013 1 5/1/2015 Proof: design method ACI 318 / AC193 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: IX x ly x t = 3.000 in. x 3.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) Profile: Round bars (AISC); (L x W x T) = 0.375 in. x 0.375 in. x 0.000 in. Base material: cracked concrete, 4000, fe' = 4000 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [Ib, in.Ib] • • a x Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor t c 12003.2009 Hilti AG, Ft. -9494 Scnaan Hill is a registered Trademark of Hilli AG, Schaen z6 www.hilti.us Profis Anchor 2.4.3 Allompany: pecifiier: IIIAddress: Phone I Fax: E -Mail: Page: 2 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 448 266 0 266 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (xly)=(0.000/0.000): 448 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load ;Y / Load Nua [Ib] Capacity 4,Nn [lb] Utilization (3N = Nua/$N,, Status Steel Strength* 448 8029 6 OK Pullout Strength* 448 4041 12 OK Concrete Breakout Strength** 448 1977 23 OK 41)' anchor having the highest loading "'anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value yi Nsteel Nua refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) Variables n Ase,rd [In•2] fora [psi] 1 0.10 106000 Calculations Nsa [lb] 10705 Results Nsa [lb] 10705 3.2 Pullout Strength fc Npn r; = Np.2500 2500 • Np5.ti Nua Variables fc [psi] zoo Calculations 2500 4steei 4, Nsa [Ib] Nua [lb] 0.750 8029 448 refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) N5.2500 flb] 1.265 ()Results N95t. [Ib] 6217 4915 (t)concrete Nan 1 flp] Nua 0.650 4041 448 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 HO AG, FL•9494 Schoen Hai is a registered Trademark of Hitt AG, Schaan www.hilti.us Profis Anchor 2.4.3 Sompany: pecifier: Phone I Fax: E -Mail: Page: 3 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 3.3 Concrete Breakout Strength ANc Ncb _ A NCO ired.N k0c.N kPcp,N Nb Ncb > Nua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) z ANco = 9 hef • • 1 Wec.N = (..1 4 2 eN 5 1.0 3 her Wed.N = 0.7 + 0.3 (1.5he1.5he ,J 1 5 1.0 y cp N = MAX Ca_min , 1.5hef1 5 1.0 Cac Cac Nb =ke1 \:hei Variables he [in.] 2.000 ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) ec},N [in.] ec2.N [in.] Ce mfn [in] IPC.N 0.000 0.000 3.000 1100 co [in.] kc i 7.500 17 1 Calculations ANc 36.00 Results No [Ib) 3041 ANco [In -2] 36.00 4conuete fc [psi[ 4000 Wecl,N fllec2N WCd.N CF,N Nb [Ib] 1.000 1.000 1.000 1.000 3041 Neb [Ib] 0.650 1977 Nua [Ib] 448 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Huh AG, FL -9494 Schaan Hilii is a registered Trademark of Hill, AG, Schaan www.hiiti.us Profis Anchor 2:4.3 ompany: pecifier: Address: Phone I Fax: E -Mail: Page: Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 4 4 Shear load Load Vua [Ib] Capacity ,V, [Ib] Utilization 0v = Vua/+V,, Status Steel Strength* 266 3572 8 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 266 4257 7 OK Concrete edge failure in direction y+** 266 993 27 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value Vsreel Vua Variables n refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-2) Ase.v [in.2] t.ta [psi] 1 0.10 106000 Calculations Vsa [Ib] 5495 Results Vsa [Ib] steel 4, Vsa [Ib] Vua [Ib] 5495 0.650 3572 266 •4.2 Pryout Strength _ (\/ANc 1/ 1 Vcp — kcp \ANtco tlretlN 'Itc.N 1$(cpN Nb.l [i Vcp > Vua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) Akio = 9 her 1 y/ec,N _ + 2 eN 5 1.0 3 her Wed,N = 0.7 + 0.3 Ca.min 5. 1.0 1.5he, yicpN = MAX('"",Cam1.5h1 c 1.0 Cac Cac Nb = kc i._ heir Variables ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) kg, hef [in.] ecl.N [in.] ec2.N [in.] Ca win [in.] 2 2.000 0.000 0.000 3.000 wc,N ca. [in.] kG le [psi] 1.000 7.500 17 1 4000 Calculations ANc [in.2] ANco [in.2] 1Pecl.N U1ec2,N Illed,N 36.00 36.00 1.000 1.000 1.000 Results Vcp [Ib] concrete d6 Vc2 Pb] Vua [Ib] III 6082 0.700 4257 266 Input data and results must be checked for agreement with the existing conditions and for plausibility( PROFIS Anchor I c) 2003-2009 Huh AG, FL -9494 Schaan Mt; h is a registered Trademark of Hitti AG, Sthaar, 1.000 Nb [lb] 3041 www.hilti.us ompany: pecifier: Address: Phone I Fax: E -Mail: t. Profis Anchor 2.4.3 Page: 5 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 4.3 Concrete edge failure in direction y+ Ucb - (Avco) Wed,V tilt V 1Jh,V llrparatlel,V VO Q Vcb > Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) z Avco = 4.5 tai 1 (1 + )1.0 3Cat - lllad,V = 0.7 + 0.3(1.5Cat) 5 1.0 _ U_ J I1.5calh, 1.0 Va 'Uh.V Vb / / `0.2 = ` 7 1 \ ic /1 \) ca.15 ` a ACI 318-08 Eq. (D-21) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) Variables cat [in.] cat [in.] ecv [in.] tyc.v ha [in.] 3.000 3.000 0.000 1.000 6.000 I, [in.] i da [in.] fc [psi] tirparauel.V 3.250 1.000 0.500 4000 1.000 • Calculations Avc [in.2] 27.00 Results Vcb [!b] 1419 Avco [in.2] Wec.V YVed.v tyn.V Vb [lb] 40.50 1.000 0.900 1.000 2365 Qconcrete 0.700 Vcb [Ib] Vua Pb] 993 266 5 Combined tension and shear loads [3N (3v r, Utilization }3N.v [%] Status 0.227 0.268 5/3 20 OK 13w= +I3 <=1 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The 4.) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength, Refer to your local standard. - Refer to the manufacturer's product literature for cleaning and installation instructions. Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! • Input oats and results must be checked for agreement with the erisung conditions and for plausibility! PROFIS Anchor ! c) 2003-2009 Hilti AG EL -9454 Schaan Rini is a registered Trademark of Hilii AG Schuss www.hilti.us (i6),Jr i rti) 104111.19,9 Profis Anchor 2.4.3 ompany: pecifier: Address: Phone I Fax: E -Mail: Page: 1 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 Specifiers comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Effective embedment depth: her = 3.250 in., h„om = 3.625 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2013 15/1/2015 Proof: design method ACI 318 / AC193 Stand-off installation: e, = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: lx x 1, x t = 3.000 in. x 3.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) Profile: Round bars (AISC); (L x W x T) = 0.375 in. x 0.375 in. x 0.000 in. Base material: cracked concrete, 4000, fb' = 4000 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) yes (D.3.3.6) .GeometrY [in.] & Loading [lb, in.Ib] • Z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hitti AG, FL -9494 Schaan Hilti is a registered Trademark of HuIll AG, Schwan www.hilti.us Profis Anchor 2.4.3 SCompany: Specifier: Address: Phone I Fax: E -Mail: Page: 2 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 110 295 0 295 max. concrete compressive strain: - max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 110 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load Load Nua [Ib] Capacity +Nn [Ib] Steel Strength` 110 8029 Pullout Strength* 110 1212 Concrete Breakout Strength* 110 593 e.anchor having the highest loading "'anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value Nee Nua refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) Variables n Ase.N [in.2] foto [psi] 1 0.10 106000 Calculations Nsa [Ib] 10705 Results Nsa [Ib] 10705 3.2 Pullout Strength ff N95 , = Np25oo 2500 • Npn.f, a Nua Variables fe [psi] 4000 Calculations 2500 1.265 410 Results Nnn,4 [Ib] 6217 4)steet 0.750 Nsa [Ib] Nua [Ib] 8029 110 refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-1) Np,2500 [lb] 4915 4)concrete 0.650 4seismic 0.750 Q nonduct is 0.400 Utilization oN = NasispNn 2 10 19 Non t. [tb] Nua [tb] 1212 110 Input date and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (C) 2003-2009 Hilti AG, FL -9494 Scnaan Hilli is a registered Trademark of Hilti AG, Schaan Status OK OK OK www.hilti.us Profis Anchor 2.4.3 ompany: pecifier: Address: Phone I Fax: E -Mail: Page: 3 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF5G Attachment Date: 11/4/2013 3.3 Concrete Breakout Strength ANc Nth — (At co) yed,N IIIc.N Urcp.N Nb yt No a Nua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 het Wac.N = (1+1 2 eN 5 1.0 3 her 4lea.N = 0.7 + 0.3 (.SCa.minh5 1.0 er rVcpN = MAX(Ca—min 1.5het) 1.0 \_Cac ' Cac / Nb = kc %. dfc hei5 • ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables her [in.] ed,.N [in.] ecz.N [in.] ca.m;n [in.] `11.E.112.000 0.000 0.000 - 3.000 1.000 c55 [in.] kc ? fo [psi] • 7.500 17 1 4000 Calculations ANc [In 2] 36.00 Results Nth [Ib) 3041 ANco [in.2] 36.00 0.650 Wec1.N Wec2.N 1.000 1.000 4acisrnic 0.750 Qnonductile 0.400 eA.N 1.000 4) No [Ib] 593 1.000 Nua [Ib] 110 Nb [Ib] 3041 Input data and results must oe chocked for agreement with the exisrino conditions and for plaus bilityl PROFIS Anchor (c) 2003-2009 Hini NG, FL -9494 Schaan Hilti is a registered Trademark of Hilt, AG, Schaan www.hilti.us ompany: pecifier: Address: Phone I Fax: E -Mail: 11101111116,191 Profis Anchor 2.4.3 Page: 4 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 4 Shear load Load V„a [Ib] Capacity +Vn [Ib] Utilization [3v= Vua/+Vn Status Steel Strength" 295 3572 9 OK Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength'" 295 1277 24 OK Concrete edge failure in direction y+"~ 295 298 99 OK " anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength Vseis = ESR value refer to ICC -ES ESR -1917 b Vsteel z Vua ACI 318-08 Eq. (D-2) Variables n Aso/ [in.2] luta [Psi] 1 0.10 106000 Calculations Vsa [Ib] 5495 Results V. [Ib] 4steet Q V. [lb] Vua [Ib] 5495 0.650 3572 295 •4.2 Pryout Strength _ 11r/l ANc\) 1 VcP kcP \ANco/ yred.N tic.N Vicp:N N] 4 Vcp z Vua AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc° = 9 her \ 4Jec.N — (1+1 2e1.0 3 he Wed.N = 0.7 + 0.3 (hef Ca.min) S 1.0 1.5 Vfcp N = MAX - Cat , =a1.:Lef) s 1.0 / Nb=kc],.ti/hei5 ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables kcp her [in.] ect.N [in.] ec2.N [in.] ca.min [in.] 2 2.000 0.000 0.000 3.000 Wc.N Cac [in.) kc tc [psi] 1.000 7.500 17 1 4000 Calculations ANc [fn -2] ANco lin•2] t ect.N tVec2.N 'Ved.N Wcp,N 36.00 36.00 1.000 1.000 1.000 1.000 Results Vcp [Ib] t concrete 4seamic 4nonductile 4r Vcp [Ib] Vua [Ib] III6082 0.700 0.750 0.400 1277 295 Nb [Ib] 3041 Input data and results must be checked for agreement with the existing conditions and for plausibility! PNOFIS Anchor ( c) 2003-2009 Hilt! AG, FL -9494 Scnaan Hilti is a registered Trademark of Hilt AG, Schaan J.›-' 104116711.1 www.hilti.us Profis Anchor 2.4.3 ompany: pecifier: Address: Phone I Fax: E -Mail: Page: 5 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 4.3 Concrete edge failure in direction y+ V`n — (Avc -PT) tlted,V IItc.V t;th,V tlipara)et,V VD Vcb > Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 ca, 1 �tec,V - ( tVed.v = 0.7 + 0.3( Ca215ca, 5 1.0 _ 11.5ca, > 1.0 tith.V �!! ha Vb =(7(a)0.2 \ p)xCal Variables Ca, [in-] 3.000 le [in:] 3.250 • Calculations Avc [in 2] cat [in-] ecv [in] ACI 318-08 Eq. (D-21) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq- (D-24) 3.000 0.000 da [in.] 1.000 Avca [in.21 0.500 Wec,V 141,.,V 1:000 fc [psi] 4000 Wed.V ha [in.] 6.000 yearaltel,V 1.000 Vb [lb] 27.00 Results Vcb [Ib] 1419 40.50 1.000 Qtconcrete 0.700 0.900 45_ismic +nonducttie 0.750 0.400 5 Combined tension and shear loads • 1.000 2365 Vcb [Ib] Vua [Ib] 298 295 (3N (iv Utilization ¢N.V [%] Status 0.185 0.990 1.000 98 OK (3NV—((3N+[iv)/1.2<=1 Input data and results must be checked for agreement win the existing conditions and for plausibility' PROFIS Anchor ( c) 2003-2009 Hifi AG, FL -9494 Schaan Hits is a registered Trademark of Hild AG. Schaan vwvw.hilti.us tuLrrI Profis Anchor 2.4.3 Oompa ny: pecifier: Address: • Phone I Fax: E -Mail: Page: 6 Project: Boeing 9-120 Sub -Project I Pos. No.: AHURF56 Attachment Date: 11/4/2013 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The d> factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-08 Appendix D, Part D.3.3.4 that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of 0.3.3.4 and D.3.3.5, the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "non-structural components" as defined in ASCE 7, Section 13.4.2. An alternative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "wall out -of -plane forces" as defined in ASCE 7, Equation 12.11-1 or Equation 12.14-10. • It is the responsibility of the user when Inputting values for bnttle reduction factors (�nunduciie) different than those noted in ACI 318-08, Part D.3.3.6 to determine if they are consistent with the design provisions of ACI 318-08, ASCE 7 and the governing building code. Selection of (1)nonductile = 1.0 as a means of satisfying ACI 318-08, Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level <= the design strengths calculated per ACI 318-08, Part D.3.3.3. • Fastening meets the design criteria! • Input data and results must he checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG. FL -9494 Schaan Hilti is a registered Trademarr of Hilti AG. Schaan APPENDIX • • • • • Company 3805 108TH AVE NE Suite 210 BELLEVUE, WA 98004 PHONE 425-828-6636 - FAX 425-828-3982 EMAIL: salesanorbvco,com BOEING 9-120 AOE OFFICE MODERNIZATION SEISMIC CALCULATIONS FOR: MCQUAY SKYLINE OUTDOOR AIR HANDLING UNIT ROOF CURB THYBAR MODEL: TC -3 TAG: A.IIRF5 10-25-13R.1 ENGINEER: COFFMAN ENGINEERS Seattle, WA SOLD TO: HOLADAY PARKS Seattle, WA SOLD BY: NORBY COMPANY Bellevue, WA NORM' - HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT • THYBAR CORPORATION 913 S. Kay Avenue Addison, IL 60101 800 -666 -CURB (2872) Fax: 630-543-5309 www.thybar.com Member of Seismic 1110 MPH Wind Load Calculations for a McQuay Skyline OAH045GDGC on a Thybar Insulated TC -3 Roofcurb in Tukwila WA 98168 Boeing 9-120 AOE Office Modernization October 10, 2013 October 24, 2013 Revised per Comments Wfn This document contains proprietary information horn Thybar Corporation. Its contents may not be used for any other project or location other than the project or location for which it was created without the prior written permission of Thybar Corporation. • • • 10/24/2013 Unit: McQuay Skyline OAH045GDGC Location: Tukwila WA 98168 Curb: Insulated TC -3 Governing Code: IBC2012 SDC: D Design Wind Speed: 110 MPH Boeing 9-120 AOE Office Modernization A 20 inch high Thybar Insulated TC -3 curb of 14 gage galvanized side wall construction will meet the IBC2012 requirements for installing. McQuay Skyline OAH045GDGC units in Tukwila WA 98168 when manufactured with stiffeners installed 44 inches max OC and installed according to the attached drawings. The units must be attached to the Thybar curb using restraint brackets. Bracket quantity is determined in the calculations and is summarized as follows: Minimum bracket quantity: 12 The Thybar curb must be attached to the building structure using welds or bolts at the curb base flanges. Flange connection minimum bolt quantity is determined in the calculations and is summarized as follows: Total connection minimum quantity: 24 Summary 1 • Load Calcs Thybar Corporation ThybarTC3 McQuayOAH TukwilaWA 1802012 2 10/24/2013 General !Location Tukwila WA 98168 Applicable Building Code 18C2012 Seismic Design Category (SDC) D (Unit Manufacturer McQuay Unit Model Skyline OAH045GDGC Length (in) 476.00 Equip Width lint 106.00 Height fin) 84.0 Weight (Ib) 15.823 CG,, (in) 248.94 CG„ (in) 63.60 Curb Type Insulated TC -3 Curb Length (in) 468.50 Curb Width (in) 100.50 !Curb Height (in) 20 !Thickness (gal 14 !Stiffener max CC spacing (in) 44 !Fv(psi) 30.000 1 josi) 30.000,000 !Thickness (in) 0.0747 lit 0.3 IILig)_,20.0 Curb 151 268 I bit 589 lkr 4.0 1.0 IF, (psi) 313 !Snow Importance, I 1.0 [Snow Load, pi (lb) 0 Curb Horizontal Design Load, lmax(Wind, .7'Seismic) F (lb) = 10737 10.4'F, = F„ (psi) 12,000 0.6'F, = F, (psi) 18,000 Mind Load 1110mph) Fw (lb) _ 10,737 !Exposure Category = C !Rooftop height (ft) = 50 Velocity Pressure coefficient Kz = 1.09 I Topography factor Kzt = 1.00 Wind !Directionality factor Kd = 0.9 [ Wind Speed V = 110 llmponance factor Iw = N/A [az = 30.39 IGCr = 1.9 Force coetf Cf = 1.31 !FE = 6,593 IF,..� = 21.097 l F<,,�, = 3,956 1Sm = 0.833 ISo, = 0.506 !al, = 2.50 Ilv = 1.00 Seismic['Ro - . 6.00 iz/h= 1.0 ISs(%of g)= 125.00 'S, (% of g) = I 50.00 !Site Coefficient F. = 1.00 !Site Coefficient F, = 1.52 Site Soil Classification = D Seismic Upward Force (lb), F up = 1 2637.17 lox (in) 10.94 ley (in) 10.6 Curb Load ax. l 1.138 Distribution Factors 0.862 lay" 0.600 ray- ! 0.400 R S e u a P c P t o i r p t n s IC,, , Min) •Ibfin 23.1 Curb Loads 11.65 !Shear Wall Factor a, 0.569 Unit sneer. v (Ibhn) 60.783 Curb long Unit Overturning, Cu (164n) 10.7 Dimension Unit Uplift, T (lb) -2,485 !Curb Overturning, Cc (lb/in) 72.6 'Curb Corner Uplift, Tc ab/in) ( -518 !Shear Wall Factor a, 0.600 (Unit shear. v llb/ni 13.750 Curb Short !Unit Overturning. Cu (151111) 5,362 Dimension [Unit Uplift, 7 (Ib) -5668.173 !,Curb Overturning, Cc (Ibfin) 3.522 Curb Comer Uplift, Tc (Ib/in) .56A00 !Max Shear (Ibhn) 45.6 lSnearf,gni) 610 !f,JF,. 0.05 !< 1:0, OK Curb Verification !Max Axial Reaction (Ib/in) 23 1 !< 1.0, OK I &Xi.] t. (ns0 ?A9 NiF. _.. E0.99 2 10/24/2013 • Unit To Curb Thybar Corporation 10/24/2013 ThybarTC3 McQuayOAH TukwilaWA IBC2012 General Location Tukwila WA 98168 Applicable Building Code IBC2012 Unit Model Skyline OAH045GDGC Curb Type Insulated TC -3 Bracket Dimensions Length (in) 16 Max bending arm (in) 2.2 Max torsion arm (in) 0.001 Material thickness (ga) 14 Material thickness (in) 0.0747 Fy (psi) 30,000 Area (in2) 1.1952 Screws Screw size/type (#) 10 Quantity of screws 7 Hole size (in) 1/4 Allowable pullout (lb/screw) 753 Max pullout (lb/bracket) 5,270 Allowable shear (lb/screw) 1,206 Max shear (lb/bracket) 8,445 Torsion on Bracket Fy = 0.4 * Fy (psi) 12,000 Max shear (Ib) 357,126 Flexure on Bracket Fb = 0.6 * Fy (psi) 18,000 Max shear (Ib) 26,077 Shear on Bracket Attachment Holes Distance -hole edge to bracket edge I 0.375 Max shear (lb) 2,353 Tension on Bracket FT = 0.4 * Fy (psi) 12,000 TMax (Ib) 12,774 Bracket Capacity !Allowable Load (lb) io 2,3531 Horizontal Design Load (lb) 10,737 10,737 Shear Wall Factor 0.57 0.60 Design Shear (Ib) 6,109 6,442 Unit Design Uplift, Top) -2464.98 0.00 Unit Uplift, T, (Ib) -1,402 0 R = (V2 + T22)1 6,268 6,442 # per side 2.66 2.74 Clip Safety Factor 2 Total Clips Required 12 3 z4zi • • Thybar Corporation ThybarTC3 McQuayOAH TukwilaWA IBC2012 General Location Tukwila WA 98168 Applicable Building Code IBC2012 Unit Model Skyline OAH045GDGC Curb Type Insulated TC -3 Material Properties Fy (psi) 30,000 Material Allowable Stress, Fa (psi) 12,000 Base Attachment Dimensions Hole Size (in) 0.625 Number of Holes per attachment 1 Material thickness (ga) 14 Material thickness (in) 0.1494 Cut out area (in2) 0.307 Base flange width (in) 2.0 Edge distance (in) 11/16 Base shear area (in2) 0.10 Base Attachment Forces Base Attachment Holes 4 10/24/2013 6 Length Width Horizontal Design Load (lb) 10736.81 10736.81 Length (in) 468.50 100.50 Shear (lb) 6,109 6,442 Unit Uplift, T, (Ib) -1,402 0 R = (V2 + T22)12 6,268 6,442 Base Attachment Holes 4 10/24/2013 6 Length Width Base Attachment Stresses - fa (psi) 5,085 5,227 Base Safety Factor 2 2 fa / Fa 0.85 0.87 Base Attachment Minimum Quantity 12 12 Minimum Base Attachments - Perimeter Distributed 24 Approximate Hole Perimeter OC Spacing (in) 46 Base Attachment Holes 4 10/24/2013 6 ThyCurb ❑by the fabricating division of Thybar Corporation SEISMIC/WIND LOAD ❑ INSTALLATION Concrete Slab Mounting INSULATED CURB OPTIONS `. The equipment support should be anchored to concrete as follows: * Anchor system must comply with applicable building code (Local building code, International Building Code, Uniform Building Code, etc.). * Anchor to be Hilti Kwik Bolt TZ, Simpson Strong—Tie or equivalent. * Anchors are to be placed in every hole provided in the base plate of the curb. * Anchors are to pass through the base plate & be embedded into the concrete. * Follow anchor manufacturers instructions for drilling holes, installation anchor and tightening nut. //��s/'�V. ANCHOR WITH NUT & WASHER i2• ." (3" DIAMETER MINIMUM, %-'•�i`'��i'� EMBEDMENT DEPTH AND •;�j;•r�••, ,` •/•�� EDGE DISTANCE AS REQUIRED BY FIELD CONDITIONS AND �i���. �•�•�j HARDWARE SELECTION.) — • CONCRETE . ° as ° G THYBAR CURB SECTION Figure 1-1 %% O. d d Q v d d Q• p d •. d d .Q a v d Q a. %,._;5'V Consult Local Building Codes & FEMA Manual. 412/December 2002 TC3 Concrete Installation.dwg PRINTED: 3/16/12 Curb by the fabricating division of Thybar Corporation • McQUAY OSNITS Tukwila WA SEISMIC/WINDLOAD RESTRAINT ATTACHMENT BRACKETS FOR INSULATED CURBS INSTALLATION INSTRUCTIONS: LOCATE BRACKETS ON CURB IN APPROXIMATE LOCATIONS SHOWN BELOW WHILE AVOIDING INTERFERENCES (UNIT LIFTING LUGS, CONDENSATE DRAIN LINES, ETC.) GASKET TOP PERIMETER OF CURB BEFORE SETTING UNIT. CONTRACTOR TO PROVIDE AND INSTALL CAULK. APPROXIMATE CENTER DISTANCE } NOTE: SEISMIC RESTRAINTS MUST BE FIELD INSTALLED TO ROOF CURB BEFORE SETTING UNIT. McQUAY THYCURB MODEL QTY /UNIT SEISMIC RESTRAINTS APPROX. O.C. SPACING OAH045GDGC MOC—SR—OAN-3 12 81" / 39' GASKET1NG THYBAR ROOFCURB RESTRAINT DETAIL MATERIAL: 14 GA. GALVANIZED STEEL CONSTRUCTION. HARDWARE: (14) #10x1" TEK SCREWS PER RESTRAINT. CAUTION: UNIT BASE RAILS CONTAINING ELECTRICAL & CONTROL WIRING SHOULD NOT BE PENETRATED WITH TEK SCREWS. SEISMIC/WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPLICATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC/WINDLOAD RATED ASSEMBLY. TCS QW Date: 6/25/14 OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Requested By: Erik Westman Firm/Company: Holaday-Parks, Inc. Permit Number: M13-0203 Inspection Information Project Name: Boeing #9-120 Project Address/Location: 9725•E Marginal Way S 120 Requested Date for Inspection: Contact Name: Monday 6/30 or Tuesday 7/1 Erik Westman Special Conditions for Consideration: Requested Time: 4:00 AM Phone Number: AM /PM (206) 650-9831 General Contractor is currently working with Fire Marshal and Mechanical Inspector (Carol) to determine the exact date. ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time it excess of (3) hours. Signatu Printed Name: Erik J. Westman Date: 6/25/14 City Use Only: Approved: _ Disapproved: Date of Approval/Disapproval: Authorized Reviewer: Paid: S .9 S Receipt No: -2.A QU Remarks: $9ERMIT COORD COPY, PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M13-0203 PROJECT NAME: BOEING #9-120 DATE: 12/31/13 SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works fiM NIA 01/ O2 13 11 Fire Prevention Structural Planning Division n ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/02/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01/30/14 n 111 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 � PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-0203 PROJECT NAME: BOEING #9-120 DATE: 11/06/13 SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ptej Mie I3 Building Division Public Works qw\ A+tic ��1 3 Fire Prevention . Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I iV Incomplete DUE DATE: 11/14/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 12/12/13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: PROJECT NAME: 6 o/V SITE ADDRESS: 1 PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG 1M43 v3 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF ' INITIALS ' 1 1,1))43 L3--rev. 0110(.1/v ,,kJ Summary of Revision: 0 ?. \f �(1 f OY S �t qtv saw t , Of IO Received by: A(i(%J� Received b �� � • .. REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pnnt 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 pnnt REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print 43(4 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: Plan Check/Permit Number: l t l ?j ' Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: y._+iYG Project Address:C ? Contact Person: l ' m n,n k"" PLhd fltt Number• %,�. (i Leh -QS -3 Summary of Revision: ce C`)\/fry &-tes 416 0 DEC 31 2013 rEAMIT CENTER Ka --A M a-� amt(4 I awtl.it- , 01wtl (1 a M l.e t f Q-11Aa-(e 1, Sheet Number(s): m3 t l7) \, VI& S'3 Q t (1/l 5 3 k "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit enter by: k- Entered in Permits Plus on If 3 H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised. May 2011 HOLADAY PARKS INC 0 Washington State Department of Labor & Industries I Page 1 of 5 HOLADAY PARKS INC Owner or tradesperson PARKS, GERALD T JR Principals PARKS, GERALD T JR Doing business as HOLADAY PARKS INC WA UBI No. 578 004 089 4600 S 134TH PL SEATTLE, WA98168 206-248-9700 KING, County Business type Corporation Governing persons License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ............................. . Meets current requirements. License specialties GENERAL License no. HOLADPI379NO Effective — expiration 01/21/1983 — 09/03/2015 Bond LIBERTY MUTUAL INS CO Bond account no. 23000452 $12,000.00 Received by L&I Effective date 08/23/2002 09/01/2002 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&S... 12/12/2013 SYM AIR HANDLING UNIT SCHEDULE SYSTEM AREA SERVED MAKE FANS COOLING COILS HEATING COILS MIN OUTSIDE (CFM)AIR SCCR (AMPS) PRE FILTERS FINAL FILTERS ECONOMIZER BASIS OF DESIGN REMARKS DATE OF SERVICE Qt CFM ESP (IN) TSP (IN) TYPE RPM VFD* MOTOR HP TOTAL BHP TOTAL MOTOR HP CFM ENT AIR LVG AIR MAX (INg CHILLED WATER ROWS MAX DROP COIL SIZE CFM ENT AIR LVG AIR APD (IN) MAX HOT WATER ROWS PRESS. DROP COIL SIZE 15,700 75 DB WB DB WB GPM ENT LVG MBH GPM EFF EFF AHRG2 VIEW ROOMS SUPPLY 6 28,000 2 5 PLENUM 2580 YES 7.5 40 45 28,000 80°F 64°F 53°F 52°F 0.7 185 42°F 54°F 6 10 FT 2 @ 96x42 16,000 50°F 80°F** 0.2 518 35 1 10 FT 2@ 96x42 25% TOTAL CFM 7,000@28,000) 77 30 85 TITUS DESV HUNTAIR FAN2007 WALL PROVIDE 20" METAL ROOF CURB UNIT WEIGHT: 24,300 LBS RETURN 6 26,400 1 1 PLENUM 1367 YES 2 8.46 12 W2 -G2 AHRG2 800 2900 16 18 24X18 77 66 56 TITUS DESV W2 -H2 AHRG2 800 2900 16 18 24X18 77 AHRG4 COMPUTER ROOM SUPPLY 6 18,000 1 4.5 PLENUM 2698 YES 5 19.76 30 18,000 85°F 66°F 53°F 52°F 0.7 122 42°F 54°F 6 14 FT 2 @ 84x30 18,000 53°F 62°F*** 0.2 175 12 1 14 FT 1 @ 84x45 800 300 30 85 HUNTAIR FAN WALL PROVIDE 20" METAL ROOF CURB UNOVIWEIGHDTA621I900UMBDIFIER 2007 RETURN 6 18,000 3/4 1.25 PLENUM 1605 YES 1 5.3 6 10 12x10 65 60 58 TITUS DESV W2-G3C AHRG2 600 1740 14 16 20x16 73 61 61 TITUS DESV AHRF5 EAST OFFICE SPACE SUPPLY 1 20,000 3 5.5 PLENUM 1378 YES 30 25.82 30 20,000 85°F 66°F 53°F 52°F 0.6 136 42°F 54°F 6 12 FT 2 @ 93x33 13,500 50°F 70F 0.1 295 15 1 .5 FT 2@ 90x33 25% TOTAL CFM 10,000 30 85 100% OSA MACQUAY PROVIDE 20" METAL ROOF CURB PROVIDE 2 SEPARATE POWER CONNECTIONS , RETURN 1 19,500 1 1.25 PLENUM 1250 YES 10 7.9 10 _J A A A NOTES: 1. PROVIDE ONE ROW HEATING COIL FOR W2 -F3. 2. PROVIDE INTEGRAL SOUND ATTENUATOR FOR W2-H3A. A A A A. A A. A A e A * REHEAT COIL SHALL BE 1 ROW (OR 2) TO FROM 55° TO 80°F (HOT WATER SUPPLY IS A A A A A A A O BE ABLE TO REHEAT BOX MINIMUM AIRFLOW 180°F) A A A A AL A A * PROVIDE REDUNDANT VFDs WITH NO BYPASS. ** PREHEAT COIL SHALL BE SIZED FOR 16,000 CFM FROM 5OF TO 80F AND WITH A MAXIMUM PRESSURE DROP OF 0.2" AT 28,000 *** REHEAT COIL SHALL BE SIZED FOR 18,000 CFM FROM 53F TO 61F. NOTE 1: SINGLE POINT POWER CONNECTION (EXCEPT FOR AHRF5) FAN VFD VOLTAGE: 460V/30 LIGHT (Sc RECEP: 115V/10OPERATION. HUMIDIFIER: 115V/10 NOTE 2: HOT WATER COIL SIZED WITH 180° ENT/150° LVG NOTE 3: AHRE5 TO BE PROVIDED WITH 100% AIR ECONOMIZER WITH MODULATING CONTROL CAPABILITIES. AHRE5 SHALL HAVE THE CAPABILITY FOR PARTIAL AIR ECONOMIZER NOTE 4: CFM. COMPUTER ROOK COOLING UNIT (AC) SCHEDULE MARK NUMBER LOCATION (ROOM NUMBER) MAKE MODEL NOMINAL CAPACITY TON FAN FAN MOTOR COIL COOLING CAPACITY CHILLED WATER AIR FILTER ELECTRICAL REMARKS DEPTH PER I ASHRAE 52-76 VOLTS PHASE FLA MFCB DRIVE TYPE CAPACITY (CFM) ESP IN WG HP CAPACITY 1000 BTU/HR ROOM TEMP (°F) FLOW GPM EWT °F MAX PD @ MAX FLOW FT H2O SENSIBLE TOTAL DB AC2C2 DCN RM 23C2 LIEBERT MINI-MATE2 MMD23C 1.5 DIRECT 750 0.3 0.2 14,900 15,700 75 3 45 5 4" 30% 208 1 1.4 15 FACTORY FILTER BOX, FILTER CLOG SWITCH, 2 WAY VALVE, AUXILIARY DRAIN PAN, LIQUI-TECT LEAK DETECTOR LT460-Z20 W/ A 6' LONG WIRE TO UNIT, DISCONNECT. AC1C2 ELEV EQ RM INTERNATIONAL ENVT (IEC) HBC06 1.5 BELT 600 0.3 1/4 17,900 24,500 80 3 45 5 2" 30% 208 1 3 - HORIZONTAL FAN COIL UNIT, 4 ROW COOLING COIL, DRAIN PAN OVERFLOW SWITCH, DELUXE 2 WAY VALVE PACKAGE, BASIC MOTOR CONTROL. PROVIDE SEPARATE AUXILIARY DRAIN PAN (WITH LEAK DETECTOR). EXHAUST FAN (EF) SCHEDULE MARK NUMBER LOCATION AREA SERVED (ROOM N0.) CFM STATIC PRESS. INCHES WG APPROX. RPM MOTOR WEIGHT LBS SONES BASIS OF DESIGN REMARKS SERVICE DATE HP VOLTS PH HZ EFRD3 ROOF RESTROOMS 1100 .75 1702 1/3 115 1 60 50 9.8 GREENHECK MODEL GB -101-3 12 EFRH7 ROOF RESTROOMS 1100 75 1702 1/3 115 1 60 50 9.8 GREENHECK MODEL GB -101-3 12 14x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alb' FOR MINIMUM CLEARANCE REQUIREMENTS. MARK SUPPLY UNIT COLD DUCT OUTLET DUCT SOUND POWER BASIS OF DESIGN AIRFLOW SETPOINTS INLET SIZE INLET DUCT BRANCH SIZE 2 4 6 MINIMUM CFM MAXIMUM CFM W2 -C3 AHRG2 300 750 10 12 14x12.5 72 60 59 TITUS DESV W2 -D3 AHRG2 300 800 10 12 14x12.5 72 60 59 TITUS DESV W2 -E2 AHRG2 800 2900 16 18 24X18 77 66 56 TITUS DESV W2-F3A AHRG2 300 1200 12 14 16x14 72 60 59 TITUS DESV WITH REHEAT COIL W2-F3B AHRG2 800 2900 16 18 24X18 77 66 56 TITUS DESV W2 -F2 AHRG2 400 1630 12 14 16x14 72 60 59 TITUS DESV W2 -G2 AHRG2 800 2900 16 18 24X18 77 66 56 TITUS DESV W2 -H2 AHRG2 800 2900 16 18 24X18 77 66 56 TITUS DESV W2-H3B AHRG2 800 3000 16 18 24X18 77 66 56 TITUS DESV W2-H3A AHRG2 1400 6000 24X16 24X18 36X18 83 77 72 TITUS DESV W2-G3B AHRG2 300 600 8 10 12x10 65 60 58 TITUS DESV W2-G3A AHRG2 250 650 8 10 12x10 65 60 58 TITUS DESV W2-G3C AHRG2 600 1740 14 16 20x16 73 61 61 TITUS DESV W2-H3A AHRG2 150 320 6 8 12x8 65 60 58 TITUS DESV WITH REHEAT COIL* M530 W2-H3B AHRG2 400 1150 12 14 16x14 72 60 59 TITUS DESV WITH REHEAT COIL* W2 -H4 AHRG2 200 400 6 8 12x8 65 60 58 TITUS DESV WITH REHEAT COIL* _J A A A NOTES: 1. PROVIDE ONE ROW HEATING COIL FOR W2 -F3. 2. PROVIDE INTEGRAL SOUND ATTENUATOR FOR W2-H3A. A A A A. A A. A A e A * REHEAT COIL SHALL BE 1 ROW (OR 2) TO FROM 55° TO 80°F (HOT WATER SUPPLY IS A A A A A A A O BE ABLE TO REHEAT BOX MINIMUM AIRFLOW 180°F) A A A A AL A A REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 A 9-120 - SPL LABS DCN #01 J#16054201-02 COFFMAN COFFMAN M. SOTURA M. SOTURA 07.12.07 07.25.07 B BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.04.13 esBOE/NG° - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M.SOTURA ENGINtER CHECKED DATE 10.04.13 10.04.13 REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Drtlectrical L�Piurnbing UrGvas Piping Ci, of Tukwila r'r,!G DIVISION FILE COPY Permit No M tCi?LO 3 Plan review approval is subject to errors and omissions. L,;t ,x , at of construction documents does not authorize , >tioE I of any adopted code or ordinance. Receipt and h t , I'1 is acknowledged: City Of 11ukwlia BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER ISSUED FOR CONSTRUCTION PHASE 1 - 10/10/13 SUBTITLE MECHANICAL SCHEDULES I REVIEWED FOR CODE COMPLIANCE APPROVED JAN o s 2014 VA City of Tukwila BUILDING DIVISION REVISION N0. N GO�MAN 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SYMBOL 3 DATE 10.10.13 APPROVED APPROVED TITLE BOEING 9-120 AOE OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 DEV. CENTER, WA SHEET M2A JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-M2A PLUMBING FIXTURE SCHEDULE MARK NUMBER DESCRIPTION CONNECTION (INCHES) TYPE REMARKS BASIS OF DESIGN SAN VENT HW CW FIXTURE FAUCET/FLUSH VALVE (MIXING VALVE) SPOUT OR ACCESSORY DRAIN TYPE P-1 WATER CLOSET 4 2 — 1-1/4 WALL—HUNG FLUSH VALVE ADA HEIGHT KOHLER KINGSTON K-4330 SLOAN OPTIMA ROYAL N0. 111 ES SEAT: OLSONITE 95SSC — P-2 URINAL 2 1-1/2 - 3/4 WALL -HUNG FLUSH VALVE ADA HEIGHT KOHLER BARDON K-4960 ET SLOAN SP—S186-10.ES—S—BOE W/EL 518 A—BOE LAY—IN CELING CD4 P-3 LAVATORY 1-1/2 1-1/2 1/2 1/2 COUNTERTOP ELEC. SENSOR (120V TO COMMON TRANSFORMER) KOHLER INVITATION K-2098 SLOAN ETF -600 TRANSFORMER ELF-154(ONE PER 2 LAVATORIES) SG1 DUCT MOUNTED SUPPLY GRILLE 22x10 15 72522x10 P-6 ELECTRIC WATER COOLER 1-1/2 1-1/2 - 1/2 WALL HUNG PROVIDE WATER FILTER 4.5 AMP AT 120V-1 PH ELKAY EROM28RAC FILTER: EVERPURE 9-1/2" H54 SERIES W/QL 3 HEAD SG3 P-7 SINK 2 1-1/2 1/2 1/2 SINGLE COMPARTMENT COUNTERTOP, STAINLESS STEE_ UNDER MOUNTED -REFER TO ARCH'L FOR COUNTER DETAILS ELKAY ELU-1616 CHICAGO 201 AHA -8 12x8 GRID P-8 SERVICE SINK 3 2 1/2 1/2 FLOOR MOUNTED PROVIDE MOP HANDLE RACK KOHLER WHITBY 6710 W/GUARD CHICAGO 956—RCP-369 — 36x12 FD -1 FLOOR DRAIN VARIES VARIES - — 1/2"TRAP PRIMER (SAN ONLY) SEE PLAN FOR SIZE Zurn ZN-415—B—P STRAINER: ROUND NICKLE—BRONZE LOBBY FD -2 FLOOR DRAIN VARIES VARIES — - 1/2"TRAP PRIMER SEE PLAN FOR SIZE ZURN Z539—G TRANSFER GRILLE SEE PLANS 25 FFD -1 FLOOR DRAIN VARIES VARIES — — 1/2"TRAP PRIMER SEE PLAN FOR SIZE ZN-415-8B W/ ZN-329 600 20x8 TITUS 35ORL LAY—IN CELING RG2 CEILING RETURN GRILLE 22x22 25 1800 22x16 TITUS 350RL LAY—IN CELING RG3' DIFFUSER AND GRILLE SCHEDULE MARK TYPE NECK SIZE NC MAXIMUM DESIGN CFM DUCT CONNECTION SIZE BASIS OF DESIGN REMARKS ROUND SQUARE CD1 24x24 SQUARE CEILING DIFFUSER 80 20 210 80 — TITUS TMS LAY—IN CELING CD2 24x24 SQUARE CEILING DIFFUSER 100 20 380 100 — TITUS TMS LAY—IN CELING CD3 24x24 SQUARE CEILING DIFFUSER 120 20 480 120 — TITUS TMS LAY—IN CELING CD4 24x24 SQUARE CEILING DIFFUSER 140 20 650 140 - TITUS TMS LAY—IN CELING SG1 DUCT MOUNTED SUPPLY GRILLE 22x10 15 72522x10 TITUS 112RS SG2 WALL SUPPLY GRILLE 18x12 25 750— 18x12 TITUS 300RS SG3 DUCT MOUNTED DIFFUSER 16x16 15 600 16X16 - TITUS 300ZFL DOWNWARD THROW ONLY SG4 DUCT MOUNTED SUPPLY GRILLE 12x8 25 300 — 12x8 TITUS 350RL SG5 DOUBLE DEFLECTION SUPPLY DIFFUSER 36x12 25 1650 — 36x12 TITUS 112RS COMPUTER ROOM SG6 WALL JEEDR25 OT DIFF 250 11 — SEIHO PK1OE LOBBY TG1 TRANSFER GRILLE SEE PLANS 25 SEE PLANS TITUS 35ORL RG1 CEILING RETURN GRILLE 22x10 25 600 20x8 TITUS 35ORL LAY—IN CELING RG2 CEILING RETURN GRILLE 22x22 25 1800 22x16 TITUS 350RL LAY—IN CELING RG3' WALL RETURN GRILLE 18X10 25 750 18X10 TITUS 350ZRL RG4 WALL RETURN GRILLE 24X20 25 1600 — TITUS 350RL EG1 CEILING EXHAUST GRILLE 22x10 25 200 80 8x6 TITUS 350RL 1. REFER TO FLOOR PLANS FOR SIZES OF WALL AND DUCT—MOUNTED GRILLES AND REGISTERS. 2. DIFFUSERS SHALL NOT EXCEED NOISE CRITERIA (NC) PER THE SPECIFIED BASIS OF DESIGN MANUFACTURER'S TESTING STANDARDS, EXCEPT IN MECH RMS., ELEC RMS., & ELEV EQUIP RMS. 3. DUCT CONNECTION SIZES SHALL BE AS SCHEDULED OR OF EQUAL CROSS—SECTIONAL AREA. REVISION NOiL. MI3 D 2.11 3 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2014 City of Tukwila BUILDING DIVISION REFERENCE ONLY PHASE 1 RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER N GOFAIAAN 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity results I relationships SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 A BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.04.13 eLAsusr.rAv”° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M.SOTURA ENCINEER DATE 05.23.07 05.23.07 SUBTITLE MECHANICAL SCHEDULES CURRENT REVISION J#131174-00 SYMBOL A DATE 10.04.13 CHECKED APPROVED APPROVED TITLE BOEING 9-20 AOE OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 DEV. CENTER,WA SHEET M2B JOB NO. 16054201-02 COMP NO. DWG NO. 09-120—M2B D/ll ITU/+. 1 /I /-/ /0/117 /I. A C. A C A l l SYM REVISION VIEW STATION STORAGE tun --?--I ® 22/10 (3 TYP) MECH. STORAGE 16/14 OPNG 30/78 (IN VERTICAL) 40/18-j 16, k pm% WOrtl, '� I -.LFIII RG1 30/30 UP THRU ROOF TO AHRG2 ZML_1111MIVANABIlfff V �`'' V 11 M53 �` Vii! Jj44 1 Er i►l�% Ada "Ir® vow 1 ([\1/10 ENGI EE"IN= iiiiiii Esso/ (3 TYP) KRG 28/18 36/26 -- 1><" 6/26 -Pc 32/30 / (12TYP)1 (12 TYP) 34/30 UP THRU ROOF TO AHRG4 MI MI Mgr r f Ad:A* x x x x x x x 34/26 UP THRUD) ROOF TO AHRG4 J MN INK SECO\D FLOOH SCALE: 1/8'= 1'-0" BY APPROVED ME IM MN WI DUCTWO� 4 PLA\ DATE SYM NM NM REVISION 11•11 1011 MI MI BY APPROVED MI MI MI 1•111011111111111111111111111=1•• MO MN MI MI DATE A 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 B 9-120 — SPL LABS DCN #01 J#16054201-02 COFFMAN M. SOTURA 07.25.07 C 9-120 RFI -080 J#16054201-02 COFFMAN M. SOTURA 11.08.07 D BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.10.13 Q,�BOE/NGS o�- OM MI REMOVAL I II I I 11111 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D WN COFFMAN CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED DATE 10.10.13 10.10.13 ViSIONNOiL M(3&Lb 3 LEGE\J rr 0 CID TCP 125/ SQUARE CEILING DIFFUSER CEILING GRILLE RETURN OR EXHAUST TRANSFER BOOT. SEE DETAIL 5/M503 THERMOSTAT - WALL MOUNTED HUMIDISTAT - WALL MOUNTED 1 VAV TERMINAL UNIT VARIABLE VOLUME TERMINAL UNIT TAG. SEE M2A FOR MINIMUM AND MAXIMUM CFM VALUES. SEE DETAIL 5/M532 FOR ADDITIONAL INFORMATION. VOLUME DAMPER SMOKE DAMPER DUCT SMOKE DETECTOR PRESSURE TRANSMITTER TEMPERATURE CONTROL PANEL DIFFUSER/GRILLE TAG. TOP NUMBER INDICATES TYPE, BOTTOM NUMBER INDICATES CFM. SEE DIFFUSER AND GRILLE SCHEDULE. cE\RaL \OTES PROVIDE ACOUSTIC SOUND ATTENUATION BOOT. SEE DETAIL 5/M530. EFRE\CE LHAWI\GS CONSTUCTIO\ \OTES REMOVE EXISTING DUCTWORK, DIFFUSERS AND GRILLES AND ASSOCIATED ITEMS. THERMOSTAT TO BE RELOCATED AND RECONNECTED TO ONE OF THE NEW TERMINAL UNIT BOX. REVIEWED FOR CODE COMPLIANCE APPROVED IAN 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER ISSUED FOR CONSTRUCTION PHASE 1 - 10/10/13 SUBTITLE SECOND FLOOR DUCTWORK PLAN 8' 2M10 2M12 2M13 4' 0 4' 8' 16' ==� SCALE: 1/8"=1'-0" ACOFFMAN X6IN NGINEERS N G I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION J#131174-00 SYMBOL D DATE 10.10.13 TITLE BOEING 9-120 AOE OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 COL. F -K/1-5 DEV. CENTER, WA SHEET 2MIIR JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-2M11 0 It/ALU iror. c /nn /nnn-7 n.A A.1'7 SYM REVISION VIEW STATION STORAGE 2101 VIEW ROOM 2 22E2 a VIEW ROOM 3 2102 2 G1 HWS CHWS HWR CHWR VIISC. S C RAGE 4 CHWS&R 4"CHWS&R UP TO ROOF 21 F2 CONTROL 2602 AHR ON ROOF ABOVE 2602 1- 2502 COMPUTER ROOM 2103 2104 x HXI H R 1 BALL VALVES „ T 2 SEE PIPING 2M60 M536DETAIL 34" 3/4" BALL VALVES--- DI ALVESDI 41 DI i-- ci CO r m p 7.3Z 21J 3" COM PART. 2202 ENGINEERING 2302 4 ,f 4 I - CH. STORAGE 2) 6"CHW 3"HWR 3"HWS 2402 x 1-1/4"HWS UP TO ROOF x HWR HWS x CHWS x x x—Nx x AHR ON ROOF ABOVE 4"CH WS&R UP TO ROOF x U U -1 1 SECO\D FLC03 PIPI\G PLAN SCALE'. I/e = 1'-0" BY APPROVED DATE SYM REVISION x 1 4 x x El RH-38 tsa RH-37 RH-41 RH-36 RH-39 RH-40 x BY APPROVED 6" 3" DATE A 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 B 9-120 - SPL LABS DCN #01 J#16054201-02 COFFMAN M. SOTURA 07.25.07 RECORD DRAWING J#16054201-02 COFFMAN M. SOTURA 06.16.08 C RELOCATE ACAL/ASIC LAB 12472099 M.WONG RWS 01.05.12 D BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.10.13 2-1/2" 2" 2-1/2" x MATCHLINE SEE 2M63 E/NGS �r- fi REMOVAL 1N1n/1, ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED DATE 09.26.13 09.26.13 EVISI VU3 LEGE CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN HWS HEATING WATER SUPPLY HWR HEATING WATER RETURN of c GE\E�AL SHUT-OFF VALVE CAP PIPE TURNING UP PIPE TURNING DOWN \OTES EFRE\CE NAWI\GS RFM4 CO\ S-RUCTIO\ \OTES I' CONTRACTOR TO VERIFY IF EQUIPMENT AND SYSTEM IN CLOUD AREA IS TILL PRESENT - NOTIFY COFFMAN ENGINEERS THE RESULT OF FIELD INVESTIGATION. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA KEY P_AN DEC 3 1 2013 PERMIT CENTER ISSUED FOR CONSTRUCTION PHASE 1 - 10/10113 SUBTITLE SECOND FLOOR PIPING PLAN TITLE BOEING 9-120 AOE OFFICE MODERNIZATION MEHCHANICAL MASTER BUILDING 9-120 COL. F -K/1-5 DEV. CENTER, WA 8' SCALE: NONE 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" ACOFFMAN N G I N E E R S 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SHEET SYMBOL DATE 10.10.13 2M61 R JOB NO. DWG NO. 16054201-02 09-120-2M61 R COMP NO. on' Irun. 1 n. /2 /nn 1 2 n.no. A n n11 SYM REVISION VIEW STATION STORAGE 16/14 OPNG 30/78 (IN VERTICAL) I 22/10 (3 TYP) CD1 ® Aga. Now 1111 8 0/ NG 120 -�_ift 1109 30/30 IIP HRUr-- 1J'11 I � 117j 2 NEI.. ICI -Ill -11-Wte MECH. STORAGE OFFIC 30/30 UP TOM ROOF TO AHRG2 AI ILLI N OR CCD4\ 580/ (3 TYP) (RG2)V gri IVATIU 0 KG -'4 (12 TYP (12 TYP 34/30 UP THRU ROOF TO AHRG4 2M11 M53 24/24 x x x x x SECO\D FL0N SCALE: I/8'= 1'-0' BY APPROVED DUCTWN 34/26 UP THRU ROOF TO AHRG4 < PLA\ DATE SYM REVISION BY APPROVED DATE 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 B 9-120 — SPL LABS DCN #01 J#16054201-02 COFFMAN M. SOTURA 07.25.07 C 9-120 RFI -080 J#16054201-02 COFFMAN M. SOTURA 11.08.07 D BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.10.13 AFISFEIFAIW® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE REVISI LEGE\D 8P truir 'rJ O D ----J S� MD TCP CD6 125 SQUARE CEILING DIFFUSER CEILING GRILLE RETURN OR EXHAUST TRANSFER BOOT. SEE DETAIL 5/M503 THERMOSTAT - WALL MOUNTED HUMIDISTAT - WALL MOUNTED VAV TERMINAL UNIT VARIABLE VOLUME TERMINAL UNIT TAG. SEE M2A FOR MINIMUM AND MAXIMUM CFM VALUES. SEE DETAIL 5/M532 FOR ADDITIONAL INFORMATION. VOLUME DAMPER SMOKE DAMPER DUCT SMOKE DETECTOR PRESSURE TRANSMITTER TEMPERATURE CONTROL PANEL DIFFUSER/GRILLE TAG. TOP NUMBER INDICATES TYPE, BOTTOM NUMBER INDICATES CFM. SEE DIFFUSER AND GRILLE SCHEDULE. GE\RAL DOTES PROVIDE ACOUSTIC SOUND ATTENUATION BOOT. SEE DETAIL 5/M530. .EFRENCE J 2AW1\GS CO\S-RUCTI O\ \OYES PROVIDE NEW MEDIUM PRESSURE CLASS DUCT TIE-IN AT THIS LOCATION AND EXTEND AS SHOWN. RELOCATED EXISTING THERMOSTAT TO NEW TERMINAL UNIT. PROVIDE NEW THERMOSTAT AND CONNECT TO TERMINAL BOX ASSOCIATED WITH SPACE. PROVIDE NEW 38x20 RETURN DUCT TIE-IN NEAR THIS LOCATION AND EXTEND AS REQUIRED FOR NEW RETURN AIR SYSTEM. PROVIDE TURNING VANE ELBOW. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER ISSUED FOR CONSTRUCTION PHASE 1 - 10/10/13 A CP CO 2M10 2My 2M12 2M13 8' 4' 0 4' 8' 16' SCALE: 1 /8"=1'-0" COFFMAN N GIN E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 DRAWN COFFMAN CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED DATE 10.10.13 10.10.13 SUBTITLE SECOND FLOOR DUCTWORK PLAN TITLE BOEING 9-120 AOE OFFICE MODERNIZATION ARCHITECTURAL MASTER BUILDING 9-120 COL. F -K/1-5 DEV. CENTER, WA CURRENT REVISION J#131174-00 SHEET SYMBOL D DATE 10.10.13 2M 1 1 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-2M11 D It/AAII ICDC. C /nn /n/)/)7 n.A A.17 rfl1 SYM A B REVISION EF VIEW STATION STORAGE 21G1 1 II 1 1I 11 4"CHWS&R UP TO ROOF S M -C SC. RAG= HWS HWR 1" BALL VALVES -4 SEE PIPING 6DETAIL %4" BALL VALVES w• ai 34" 71 —C --I I 04 — m 0 m-1 X 0 � Z 2 2 ft CHWS CHWR - CH. S-ORAGE I Y� 11 2 1 F2 0 CONTRa ROOM 26G2 AHR ON ROOF ABOVE 2"HWS&R UP ATPLI FCUSTOMER WORKSPACE 25G2 DATA CENTER 21G3 \X X V v 1-1/4"HWS&R UP TO ROOF x SECO\D FL0(H SCALE: 1/8'= 1'-0" BY APPROVED PIPI\ U1 -1 -ICE 21H2 DEVELOPER WORKSPACE 22H2 CONFERENCE ROOM 21H3 ONFERENCE ROOM 23H3 CONFERENCE ROOM 22H3 1Y" 4 ff 2-1/2" INN WO VATI O N KSPACE — H- �-1 6"CHWR \3"HWR 3"HWS 6"CHWS 8"CHWS&R CD 2-1/2" -? . A e RAE If HWS 4"CHWS&R UP TO ROOF G PLA\ DATE SYM x HWR N TIE-IN LOCATION FOR 1-1/4"HWS/R AHR ON ROOF ABOVE RH-38 RH-36 REVISION U RH-37 ®+ RH-41 BY APPROVED DATE 9-120 RENOVATION 9-120 — SPL LABS DCN #01 J#16054201-02 J#16054201-02 COFFMAN COFFMAN M. SOTURA M. SOTURA 07.12.07 07.25.07 C RECORD DRAWING RELOCATE ACAL/ASIC LAB J#16054201-02 12472099 COFFMAN M.WONG M. SOTURA RWS 06.16.08 01.05.12 BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.10.13 RH-39 2-1/2" 2" 2-1 /2" RH-40 MATCHLINE SEE 2M63 g;LAsnemeymcre ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN DATE 09.26.13 CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED 09.26.13 REVISION N0:1 x'`113-0 LEGE D CHWS CHWR HWS HWR CHILLED WATER SUPPLY CHILLED WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN SHUT-OFF VALVE [ CAP of PIPE TURNING UP C' PIPE TURNING DOWN GE\HAL \OTES RETURN REDLINED PRINT BACK TO ENGINEERING WITH ANY CHANGES FROM THE DESIGN. MOON WONG, 206-947-4897 CO\ST UCTIO\ NOTES INSTALL NEW HOT WATER SUPPLY AND RETURN PIPING TO NEW HEATING COILS AS SHOWN. CAP FOR FUTURE. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2014 City of Tukwila BUILDING DIVISION 3 EFEH\CE DRAWINGS RFM4 RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER ISSUED FOR CONSTRUCTION PHASE 1 - 10/10/13 SUBTITLE SECOND FLOOR PIPING PLAN 2M60 2M62 2M63 KEY PLAN SCALE: NONE 8' 4' 0 16' SCALE: 1/8"=1' -0" �COFFMAN N G I N E E R S 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SYMBOL D DATE 10.10.13 lnwnil I TITLE BOEING 9-120 AOE OFFICE MODERNIZATION BUILDING 9-120 MEHCHANICAL MASTER COL. F -K/1-5 DEV. CENTER, WA SHEET 2M61 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-2M61 10/3/2013 2:08:42 PM 6 I- 0 5" RISER (SV 919) VIEW STATION STORAGE WORK ROOM 3 1 1/4 VIEW ROOM 4" RISER (SV 919) -� 5 DEVELOPER ELEC. 22F2 CONFERENCE ROOM ), 6 I 1 114 INNOVATION ORKSPA E INN IVATIor DATA CENTER CONFERENCE ' ; CONFERENCE ROOM \ ROOM 4 x x x UPRIGHT SPRINKLER x BEE.OW-HVA�x (TYPICAL 11 PLACES 611/2 1/2 era_,=E" - e N' x x 1/2 1 1/4 1 JQ JQ 1 1 /2 1 1/2 1�8 1/2 1/4 1 M M WM NM MN OM NM NM MN MN SECO\ FLOO� IM 11111111111•111111111•111•••= FIDE SP I\ MI MO 111•111111111111111111111111111.0111111 Mt MN <LER PLA MI MI ml SCALE: 1/8"= 1'-0" IM MI OM W M MN Mt MN ▪ WI IMO IOW NW EVISI N LEGE\D ® RISER SPRINKLER HEAD,PENDANT SPRINKLER HEAD, UPRIGHT PLUGGED TEE RELOCATED HEAD 2—WAY BRACING 4—WAY BRACING SIDEWALL SPRINKLER EXISTING SPRINKLER HEAD, PENDANT EXISTING SPRINKLER HEAD, UPRIGHT PIPE HANGER —0- --0— GE\ HAL OYES EFEK\CE NAWI\GS CO\S-RUCTIO\ \OTES FIRE PROTECTION CONTRACTOR TO RECONFIGURE SPRINKLER HEADS AS REQUIRED FOR COMPLETE COVERAGE IN NEW OFFICE SPACE. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2014 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 8' PERMIT CENTER ISSUED FOR CONSTRUCTION PHASE 1 - 1 0/1 0/1 3 2M260 jjjj 2M262 2M263 4' 0 4' 8' 16' — — _ SCALE: 1/8"=1'-0" COFFMAN N G I N E E R S 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 B 9-120 - SPL LABS DCN #01 J#16054201-02 COFFMAN M. SOTURA 07.25.07 RECORD DRAWING J#16054201-02 COFFMAN M. SOTURA 06.16.08 C BOEING 9-120 AOE OFFICE MODERIZATION J# 131174-00 COFFMAN M. SOTURA 10.10.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M. SOTURA ENGINEER DATE 05.23.07 05.23.07 SUBTITLE SECOND FLOOR FIRE SPRINKLER PLAN CURRENT REVISION J# 131174-00 SYMBOL DATE 10.10.13 CHECKED APPROVED APPROVED TITLE BOEING 9-120 AOE OFFICE MODERIZATION ARCHITECTURAL MASTER BUILDING 9-120 COL. F—K/1-5 DEV. CENTER. WA SHEET 2M261 JOB NO. 16054201-02 COMP NO. DWG NO. 9-120-2M261 I iron. a /nn /nnn-, z.ng.Gn CM a SUPPLY TERMINAL UNIT COLD p (IN DUCTWORK) 1T3 VFD STAND BY VFD CHILLED WATER m Al HOT WATER m EA VFD STAND BY VFD m (ON EACH FAN) AIR HA\ SCALE: NONE VFD STAND BY VFD COOLING COIL DLI \G PREHEATING COIL U\IT CO\T OL DIAGAV (AHC2 OA HOT WATER m CHILLED WATER m 4 EA n JM310 m (ON EACH FAN) VFD STAND BY VFD m -I-L \ / \/ <7 411) dil\ E LO ED Lo L\....) s W f\ FINAL -FILTERS 11 PRE -FILTERS iUW1J-) FINAL -FILTERS r PRE -FILTERS RA S SA 4bi) LI EM NRAXY ,,o \ , , '01 _0 m (ON EACH FAN) AIR HA\ SCALE: NONE VFD STAND BY VFD COOLING COIL DLI \G PREHEATING COIL U\IT CO\T OL DIAGAV (AHC2 OA HOT WATER m CHILLED WATER m 4 EA n JM310 m (ON EACH FAN) VFD STAND BY VFD m 4 ,/ ■ S es * FOR CONFERENCE ROOM 25E2 ONLY VAV SI \GLE DUCT TE v1I SCALE: NONE A E> SA HOT WATER COIL FOR CONFERENCE ROOM ONLY \AL U\ITS ( M310 (ON EACH FAN) CCN AR REHEATING HUMIDIFIER COOLING COIL COIL PUTP SOON HA\DLI\G UNIT CC \TROL DAG SCALE: NONE AIRFLOW MIN. COLD DECK - UNOCCU. COLD DECK AM SAH �G4) OA M310 MAX. COOLING w� ,, AIRFLOW SCALE: m (ON EACH FAN) TO FIRE ALARM & HARWIRED TO FANS TO FIRE ALARM & - HARWIRED TO FANS MAX. HEATING AIRFLOW 0 BDD EXHAUST FA\ EFRD3 SCALE: NONE EA (3 M310 RA E> LEGE\ D m 0 m 4 VFD TEMPERATURE TRANSMITTER ROOM TEMPERATURE SENSOR PRESSURE TRANSMITTER AIRFLOW TRANSMITTER CURRENT SENSOR FREEZE STAT OVERFLOW DETECTOR HUMIDITY TRANSMITTER CARBON DIOXYDE TRANSMITTER MOTOR SMOKE DETECTOR (BY ELECTRICAL) VARIABLE FREQUENCY DRIVE WITH FAN START/STOP, FAN RPM OUTPUT AND FEED BACK FAN ELECTRIC MOTORIZED CONTROL VALVE O/\/\ ELECTRIC MOTORIZED DAMPER WITH END SWITCH E> EA AIRFLOW DIRECTION REFHE \CES M311 CHILLED a WATER CHILLED WATER COIL ELEVATOR EQT ROO V FAIN HEATING COOLING ROOM TEMPERATURE INCREASE COLD DEC< VCDE SINGLE DUCT AIRFLOW DIAGRAM �1 SCALE: NONE 1910 AIRFLOW HEATING COOLING ROOM TEMPERATURE INCREASE I► MIN. HOT DECK UNOCCU. HOT DECK HOT DECD VODE SI\GLE DUCT AIRFLOW DIAGRAM n SCALE: NONE DC\ RA .00 ** AEVISK.N NO.I fr1I3 oir CHILLED WATER CHILLED WATER COIL REVIEWED FOR ,DE COMPLIANCE APPROVED JAN 0 6 2014 SA City of Tukwila BUILDING DIVISION COIL UNIT. AC1 C2(n [io RECEIVED CITY OF TUKWILA DEC 3 1 2013 SA PERMIT CENTER NOTE: STAND ALONE UNIT WITH ADDITIONAL TEMP SENSOR BY DDC CONTRACTOR v AR CONDITIO\I\G U\IT AC2C2r81 M310 M310 FOR REFERENCE ONLY FACILITY DESIGN BY CEI DATE 10.10.13 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 RECORD DRAWING J#16054201-02 COFFMAN COFFMAN M. SOTURA M. SOTURA 07.12.07 06.16.08 Q�BOE/A/G ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M. SOTURA ENGINEER DATE 05.23.07 05.23.07 SUBTITLE CONTROLS DIAGRAMS CURRENT REVISION J#16054201-02 SYMBOL DATE 06.16.08 CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER OFFICE RENOVATION 04.25.08 SHEET M310 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-M310 co 0 0 0 I- 0 -I-L FT3 L° LO s W f\ FINAL -FILTERS 11 PRE -FILTERS 1:°/ 10�- cp oSA a 0 LI EM NRAXY ,,o \ , , '01 _0 4 ,/ ■ S es * FOR CONFERENCE ROOM 25E2 ONLY VAV SI \GLE DUCT TE v1I SCALE: NONE A E> SA HOT WATER COIL FOR CONFERENCE ROOM ONLY \AL U\ITS ( M310 (ON EACH FAN) CCN AR REHEATING HUMIDIFIER COOLING COIL COIL PUTP SOON HA\DLI\G UNIT CC \TROL DAG SCALE: NONE AIRFLOW MIN. COLD DECK - UNOCCU. COLD DECK AM SAH �G4) OA M310 MAX. COOLING w� ,, AIRFLOW SCALE: m (ON EACH FAN) TO FIRE ALARM & HARWIRED TO FANS TO FIRE ALARM & - HARWIRED TO FANS MAX. HEATING AIRFLOW 0 BDD EXHAUST FA\ EFRD3 SCALE: NONE EA (3 M310 RA E> LEGE\ D m 0 m 4 VFD TEMPERATURE TRANSMITTER ROOM TEMPERATURE SENSOR PRESSURE TRANSMITTER AIRFLOW TRANSMITTER CURRENT SENSOR FREEZE STAT OVERFLOW DETECTOR HUMIDITY TRANSMITTER CARBON DIOXYDE TRANSMITTER MOTOR SMOKE DETECTOR (BY ELECTRICAL) VARIABLE FREQUENCY DRIVE WITH FAN START/STOP, FAN RPM OUTPUT AND FEED BACK FAN ELECTRIC MOTORIZED CONTROL VALVE O/\/\ ELECTRIC MOTORIZED DAMPER WITH END SWITCH E> EA AIRFLOW DIRECTION REFHE \CES M311 CHILLED a WATER CHILLED WATER COIL ELEVATOR EQT ROO V FAIN HEATING COOLING ROOM TEMPERATURE INCREASE COLD DEC< VCDE SINGLE DUCT AIRFLOW DIAGRAM �1 SCALE: NONE 1910 AIRFLOW HEATING COOLING ROOM TEMPERATURE INCREASE I► MIN. HOT DECK UNOCCU. HOT DECK HOT DECD VODE SI\GLE DUCT AIRFLOW DIAGRAM n SCALE: NONE DC\ RA .00 ** AEVISK.N NO.I fr1I3 oir CHILLED WATER CHILLED WATER COIL REVIEWED FOR ,DE COMPLIANCE APPROVED JAN 0 6 2014 SA City of Tukwila BUILDING DIVISION COIL UNIT. AC1 C2(n [io RECEIVED CITY OF TUKWILA DEC 3 1 2013 SA PERMIT CENTER NOTE: STAND ALONE UNIT WITH ADDITIONAL TEMP SENSOR BY DDC CONTRACTOR v AR CONDITIO\I\G U\IT AC2C2r81 M310 M310 FOR REFERENCE ONLY FACILITY DESIGN BY CEI DATE 10.10.13 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 RECORD DRAWING J#16054201-02 COFFMAN COFFMAN M. SOTURA M. SOTURA 07.12.07 06.16.08 Q�BOE/A/G ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M. SOTURA ENGINEER DATE 05.23.07 05.23.07 SUBTITLE CONTROLS DIAGRAMS CURRENT REVISION J#16054201-02 SYMBOL DATE 06.16.08 CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER OFFICE RENOVATION 04.25.08 SHEET M310 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-M310 co 0 0 0 I- 0 SEQUE\CES OF DPEATIO\ GENERAL FUNCTIONAL REQUIRMENTS A. CONTROL OF EQUIPMENT AS DESCRIBED IN THE SEQUENCE OF OPERATIONS SHALL INCLUDE: 1. TIME AND HOLIDAY SCHEDULES 2. OPTIMUM START CONTROL AS PER WASHINGTON ENERGY CODE 1412.4.2 3. ALARM LIMITS AND HISTORIES 4. SUMMARY OF DATA FOR EACH ZONE 5. TREND LOGS AND HISTORICAL DATA 6. ALL SETPOINTS 7. MASTER MENU 8. DYNAMIC COLOR GRAPHIC INTERFACE B. THE FOLLOWING POINT DESCRIPTIONS AND SEQUENCES OF OPERATION SHALL BE ENHANCED AS NECESSARY AND INCLUDED AS PART OF THE CONTROL DRAWINGS TO EXPAND AND CLARIFY INFORMATION SHOWN ON THE DRAWINGS. 1. POINTS INFORMATION SHALL BE DISPLAYED AND ORGANIZED BY SYSTEM IN DYNAMIC GRAPHIC FORM AT THE OPERATOR STATIONS. 2. IT SHALL BE POSSIBLE TO OVERRIDE ANY OUTPUT OR SETPOINT FROM THE AUTOMATIC CONTROL LOGIC AND ENTER A MANUAL OR STATE FROM ANY OPERATOR STATION. 3. IT SHALL BE POSSIBLE TO REPLACE ANY INPUT WITH A MANUAL VALUE FROM ANY OPERATOR STATION. 4. ALL CONTROL LOOP PARAMETERS FOR EACH LOOP SHALL BE DISPLAYED ON ONE DISPLAY. C. THE FOLLOWING COMMANDS, DISPLAY AND DATA SHALL BE AVAILABLE AT THE OPERATOR STATION: 1. AIR HANDLING UNITS A. FANS STATUS B. OUTSIDE AIR TEMPERATURE C. MIXED AIR TEMPERATURE D. SUPPLY AIR TEMPERATURE E. OUTSIDE AIR DAMPER % OPENING F. RETURN AIR TEMPERATURE G. COLDEST AND WARMEST ZONE, ALL ZONES SAMPLED H. DUCT STATIC PRESSURE I. ALARMS (TEMPERATURE, AIRFLOW, PRESSURE, FILTER) D. THE FOLLOWING POINTS ARE REQUIRED IF NEEDED BY CONTROL STRATEGY: 1. DIRECTLY MEASURED TOTAL OUTSIDE AIRFLOW (CFM) E. THE FOLLOWING POINTS SHALL BE DISPLAYED USING CALCULATED VALUES BASED UPON COMMAND POSITION UNLESS EXACT VALUES, AS INDICATED BY A FEEDBACK SIGNAL, ARE REQUIRED BY CONTROL STRATEGY: 1. FAN SPEED (PERCENT OF FULL SPEED) F. AIR TERMINALS 1. CURRENT SPACE TEMPERATURE 2. OCCUPIED HEATING/COOLING SEPOINT 3. UNOCCUPIED HEATING/COOLING SETPOINTS 4. CURRENT STATUS (HEATING/COOLING) 5. CURRENT MODE (DAY/NIGHT) 6. DAMPER POSITION 7. MINIMUM AND MAXIMUM AIRFLOW SETTING (CFM) 8. AIRFLOW READING (CFM) 9. HIGH/LOW TEMPERATURE ALARM 10. DISCHARGE TEMPERATURE ONLY FOR CONFERENCE ROOM. AIR HANDLING UNITS AHRF2 & AHRG4 A. START -STOP AND FAN SAFETIES: 1 SAFETY FEATURES: THE FOLLOWING SHALL PREVENT FAN OPERATION. THESE SAFETIES SHALL BE HARD -WIRED AND SHALL NOT RELY ON DDC CONTROL. A. DIVISION 26 FIRE ALARM OUTPUT. HIGH PRESSURE CUTOUT PRESSURE SWITCHES P1-1& PT4. C. FREEZESTAT (FREEZE PROTECTION). D. RETURN AIR DUCT -MOUNTED SMOKE DETECTORS WILL BE PROVIDED BY DIVISION 28. THE DETECTORS WILL COMMUNICATE WITH THE DIVISION 26 FIRE ALARM SYSTEM. AN OUTPUT MODULE WILL BE PROVIDED UNDER DIVISION 26 (IN THE GENERAL VICINITY OF THE VFD), WHICH WILL PROVIDE FIRE ALARM CONTROL OUTPUT FOR THE AIR HANDLER. DDC CONTROL SHALL ONLY REPORT GENERAL FIRE ALARM FOR THE AREA. ACTION - NORMAL OPERATION: A. IF THE VFD CONTROL SWITCH IS IN "AUTO" AND THE EMCS IS SET TO ALLOW OPERATION OR IF THE VFD CONTROL SWITCH IS IN "ON" POSITION; THEN RETURN AIR, OUTSIDE AIR, AND RELIEF AIR DAMPERS SHALL START OPENING; DAMPERS SHALL MODULATE ACCORDING TO SUPPLY AND OUTSIDE AIRFLOW REQUIRED IN THE BUILDING AND AIR TO BE RELIEVED FROM THE BUILDING. WHEN DAMPERS ARE PROVEN OPEN AND IF SAFETIES ALLOW OPERATION; THEN START THE SUPPLY FANS AND RETURN FANS. THE FANS SHALL RAMP UP TO AND OPERATE AT THE COMMANDED SPEED (SEE BELOW). IF ANY OF THE ABOVE CONDITIONS CHANGE, THEN THE FANS SHALL STOP OPERATING. 3. ACTION - FAN SPEED CONTROL: A. AHRG2: SUPPLY FANS SHALL OPERATE AT THE SPEED COMMANDED BY THE STATIC PRESSURE SENSORS PT2 AND PT3 LOCATED IN THE AIR DISTRIBUTION SYSTEM AT 2/3 OF THE DISTANCE FROM THE LONGEST RUN. RETURN FANS SHALL TRACK SUPPLY FANS SPEED TO RETURN AND RELIEF AIR ACCORDINGLY TO AIR SUPPLY AND BUILDING AIR EXHAUST QUANTITIES. IF VFD FAILS; STAND BY VFD SHALL TAKE OVER SPEED CONTROL AUTOMATICALLY. SUPPLY AIRFLOW IS MEASURED BY FT1, OUTSIDE AIRFLOW BY FT2 AND RETURN AIRFLOW BY FT3. SUPPLY AIRFLOW SHALL BE THE SUM OF OUTSIDE AND RETURN AIRFLOWS. STATIC PRESSURE SETPOINT SHALL BE RESET USING TRIM AND RESPOND LOGIC WITHIN THE RANGE OF 0.5 in. w.g. TO 1.1 in. w.g. WHEN FANS ARE OFF, THE SETPOINT SHALL BE 0.5. WHILE THE FANS ARE PROVEN ON EVERY TWO MINUTES TRIM THE SETPOINT BY 0.04 in. IF THERE ARE TWO ZONES PRESSURE REQUESTS. IF THERE ARE MORE THAN TWO ZONES PRESSURE REQUESTS RESPOND BY INCREASING THE SETPOINT BY 0.06 in. THE ZONE PRESSURE REQUEST ARE GENERATED WHEN THE VAV DAMPER POSITION IS GREATER THAN 95% UNTIL IT DROPS TO 80% OPEN. B. AHRG4: SUPPLY FANS SHALL OPERATE AT THE SPEED COMMANDED BY THE RETURN TEMPERATURE SENSOR TT4. IF RETURN AIR TEMPERATURE IS 83F OR HIGHER FANS SHAL RUN AT FULL SPEED. IF RETURN AIR TEMPERATURE IS BETWEEN 70F AND 82F FANS SHALL RUN AT 75% SPEED (ADJUS). RETURN FAN SHALL TRACK SUPPLY FANS SPEED IN ORDER TO RETURN AND RELIEF THE APPRORIATE AIR QUANTITIES. IF VFD FAILS; STAND BY VFD SHALL TAKE OVER SPEED CONTROL AUTOMATICALLY. SUPPLY AIRFLOW IS MEASURED BY FT1, OUTSIDE AIRFLOW BY FT2 AND RETURN AIRFLOW BY FT3. SUPPLY AIRFLOW SHALL BE THE SUM OF OUTSIDE AND RETURN AIRFLOWS. 4. ACTION - FANS SHUTDOWN: A. IF THE HIGH PRESSURE CUTOUT PRESSURE SWITCHES PT1 OR PT4 ACTIVATE, THE EMCS SHALL COMMAND THE UNIT TO SHUT DOWN UNTIL RESET THROUGH THE EMCS. IF THE RETURN AIR SMOKE DETECTOR IS ENERGIZED THE UNIT SHALL SHUT DOWN. THE FANS SHALL DECREASE IN SPEED AND STOP. ALL DAMPERS SHALL CLOSE. DAMPERS END SWITCHES SHALL CONFIRM THAT THE DAMPERS ARE CLOSED. 5. SPECIAL ALARMS: A. FAILURE OF AHU TO PRODUCE PROPER DISCHARGE STATIC PRESSURE FOR MORE THAN 5 MINUTES. B. DAMPERS NOT IN FULL CLOSED POSITION WHEN UNIT IS OFF. C. PROVIDE DIRECT READOUTS OF FINAL AND PRE FILTER PRESSURE DROP USING ANALOG SENSORS (PT). PROVIDE WARNING ALARM WHEN AT CHANGEOUT PRESSURE. D. HIGH CONDENSATE WATER LEVEL IN COOLING COIL DRAIN PAN SHALL BE ALARMED BY LEAK SENSOR (OD). PROVIDE ALARM AND STOP FAN IF REQUIRED BY OWNER. B. DISCHARGE TEMPERATURE CONTROL FOR AHRG2: 1. SPECIAL INPUTS: A. DISCHARGE TEMPERATURE SETPOINT TT3. B. OUTSIDE AIR TEMPERATURE. AN OUTDOOR SENSOR SHALL PROVIDE INPUT FOR ALL AIR HANDLER UNIT CONTROLS. MINIMUM OUTSIDE AIR: A. SHALL ALWAYS BE SET AT A MINIMUM OF 25% OF THE TOTAL AIR SUPPLY: ACTION - OUTSIDE TEMPERATURE BELOW 40 DEG.: A. ENERGIZE THE AIR ECONOMIZER AS REQUIRED FOR COOLING. MIXED AIR TEMPERATURE IS MEASURED BY TT1. IF ECONOMIZER IS NOT ENERGIZED AND IF IT IS NECESSARY TO INCREASE DISCHARGE AIR TEMPERATURE, ENERGIZE HOT WATER PREHEAT COIL TO MAINTAIN TEMPERATURE BETWEEN 55 DEG AND 65 DEG AS MEASURED BY TT3. DISCHARGE CAN BE INCREASED UP TO 8OF IN OPTIONAL HEATING MODE FOR THE WHOLE AREA. ACTION - OUTSIDE TEMPERATURE BETWEEN 40 AND 75 DEG.: A. ENERGIZE THE AIR ECONOMIZER AS REQUIRED FOR COOLING. MIXED AIR TEMPERATURE IS MEASURED BY TT1. IF AIR ECONOMIZER CANNOT SATISFY THE DISCHARGE SETPOINT, ENERGIZE THE CHILLED WATER COOLING COIL IN ADDITION TO THE ECONOMIZER AS REQUIRED FOR COOLING. 4. ACTION - OUTSIDE TEMPERATURE ABOVE 75 DEG.: A. ECONOMIZER SHALL NOT BE ENERGIZED. ENERGIZE CHILLED WATER COOLING COIL TO SATISFY COOLING SETPOINT. 5. SPECIAL ALARMS: A. TT3 LEAVING AIR TEMPERATURES 3 DEG. OR MORE ABOVE OR BELOW SETPOINT FOR MORE THAN 5 MINUTES. C. DISCHARGE TEMPERATURE AND HUMIDITY CONTROL FOR AHRG4: 1. SPECIAL INPUTS: A. DISCHARGE TEMPERATURE SETPOINT TT3. B. OUTSIDE AIR TEMPERATURE. C. ROOM HUMIDITY SENSOR. 2. MINIMUM OUTSIDE AIR: A. OUTSIDE AIR VOLUME SHALL BE AT A MINIMUM OF 800 CFM. 3. ACTION - OUTSIDE TEMPERATURE BELOW 40 DEG.: A. ENERGIZE THE AIR ECONOMIZER AS REQUIRED FOR COOLING AND MAINTAIN DISCHARGE TEMPERATURE TT3 BETWEEN 55 AND 60F(ADJUST). MIXED AIR TEMPERATURE IS MEASURED BY TT1. IF RELATIVE HUMIDITY IN SPACE GOES BELOW 35% THEN LIMIT USE OF ECONOMIZER PROGRESSIVELY AND ENERGIZE CHILLED WATER COIL INSTEAD TO MAINTAIN TT3 SETPOINT. IF NECESSARY ENERGIZE HUMIDIFIER TO MAINTAIN ROOM RELATIVE HUMIDITY AT 35%. HIGH HUMIDITY LIMIT (IN AH2RG4) SENSOR SETPOINT SHALL BE 85% AND MODULATE HUMIDIFIER OUTPUT. 3. ACTION - OUTSIDE TEMPERATURE BETWEEN 40 AND 75 DEG.. A. ENERGIZE THE AIR ECONOMIZER AS REQUIRED FOR COOLING AND MAINTAIN DISCHARGE TEMPERATURE TT3 BETWEEN 55 AND 60F(ADJUST). MIXED AIR TEMPERATURE IS MEASURED BY TT1. IF AIR ECONOMIZER CANNOT SATISFY THE DISCHARGE SETPOINT, ENERGIZE THE CHILLED WATER COOLING COIL IN ADDITION TO THE ECONOMIZER AS REQUIRED FOR COOLING. IF ROOM HUMIDITY IS HIGHER THAN 65% LOWER DISCHARGE SETPOINT TO 53 DEGREE AND REDUCE FAN SPEED DOWN TO 75% IF NEEDED TO AVOID OVERCOOLING. IF ROOM HUMIDIITY SETPOINT CANNOT BE MET COOL AIR TO 53F AS MEASURED BY TT2 AND REHEAT WITH REHEAT COIL UP TO 62F( ADJUST) BY ENERGIZING THE HOT WATER REHEAT COIL TO MAINTAIN ROOM HUMIDITY LEVEL BELOW 65%. 4. ACTION - OUTSIDE TEMPERATURE ABOVE 75 DEG.: A. ECONOMIZER SHALL NOT BE ENERGIZED. ENERGIZE CHILLED WATER COOLING COIL TO SATISFY COOLING SETPOINT AND MAINTAIN DISCHARGE TEMPERATURE TT3 AT 55F(ADJUST). MIXED AIR TEMPERATURE IS MEASURED BY TT1. 5. SPECIAL ALARMS: A. TT3 LEAVING AIR TEMPERATURES 3 DEG. OR MORE ABOVE OR BELOW SETPOINT FOR MORE THAN 5 MINUTES. B. HIGH HUMIDITY SENSOR ENERGIZED IN THE AIR HANDLER UNIT. SINGLE DUCT VAV TERMINAL UNITS A. THE SINGLE DUCT VAV TERMINAL UNIT SHALL OPERATE VIA THE DDC CONTROLLER. TERMINAL UNIT AIR VALVE SHALL MODULATE TO SATISFY ZONE OCCUPIED COOLING SETPOINT, INITIALLY SET FOR 73 DEG. F COOLING (OPERATOR ADJUSTABLE). B. WHEN ZONE TEMPERATURE IS GREATER THAN OR EQUAL TO COOLING SETPOINT, THE VAV AIR VALVE SHALL MODULATE OPEN TO SATISFY ZONE OCCUPIED COOLING SETPOINT. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION RECORD DRAWING J#16054201-02 J#16054201-02 COFFMAN COFFMAN M. SOTURA M. SOTURA 07.12.07 06.16.08 g)LAITASrAv,G' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN COFFMAN DATE 05.23.07 C. WHEN ZONE TEMPERATURE IS LESS THAN COOLING SETPOINT, THE VAV AIR VALVE SHALL CLOSE TO MINIMUM POSITION. FOR CONFERENCE ROOM ONLY IF ZONE SETPOINT IS STILL NOT SATISFIED WHEN AIR VALVE IS AT MINIMUM POSITION THEN ENERGIZE VAV REHEAT COIL. THE FOLLOWING POINTS LISTED BELOW SHALL BE MONITORED FOR DISPLAY AND ALARMING THROUGH OPERATOR'S STATION. ALL POINTS SHALL BE DISPLAYED AT STATION, ALARM FUNCTIONS SHALL BE GIVEN. 1. TERMINAL UNIT ZONE TEMPERATURE (HIGH TEMPERATURE ALARM). 2. TERMINAL UNIT AIRFLOWS (LOW AND HIGH FLOW ALARM). 3. TERMINAL UNIT DAMPER POSITION E. PROVISIONS SHALL BE MADE TO CONTROL AIR VALVE IN HEATING MODE WITH PRIMARY AIR TEMPERATURE AS HIGH AS 80 DEG DURING VERY COLD PERIODS. VALVE SHALL THEN MODULATE OPEN TO SATISFY ZONE OCCUPIED HEATING SETPOINT. CARBON DIOXIDE SENSOR (CO2) IN CONFERENCE ROOM SHALL MODULATE PRIMARY AIRFLOW TO MAINTAIN CO2 LEVEL BELOW SETPOINT (INCREASE AIRFLOW WHEN ROOM CO2 LEVEL INCREASE). CO2 ROOM SETPOINT IS CO2 OUTDOOR LEVEL (IN PPM) PLUS 1,000 PPM ACCORDING TO ASHRAE STANDARD 62.1-2004 USER MANUAL, APPENDIX A. ENERGIZE REHEAT COIL AS NEEDED TO MAINTAIN TEMPERATURE SETPOINT. G. DURING UNOCCUPIED TIME THE VAV VALVE SHALL GO TO A LOWER MINIMUM AIRFLOW THAN DURING OCCUPIED TIME (0.2 CFM/SQFT INSTEAD OF 0.4 CFM/SQFT). EXHAUST FAN EFRD3 A. EXHAUST FAN SHALL BE COMMANDED ON THROUGH CMCS AND SHALL BE INTERLOCKED TO RUN WITH AHRF2. PROOF OF OPERATION SHALL BE REPORTED TO OPERATOR'S STATION. FAN FAILURE SHALL ALARM AT THE OPERATOR'S STATION. CHILLED WATER COOLING UNITS AC2C2, AC1C2. A. CHILLED WATER AIR CONDITIONING UNITS SHALL SERVE THE COOLING NEEDS OF THE NOTED ROOMS. THE UNITS SHALL BE COMMANDED THROUGH THE ROOM DEDICATED THERMOSTAT AND/OR CONTROLLER. B. CMCS SHALL MONITOR ALL ROOM TEMPERATURES (WITH ADDITIONAL SENSOR) AND PROVIDE ALARM IF ROOM TEMPERATURE IS HIGHER THAN 76 DEG. F (ADJUSTABLE) AND LOWER THAN 65 DEG. F. (ADJUSTABLE). C. CMCS SHALL HAVE THE ABILITY TO NOTIFY A MINIMUM OF (4) FOUR SEPARATE BOEING AUTHORIZED PAGER NUMBERS UPON ANY ALARM ASSOCIATED WITH THE DCN ROOM COOLING UNIT. D. DRAIN OVERFLOW ALARM SHALL STOP THE ELEVATOR EQUIPMENTROOM UNIT. MBA REVISION NOEL 3 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 002014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER FOR REFERENCE ONLY FACILITY DESIGN BY CE I DATE 10,10,13 APPROVED BY DEPT. DATE CHECKED M. SOTURA ENGINEER 05.23.07 SUBTITLE SEQUENCE OF OPERATIONS CURRENT REVISION J#16054201-02 SYMBOL DATE 06.16.08 CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-120 RENOVATION BUILDING 9-120 DEV. CENTER, WA SHEET M311 JOB NO. 16054201-02 COMP NO. DWG No. 09-120-M311 ROUTHG: 12/07/06 07:28 STRAP HANGER FLEXIBLE DUCT ORE 8" MINIMUM INSIDE RADIUS PROVIDE 1/4" BEAD BEAD AROUND COLLAR FOR CLAMP CATCH SMACNA APPROVED CLAMP EARTHQUAKE SUPPORT WIRES WHERE REQUIRED TYPICAL DIRECT DIFFUSES CO SCALE: NONE MAIN TRUNK DUCTS AIR FLOW COLD SUPPLY DUCT, SEE FLOOR PLANS STRAIGHT GALV INSULATED ROUND DUCT, MIN DISTANCE OF 3 TIMES BOX INLET SIZE SHEET METAL TRANSITION AS REQUIRED, TYP. TERMINAL UNIT (TYPICAL) 12" MINIMUM STRAIGHT VERTICAL DUCT ADAPTER WHEN REQUIRED CEILING DIFFUSER REFER TO DRAWINGS, SCHEDULES SPECIFICATIONS FOR TYPE AND SIZE ECTI 0 \ n \1M530 45° DUCT TAKE -OFF FITTING FLEX DUCT IF NEEDED, TYP. MINIMUM 36" SERVICE CLEARANCE, OR AS REQUIRED BY AHJ, FOR SIDE WITH CONTROL PANEL. MOUNTING RODS UP TO STRUCTURE W/ SPRING ISOLATORS PER SPECIFICATIONS NOTE: FOR DUCT SIZING, REFER TO TERMINAL UNIT SCHEDULE ON SHEET M1 E. SI\ GLE DUCT TERV I\ AL SCALE: NONE LOW VELOCITY SUPPLY -AIR DUCT, SEE FLOOR PLANS MINIMUM 3'-0" TO FIRST BRANCH OR ELBOW UNIT DETAIL n M530 AIRFLOW r_ TRUNK DUCT CONICAL SPIN -IN (MIN. 2" LARGER) NOT LESS THAN ONE STRAP HANGER FOR EACH FLEX DUCT NOTE: DO NOT UTILIZE FLEXIBLE DUCT IF NOT INDICATED ON PLANS. PROVIDE SHEETMETAL DUCT, RECTANGULAR IF NEEDED FOR SPACE CONSTRAINTS r (3) ACCEPTABLE ROUND DUCT TAKE -OFFS PROVIDE A VOLUME DAMPER FOR EVERY DIFFUSER AND GRILLE. LOCATE DAMPER AS FAR AS PRACTICAL, AND WITH NOT LESS THAN 6 LINEAR FEET OF DUCT, FROM DIFFUSER OR GRILLE. LOCATE DAMPERS ON RECORD DRAWINGS AND COORDINATE WITH AIR BALANCER 6 FOOT MINIMUM, 8 FOOT MAXIMUM LENGTH AND 180° MAXIMUM CUMULATIVE CHANGE OF DIRECTION FOR FLEX DUCT. PROVIDE AT LEAST 90° CHANGE OF DIRECTION WHERE POSSIBLE FOR ACOUSTICAL CONSIDERATION DIFFUSER OR GRILLE (TYP). REFER TO ACCEPTABLE CONNECTION DETAILS TYPICAL CO\\ECTI\G DUCT FC� DIFFUSES A\D GRILLES SCALE: NONE 530 THE FOLLOWING DUCT FITTINGS ARE CONSIDERED ACCEPTABLE. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR OTHER FITTINGS PRIOR TO FABRICATION. ONLY FITTINGS WITH EQUAL OR LOWER PRESSURE DROP WILL BE CONSIDERED. DUCT ELBOWS R=1/2W DUCTS W/ AIR VELOCITY UNDER 1,500 FPM R=W DUCTS W/ AIR VELOCITY OVER 1,500 FPM AND ALL DUCTS UPSTREAM OF TERMINAL UNITS OFFSETS NOTE: OFFSETS (TO AVOID OBSTRUCTIONS) ARE REQUIRED BUT ARE NOT NECESSARILY SHOWN ON THE PLANS. 12"x12" ACCESS PANEL ON BOTTOM OF DUCT UPSTREAM OF TURNING VANES. REQUIRED FOR RETURN AND EXHAUST DUCTS TURNING VANES CHANGE OF DUCT SIZE MAX. 15° TRANSITION CONICAL SPIN -IN OR TRANSITION TO CONNECTION SIZE END TAP AT LEAST 50% GREATER THAN AREA OF SMALLER DUCT MAX. 15° 45° OR 90° RADIUS ELBOWS BRANCH DUCT TAKEOFFS W/ MINIMUM PRESSURE DROP ROUND OR RECTANGULAR OK ONLY UNDER 1,500 FPM D=1 /2W, BUT NOT MORE THAN 12" (1/3W OK IF UND 3,000 FPM) OBTAIN PRIOR APPROVAL FOR ALL RETURN & EXHAUST LOCATIONS TURNING VANES ACCESS PANEL (TYPICAL REQUIRED FOR RETURN & EXHAUST DUCTS DUCT FITTI\ SCALE: NONE NOT LESS THAN TWICE THE DUCT AREA G EQUREv RECTANGULAR DUCT CONICAL SPIN -IN ROUND DUCT RUNOUT TO SINGLE DIFFUSER OR GRILLE ONLY ACCESS PANEL OK ONLY UNDER 1,500 FPM R=1/2W DUCTS W/ AIR VELOCITY UNDER 1,500 FPM R=W DUCTS W/ AIR VELOCITY OVER 1,500 FPM AND ALL DUCTS UPSTREAM OF TERMINAL UNITS E\TS � d,530 AIR EXTRACTOR ADJUSTABLE FROM OUTSIDE DUCTWORK. OBTAIN PRIOR APPROVAL FOR ALL RETURN AND EXH. LOCATIONS SYM REVISION ORIG 9-120 RENOVATION RECORD DRAWING J#16054201-02 J#16054201-02 BY COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 07.12.07 06.16.08 SYM REVISION BY APPROVED DATE Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN G. ROUTH STRAP HANGER —� 46" 1/4" CLOSED CELL SOUNDLINING - DO NOT INSTALL TURNING VANES IN MITERED ELBOW 36"- 60" DUCT SIZE TO MATCH SIZE OF RETURN GRILLE \ II CEILING ETUN GRILLE ATTE\ SCALE: NONE REVISION N},I 203 fr%i3 DATE 10.30.06 UATO GRILLE, REFER TO DRAWINGS, SCHEDULES & SPECIFICATIONS FOR TYPE AND SIZE ra - M530 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 3 1 2013 PERMIT CENTER FOR REFERENCE ONLY FACILITY . DESIGN BY CEI DATE 10 , 10 , 13 CHECKED M. SOTURA 10.30.06 SUBTITLE HVAC DETAILS CURRENT REVISION 16054201-02 SYMBOLO R I G DATE 07.12.07 APPROVED BY DEPT. DATE ENGINEER M. SOTURA CHECKED APPROVED APPROVED 10.30.06 TITLE MECHANICAL MASTER 9-120 RENOVATION BUILDING 9-120 DEV. CENTER, WA SHEET M530 10/3/2013 2:12:08 PM JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-M531 0 OVERLAPPING GALVANIZED SHEET METAL PROTECTION SHIELD PROTECTION SADDLE INSULATION INSERTED IN SADDLE CAVITY HANGER ROD W/ JAM NUT CLEVIS HANGER PIPE INSULATION CUT TO FIT AROUND PROTECTION SADDLE OVERLAPPING GALVANIZED SHEET METAL PROTECTION SHIELD - DOUBLE THICKNESS JACKET BOTTOM DETAIL 'A' HOT PIPE 4" DIAMETER AND LARGER (60° F & HIGHER) PIPE HA SCALE: NONE HANGER ROD W/ JAM NUT CLEVIS HANGER PIPE INSULATION UPPER HALF OF PIPE HIGH DENSITY INSULATION INSERT - LOWER HALF OF PIPE DETAIL 'B' HOT PIPE UNDER 4" DIAMETER COLD PIPE ALL SIZES \GRS-I\SULATED PIPE DETAIL n I M.531 OPEN PIPE FOR PRIMING & CLEANOUT (TYP) A (TYP) TO FLOOR DRAIN 1 FROM AIR HANDLER B (TYP) DRAIN PANS (TYP.) DRAIN PAN 1/2" FOR VENTING - -4Le- 1 ©1 2 -WAY PRESSURE INDEPENDANT CONTROL VALVE (TYPICAL) rl MEMORY STOP CHILLED WATER RETURN DRAIN PAN CONNECTION _1� 1/2" DRAIN AT LOWEST HEADER (FLOW OR RETURN) IX CHILLED WATER SUPPLY 4" BAL. VALVE (TYP) SAME SIZE AS HEADER CONN. (TYP) LOCATE RISERS SO AS TO NOT BLOCK COIL REMOVAL 1-1/4" TO FD CHILLED WATE COIL PIPI\ SCALE: NONE 1. SLOPE ALL DRAIN PIPING PER CODE, BUT NEVER LESS THAN 1%. 2. TRAP DEPTH DIMENSION "A" SHALL BE THE MAXIMUM POSSIBLE NEGATIVE PRESSURE IN THE UNIT AT THE DRAIN OUTLET (IN INCHES W.G.) PLUS ONE INCH. IF THE PRESSURE IS POSITIVE, "A" SHALL BE ONE INCH. 3. TRAP DEPTH DIMENSION "B" SHALL BE HALF OF "A" PLUS ONE INCH IF OUTLET IS UNDER NEGATIVE PRESSURE. IF THE PRESSURE IS POSITIVE, "B" SHALL BE THE MAXIMUM POSSIBLE PRESSURE (IN INCHES W G.) PLUS TWO INCHES. COOLING COIL CO SCALE: NONE \DE NSATE TRAP DETAIL - M531 G DIAGRAV1 MANUAL AIR VENT PT TEST PORT TYPICAL FOR AIR HA\DLERS - 4531 CONTROL VALVE HOT WATER COIL HOT WATE SCALE: NONE ►fit S/ ►t GATE VALVE CIRCUIT BALANCING VALVE BALANCING COCK 2" RETURN USE STRAINER PLUG AS COIL DRAIN METHOD STRAINER COIL PIPING DIAGRAM 2" UPPLYS GATE VALVE FC AR HA\ CHWR z-� FOR FAN COIL UNIT PROVIDE PRESSURE INDEPENDANT CONTROL VALVE INSTEAD OF A FLOW CONTROL VALVE. THE LIEBERT UNIT HAS ITS OWN CONTROL VALVE INSIDE THE UNIT. CHWS �—IC5I TO F.D. TO F.D. PROVIDE GRAVITY CONDENSATE DRAIN WITH TRAP OR PUMPED CONDENSATE DRAIN AS APPLICABLE 1/2' FOR UNIT. INDIRECT DRAIN TO COLLECTOR PIPE OR APPROVED RECEPTOR, ONE PIPE SIZE LARGER THAN CONNECTION SIZE PREFERRED TRAP LOCATION AT UNIT DLERS - M531 PROVIDE DRAIN PAN UNDER UNIT WITH LEAK DETECTOR CEILING VOU\TED CHILLED WATER COOLI\G U\IT PIPI\G 7,IAGAv SCALE: NONE CV BOX WITH REHEAT AIRF MANUAL AIR VENT VALVE WHERE COIL IS HIGHER THAN MAINS OR WHERE REQ'D.\ HEATING COIL LEGE\D -1 GE TEST PLUG BALL VALVE GATE VALVE 3 -WAY CONTROL VALVE BUTTERFLY VALVE GATE VALVE WITH HOSE CONNECTION AUTOMATIC FLOW CONTROL VALVE WYE STRAINER (W/ DRAIN VALVE) THERMOMETER UNION AUTOMATIC AIR VENT (WITH DRAIN) ERAL \OTES REFFE\CE HAWI\GS CO\STRUCTIO\ \OTES TEMP./PRESS. TEST PLUG MP.) MODULATING CONTROL VALVE HWR BALANCING VALVE HWS FROM SUPPLY FAN1 UNION (TYPICAL) NOTE: PROVIDE 3 FEET CLEARANCE IN FRONT OF TERMINAL UNIT CONTROL PANEL RE EAT TER VI\ BALL VALVE (TYP.) STRAINER 1/2" HOSE END DRAIN VALVE (TYP.) AL PIPING DIAGRA V SCALE: NONE RE IS 1CM NOEL M13-0 � 3 (6 - M531 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2014 City of Tukwila BUILDING DIVISION .111012111111:11110 "•111111111.1.3M1.... RECEIVED CITY OF TUKWILA DEC 31 2013 PERMIT CENTER FOR REFERENCE ONLY FACILITY DESIGN BY CE I DATE 10,10,13 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 A 9-120 - SPL LABS DCN #01 J#16054201-02 COFFMAN M. SOTURA 07.25.07 RECORD DRAWING J#16054201-02 COFFMAN M. SOTURA 06.16.08 Q,�BOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN COFFMAN DATE 05.23.07 APPROVED BY DEPT. DATE CHECKED M. SOTURA ENGINEER 05.23.07 SUBTITLE PIPING DETAILS CURRENT REVISION 16054201-02 SYMBOL A DATE 07.12.07 CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-120 RENOVATION BUILDING 9-120 DEV. CENTER, WA SHEET M531 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-M531 12:42:54 PM A A V C \ TY VA 3 PROJECT SITE FROM DOWNTOWN SEATTLE ❑ n 14-01 7-127 KING COUNTY AIRPORT OFFICE CENTER (FM) 900 w EXIT 158 d 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT BO \G Iv -LO D v 599 TUKWILA \TAL C T FROM KENT & AUBURN 900 NO SCALE E30- 9 /25 T., C \\O A \C DI- VH AS WLA, OP MARC WAS Vb\ \A 0\ 20 AL Ch \ WA ON 98 SO _. AREA V A D 9725 TJ 13,1D\ EAST v A R LA, WAS /OW A GI DDR1-SS: \AL WAY SOJTH \G 0\ 98108 PROJECT SITE 9 120 B,J LD \G LO CAT 0\ NO SCALE 08 AfINIE PERMIT .rOU ED FOR: ® Mechanical ErtIectrical clilumbing L7 Gas Piping Ofy of Tukwila BLill_DING DIVISION REVISIONS No changes shall be made to the scope of worst without prior approval of uicv,.I la Building. Division. , NO 7': F`", f ions will require a new plan submittal and may include additional plan review fees. - RAL \OT =S CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH WORK WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAF I S. 4. RETURN THIS SAME SET TO ROCK MOUG, 253-773-8400, AT BUILDING 9-51.2 AFTER COMPLETION OF WORK OF THIS CONTRACT. DROJ -CT C PC '<LST CHECK BOX ® THESE DRAWINGS CONFORM TO THE I.B.C., I.F.C., I.M.C., I.P.C., N.E.C. AND THE WAC 51-20 AS ADOPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA, WASHINGTON ZONING. ❑ ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 1004.1.2. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ® NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENGINEERING CALCU_ATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ® 2. TENANT IMPROVEMENT (NON—STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCU_ATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 3. MECHANICAL, 4 COMPLETE SETS. ❑ 4. FIRE PROTECTION/SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROJECT NARRATIVE: OFFICE TENANT IMPROVEMENT PROJECT ON 2ND FLOOR OF EXISTING B9-120 BUILDING IN TUKWILA, WA. NO CHANGE IN USE OR OCCUPANCY. PROJECT INCLUDES ENTRY/ RECEPTION, ENLCOSED OFFICES, CONFERENCE ROOMS, OPEN OFFICE AREA AND A BREAK AREA. MINOR MODIFICATIONS ARE TO OCCUR WITHIN THE EXISTING OFFICE AREA TO REMAIN. THE PROJECT ALSO INCLUDES NEW RESTROOMS AND REP-ACEMENT OF 2ND FLOOR EXTERIOR WINDOWS ON WEST AND SOUTH SIDES OF BUILDING. DES G\ T -A v OWNER: Q,�BOE/NGm c'— BOEING DEVELOPMENT CENTER 9725 EAST MARGINAL WAY SOUTH TUKWI A, WASHINGTON 98108 CONSTRUCTION NANAGER: LEE LEI, lee.lei3@boeing.com (206) 304-8415 USER GROUP: USER: COMMERCIAL AIRLINE SERVICES (CAS) PROJECT NAME: AVIATION SERVICES INNOVATION CENTER (ASIC) DIRECTOR - MICHAEL SANDIFER ARCHITECTURAL: ZGF ARCHITECTS 925 4TH AVENUE, SUITE 2400 SEATTLE, WA 98104 (206) 623-9414 CONTACT: GILBERT RECLA, gilbert.recla@zgf.com STRUCTURAL, MECHANICAL, ELECTRICAL & PLUMBING: COFFMAN ENGINEERS 1601 5TH AVENUE, SUITE 900 SEA I LE, WA 98101 (206) 623-0717 STRUCTURAL: EMERY OLJALA, ojala@coffman.com MECHANICAL & PLUMBING: MICHEL SOTURA, sotura@coffman.com ELECTRICAL: BEN MAXWELL, maxwell@coffman.com COD S, vv ARV LAND USE CODE CITY OF TUKWILA, WASHINGTON BUILDING CODES * CITY OF TUKWILA ORDINANCES AND ZONING * 2012 INTERNATIONAL BUILDING CODE (IBC) * 2012 INTERNATIONAL FIRE CODE (IFC) * 2012 INTERNATIONAL MECHANICAL CODE (IMC) * 2012 NATIONAL ELECTRICAL CODE (NEC) * 2012 INTERNATIONAL PLUMBING CODE (IPC) OCCUPANCY GROUP CONSTRUCTION TYPE * 2012 INTERNATIONAL ENERGY CONSERVATION/ WASHINGTON STATE ENERGY CODE * ACCESSIBLE AND USABLE BUILDINGS AND FACILITEIS WITH STATEWIDE ADMENDMENTS, ICC/ANSI A117.1-09 GROUP B, OFFICE TYPE II—A, NON—COMBUSTIBLE EXISTING FLOOR AREAS: BUILDING FOOTPRINT 73,700 S.F. BUILDING GROSS 180,170 S.F. FIRST FLOOR 73,700 S.F. SECOND FLOOR 73,700 S.F. PENTHOUSE 32,770 S.F. EFFECTED AREA TENANT IMPROVEMENT OF APPROXIMATELY 27,633 SQUARE FEET BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC CATEGORY: DESIGN LOADS: ROOF — SNOW ROOF — LIVE FLOOR OFFICE (LIVE) FLOOR — DEAD FLOOR — MECHANICAL & STORAGE FLOOR — STAIRS AND CORRIDORS WIND LOADING NUMBER OF EXITS: EXIT WIDTH REQUIRED: EXIT WIDTH PROVIDED: FIRE EXTINGUISHERS: FILE COPY Permit No. 55 FT. 3 NO CHANGES BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 25 PSF 20 PSF 150 PSF 20 PSF (PARTITION) 125 PSF 150 PSF 80 MPH, EXPOSURE C 4 TOTAL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 04 2013 the - City of Tukwila BUILDING DIVISION STAIRS= 148 INCHES DOORS= 111 INCHES STAIRS= 198 INCHES DOORS= 136 INCHES TYPE: AMEREX MODEL 461, RATED 3A:40B:C, 6 LB CAPACITY. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 75 FEET, MAXIMUM FLOOR AREA PER EXTINGUISHER = 11,250 SF Plan review approval is subject to errors and omissions. 74,;; t of construction documents does not authorize tf =" ` scion of ' •opted code or ordinance. Receipt n epprove �� . t, ;:�is acknowledged: By Date: 17— Q -1�- City Of lbkwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 6 2013 PERMIT CENTER \ OT FO CO\STUCTIO\. FO PRICI \G PURPOSES 0\LY. CO\TACTOR TO FIELD VERIFY ALL VEASUREVE\TS. PHASE H CO\STUCTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 FCS — SPL LABS J#16054201-02 DLR GROUP DR/LS 07.12.07 D 9-120 AOE OFFICE MODERNIZATION J#131174-00 ZGF TS 10.14.13 A 9-120 FCS SPL LABS DCN#01 J#16054201-02 DLR GROUP LS/DR 07.25.07 E —120 ASIC — 60% SUBMITTAL ISSUE J#131174-00 ZGF TS 10.31.13 RECORD DRAWING J# 16054201-02 DLR GROUP LS 04.11.08. 1 ASIC, - EXT 'IO' V ' GF T 10.01 13 4:\Stgifs�Go q t ,., 43:boe9\CAD\201iF1031 T00 1b 4 a set\09-120-G0.dwg, 11/1/2013 3:13:25 PM, DWG To PDF.pc3 BOE/NG0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ZGF ARCHITECTS DATE 10.31.13 CHECKED SUBTITLE TITLE SHEET MZGF CURRENT REVISION 131174-00 SYMBOL F DATE 10.31.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-120 COL. SHEET JOB NO. SFV_ CFNTFR WA DWG NO. GO 131174-00 COMP NO. nq-17n-rn SYM MECHANICAL LEGEND SYMBOL DESCRIPTION HVAC RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN I- 24/12 I- 24/12 I f 24/12- r)*(1 DUCT SHOWN IN SECTION, ARROW POINTS TO SIDE CALLED OUT FIRST HUMIDISTAT, WALL ROUND DUCT, NUMBER INDICATES DIAMETER h 241 9 241 f I 1L OVAL DUCT, FIRST HUMBER INDICATES MAJOR DIAMETER, SECOND NUMBER INDICATES MINOR DIAMETER h 24/12} 4 24/121 I f '1---1>< D SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING TOWARDS 'f"---kr-F-4 SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING AWAY 1L ''. / ' x L ' \ FLEXIBLE DUCT EXHUST,RETURNORSUPPLYR DUCT DUCT CONNECTION .__:_1 :11-11- LINED DUCT 460 ROUND , ELBOW FACING TOWARDS SIDEWALL SUPPLY AIR DIFFUSER, GRILLE, OR REGISTER AND CFM AIR FLOW Ilr EE ---TF SOUND ATTENUATOR EXHAUST, RETURN OR SUPPLY DUCT, ROUND, ELBOW FACING AWAY CFM (v:9-jCENTRIFUGAL FAN, INLET GUIDE VANES 1ST CHARACTER: V = VARIABLE AIR VOLUME TERMINAL UNIT 2ND CHARACTER: F = FAN POWERED UNIT C = SHUTOFF UNIT 3RD CHARACTER: E = ELECTRIC HEAT W = HOT WATER HEAT C = DU = NO ALAT HECOIL D DUCT MARK NUMBER - SIDEWALL RETURN/EXHAUST AIR GRILLE OR REGISTER AND AIR FLOW 1L .14-44-- 100 CFM f f EXHAUST AIR OR RETURN AIR DUCT SQUARE OR RECTANGULAR, ELBOW FACING TOWARDS Lvi alt. ��� I00CFM , EXHAUST AIR OR RETURN AIR DUCT, SQUARE OR RECTANGULAR, ELBOW FACING AWAY 1L ' ' ' SUPPLY OUTLET, CEILING TYPE, DIFFUSER AGM LEA, R SQW E (OE ROLAR r--, il I 400 CF►M I`-]; TRANSITION RECTANGULAR TO RECTANGULAR SUPPLY OUTLET, CEILING TYPE, ROUND AND CFM AIR FLOW (SEE NOTE 4) INE �i 410 CFM LINEAR DIFFUSER AND CFM AIR FLOW (SEE NOTE 4) 11-----91 100 CFM TRANSITION AT TAKE OFF TRANSITION SQUARE OR RECTANGULAR TO ROUND OR OVAL 11- i --/i --. _ 100 CFM RETURN/RELIEF GRILLE, CEILING TYPE, NON -DUCTED �' , �� [ UP UNIT HEATER, HORIZONTAL DUCT OFFSET UP OR DOWN UNIT HEATER, VERTICAL PROJECTION - SUPPLY AIR FLOW DIRECTION DOWN RETURN, OUTSIDE OR EXHUAST AIR FLOW DIRECTION OPPOSED BLADE DAMPER 1Li THERMOSTAT, WALL °N NIGHT THERMOSTAT T THERMOSTAT, CEILING PARALLEL BLADE DAMPER 1L'It 4::::=1::* 1 VOLUME DAMPER \ I DUCT (ELECTRIC OR PNEUMATIMOTOR C) � E IA BACK DRAFT DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) ME- MI' BDD AD OR AP ACCESS DOOR (AD) OR ACCESS PANEL (AP) iL FD _FIRE DAMPER ( I HOUR ) I + i T ;FD f f FD2 FIRE DAMPER ( 2 HOUR ) + i + ;FD2 f f EXISTING TO BE REMOVED ///////// REVISION BY MECHANICAL LEGEND SYMBOL DESCRIPTION. HVAC RECTANGULAR DUCT, SQUARE'ELBOW WITH TURNING VANES 11 11 1L HUMIDISTAT, WALL RECTANGULAR DUCT, RADIUS VANED ELBOW HUMIDISTAT CEILING 1L D DUCT TYPE SMOKE DETECTOR --- D DUCT TYPE HEAT DETECTOR 'f"---kr-F-4 STATIC PRESSURE REGULATOR EXTRACTION GRID 114,---0-1 FLEXIBLE DUCT DUCT CONNECTION .__:_1 :11-11- LINED DUCT -1F SIDEWALL SUPPLY AIR DIFFUSER, GRILLE, OR REGISTER AND CFM AIR FLOW Ilr EE ---TF SOUND ATTENUATOR 100 CFM (v:9-jCENTRIFUGAL FAN, INLET GUIDE VANES 1ST CHARACTER: V = VARIABLE AIR VOLUME TERMINAL UNIT 2ND CHARACTER: F = FAN POWERED UNIT C = SHUTOFF UNIT 3RD CHARACTER: E = ELECTRIC HEAT W = HOT WATER HEAT C = DU = NO ALAT HECOIL D DUCT MARK NUMBER SIDEWALL RETURN/EXHAUST AIR GRILLE OR REGISTER AND AIR FLOW 1L .14-44-- 100 CFM f f SCREENED OPENING AND CFM AIR FLOW alt. ��� I00CFM , SUPPLY OUTLET, CEILING TYPE, DIFFUSER AGM LEA, R SQW E (OE ROLAR r--, il I 400 CF►M I`-]; SUPPLY OUTLET, CEILING TYPE, ROUND AND CFM AIR FLOW (SEE NOTE 4) INE �i 410 CFM LINEAR DIFFUSER AND CFM AIR FLOW (SEE NOTE 4) 100 CFM RETURN/EXHAUST REGISTER OR GRILLE, CEILING DUCT TYPE AND CFM AIR FLOW 11- i --/i --. _ 100 CFM RETURN/RELIEF GRILLE, CEILING TYPE, NON -DUCTED �' , �� [ UNIT HEATER, HORIZONTAL Nk i UNIT HEATER, VERTICAL PROJECTION SUPPLY AIR FLOW DIRECTION RETURN, OUTSIDE OR EXHUAST AIR FLOW DIRECTION OT THERMOSTAT, WALL °N NIGHT THERMOSTAT T THERMOSTAT, CEILING APPROVED DATE SYM REVISION 1 MECHANICAL LEGEND SYMBOL DESCRIPTION HVAC R THERMOSTAT, REMOTE, CEILING OH HUMIDISTAT, WALL H HUMIDISTAT CEILING D DUCT TYPE SMOKE DETECTOR D DUCT TYPE HEAT DETECTOR 2 STATIC PRESSURE REGULATOR T H DUCT MOUNTE LINED DUCT -1F EE ---TF SOUND ATTENUATOR (Y1 CENTRIFUGAL FAN (v:9-jCENTRIFUGAL FAN, INLET GUIDE VANES 1ST CHARACTER: V = VARIABLE AIR VOLUME TERMINAL UNIT 2ND CHARACTER: F = FAN POWERED UNIT C = SHUTOFF UNIT 3RD CHARACTER: E = ELECTRIC HEAT W = HOT WATER HEAT C = DU = NO ALAT HECOIL D DUCT MARK NUMBER f f BY APPROVED DATE ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M.SOTURA 10.31.13 MECHANICAL LEGEND SYMBOL DESCRIPTION A AAV AD ADD AF AFF AP AUD AVG BI BDD BFP BHD BHP BOD BOP BOS BTU BTUH BW C Cv `C CAP CC CCW CFM CI { CONN CPLG CW DA DB DBD DIA, DN DS DWG dB } EA EAT EFF ELL ELEV, EL ESP EVAP EMT EXH EXIST EXT 'F FC FLR FOB FOF FOIC FOT FPM FS FT FV GAL GPM GALV GA HC HD HORIZ HP HPC HR HVAC ID IE IGV IN KW KVA ANCHOR AUTOMATIC AIR VENT ACCESS DOOR ANGULAR DOWN DISCHARGE AIR FOIL WHEEL ABOVE FINISHED FLOOR ACCESS PANEL ANGULAR UP DISCHARGE AVERAGE BACKWARD INCLINED WHEEL BACK DRAFT DAMPER BACKFLOW PREVENTER BOTTOM HORIZONTAL DISCHARGE BRAKE HORSE POWER BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM OF STEEL BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR BUTTWELD COMMON FLOW COEFFICIENT TEMPERATURE - DEGREES CELSIUS CAPACITY COOLING COIL COUNTER CLOCKWISE ROTATION CUBIC FEET PER MINUTE CAST IRON CENTER LINE CONNECTION COUPLING CLOCKWISE ROTATION DIRECT ACTING DRY BULB TEMPERATURE DOWN BLAST DISCHARGE DIAMETER DOWN DOWNSPOUT DRAWING DECIBELS EXHAUST AIR / EACH ENTER AIR TEMPERATURE (`F) EFFICIENCY ELBOW ELEVATION EXTERNAL STATIC PRESSURE EVAPORATOR ENTERING WATER TEMPERATURE EXHAUST EXISTING EXTERIOR / EXTERNAL TEMPERATURE - DEGREES FAHRENHEIT FORWARD CURVE WHEEL FLOOR FLAT ON BOTTOM FACE OF FLANGE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FLAT ON TOP FEET PER MINUTE FLOW SWITCH FEET FACE VELOCITY FPM GALLONS GALLONS PER MINUTE GALVANIZED GAGE, GAUGE HEATING COIL HEAD - FEET OF WATER HORIZONTAL HORSEPOWER HIGH PRESSURE CONDENSATE HOUR HEATING, VENTILATING AND AIR CONDITIONING INSIDE DIAMETER INVERT ELEVATION INLET GUIDE VANE INCHES KILOWATT KILOVOLT -AMPERE Q� BOE/NG o� MECHANICAL LEGEND SYMBOL DESCRIPTION LAT LBS, # LWT MA MAX MBH MCC MIN MOV MTD, MTG NC NIC NO NTS NPSH OA OBD OF OS&Y OD PBD PD/AP POS PRESS PRV PS PSIG PSV RA RECT REF RH RM ROT RPM RQD RTN SA SCFM SHC SHF SO SOV SP SQ SS STL SW SUCT SV TDH TEMP TH THC THD THRD TOD TOS TOP TP TS TSP TV TYP UBD VAV VD VP VERT VTA VTR WB WG W/ LEAVING AIR TEMPERATURE (`F) POUNDS LEAVING WATER TEMPERATURE (`F) MIXED AIR MAXIMUM HEAT CAPACITY BTU PER HOUR X 1000 MOTOR CONTROL CENTER MINIMUM MOTOR OPERATED VALVE MOUNTED, MOUNTING NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN / NUMBER NOT TO SCALE NET POSITIVE SUCTION HEAD OUTSIDE AIR OPPOSED BLADE DAMPER OVERFLOW OUTSIDE SCREW AND YOKE OUTSIDE DIAMETER PARALLEL BLADE DAMPER PRESSURE DROP OR DIFFERENTIAL PRESSURE POSITION PRESSURE PRSSURE REGULATING VALVE PRESSURE SWITCH PRESSURE - POUNDS PER SQUARE INCH, GAUGE PRESSURE RELIEF (SAFETY) VALVE REVERSE ACTING (CONTROLLER) / RETURN AIR RECTANGULAR REFERENCE RELATIVE HUMIDITY ROOM ROTATION REVOLUTIONS PER MINUTE REQUIRED RETURN SUPPLY AIR CUBIC FEET OF AIR, AT STANDARD CONDITIONS SENSIBLE HEAT CAPACITY SENSIBLE HEAT FACTOR SCREENED OPENING SOLENOID OPERATED VALVE STATIC PRESSURE SQUARE STAINLESS STEEL STEEL SOCKET WELD SUCTION SAFETY RELIEF VALVE TOTAL DYNAMIC HEAD (FEET OF WATER) TEMPERATURE TOTAL HEAD (FEET OF WATER) TOTAL HEAT CAPICITY TOP HORIZONTAL DISCHARGE THREADED TOP OF DUCT TOP OF STEEL TOP OF PIPE TOTAL PRESSURE TEMPERATURE SWITCH TOTAL STATIC PRESSURE TURNING VANE TYPICAL UP BLAST DISCHARGE VARIABLE AIR VOLUME VOLUME DAMPER VELOCITY PRESSURE VERTICAL VENT TO ATMOSPHERE VENT THROUGH ROOF WET BULB TEMPERATURE WATER GAUGE (INCHES OF WATER) WITH REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION MI3O2o3 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M.SOTURA ENGINEER CHECKED DATE 10.31.13 10.31.13 SUBTITLE NOTES: I. DESIGNATES EQUIPMENT APPEARING ON MECHANICAL EQUIPMENT SCHEDULES 2. SEE DRAWING MIB FOR ABBREVIATIONS OF PIPING, IDENTIFICATIONS AND SPECIALTIES. SEE CONTROL SCHEMATIC(S) FOR ADDITIONAL ABBREVIATIONS AND SYMBOLS RELATING TO CONTROL SYSTEMS. 4. DIFFUSERS WITHOUT ARROWS TO INDICATE AIR FLOW DIRECTION ARE FOR FLOW IN ALL DIRECTIONS (TWO DIRECTIONS FOR LINEAR DIFFUSERS), ARROWS ARE USED TO INDICATE DESIRED AIR FLOW DIRECTIONS IN OTHER CASES, SHEET METAL \OTES 1. PERFORM ALL SHEETMETAL WORK IN ACCORDANCE WITH CURRENT SMACNA STANDARDS. MINIMIZE EXTRANEOUS HANGERS & EXCESS SEALANT. 2. DUCT SEALING SHALL MEET REQUIREMENTS LISTED IN CHAPTER 6 OF IMC AND WASHINGTON STATE ENERGY CODE. IN ADDITION, PROVIDE SEAL CLASS A FOR ALL DUCTWORK. 3. CONSTRUCT DUCTS WITH G-60 OR BETTER GALVANIZED STEEL (ASTM 527) LFQ, CHEM TREAT. 4. CONSTRUCT RECTANGULAR DUCTWORK TO MEET ALL FUNCTIONAL CRITERIA DEFINED IN SECTION VII, OF THE SMACNA HDCS. PROVIDE DIAGONAL CREASING OR BEADING ON ALL PANELS WIDER THAN 18 -INCHES, AND PANELS LESS THAN 18 GAGE. CONSTRUCT ROUND AND FLAT OVAL DUCTWORK IN ACCORDANCE WITH CHAPTER 3 OF SMACNA DUCT CONSTRUCTION STANDARDS. 5. DUCTMATE, METZ, OR W.D.C.I. DUCT CONNECTION SYSTEMS ARE ACCEPTABLE. DUCTS CONSTRUCTED USING THESE SYSTEMS WILL REFER TO THE MANUFACTURER'S GUIDELINES FOR SHEET GAUGE, INTERMEDIATE REINFORCEMENT SIZE AND SPACING, AND JOINT REINFORCEMENTS. 6. PROVIDE COLLARS WHEREVER AN EXPOSED DUCT PASSES THROUGH A WALL, SLAB, OR CEILING--1-INCH WIDE, 18 -GAGE ANGLE WITH MITERED CORNERS. 7. SPIN -IN FITTINGS SHALL BE CONICAL TYPE WITH VOLUME DAMPER, AND QUADRANT; FLEX MASTER ELLEN OR EQUIVALENT. PROVIDE INSULATION GUARD FOR LINED DUCTWORK. 8. ELBOWS IN RECTANGULAR OR SQUARE DUCTWORK SHALL HAVE AN INSIDE RADIUS EQUAL TO DIMENSION OF ELBOW IN THE PLANE OF THE TURN; OTHERWISE USE SQUARE ELBOWS WITH TURNING VANES. ELBOWS IN ROUND DUCTWORK SHALL HAVE THE INSIDE RADIUS EQUAL TO DIMENSION OF ELBOW IN THE PLANE OF THE TURN. USE SEGMENTED, SEGMENTED STANDING SEAM, PLEATED, OR STAMPED ELBOWS. ADJUSTABLE ELBOWS ARE ALLOWED IF RADIUS CONFORMS TO ABOVE AND ALL JOINTS ARE SEALED, CLASS A. 10. SQUARE CORNER INSERTS (TURNING VANES) SHALL BE SMACNA FIG. 2.3 DOUBLE THICKNESS, RUNNER TYPE 2 WITH 2-1 /8—INCH SPACING. 11. VOLUME DAMPERS ARE NOT SHOWN GENERALLY, INCLUDE A DAMPER IN THE DUCT TO EACH SUPPLY, EXHAUST, OR RETURN OPENING; ALSO IN EACH BRANCH DUCT WHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH. LOCATE DAMPERS AT A POINT WHERE THE DUCT IS ACCESSIBLE; AS FAR FROM THE OUTLET AS POSSIBLE. DO NOT PROVIDE VOLUME DAMPER ON SUPPLY DUCTWORK UPSTREAM OF TERMINAL UNITS. DAMPERS SHALL BE RUSKIN MD25 OR MDRS25. 12. INSULATE DUCTWORK PER 2012 WASHINGTON STATE ENERGY CODE WITH SEATTLE AMENDMENTS. 13. THOROUGHLY CLEAN ALL DEBRIS FROM THE INSIDE OF ALL DUCTWORK AND PLENUMS. BLOW FREE ALL SMALL PARTICLES OF RUBBISH AND DUST. 14. MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS FOR EXACT LOCATIONS. AFTER SHOP DRAWINGS ARE COMPLETED VERIFY EXACT LOCATION OF GRILLES AND DIFFUSERS IN THE FIELD. ENSURE THAT DIFFUSER AND GRILLE FRAMES MATCH CEILING TYPES AND FINISH PRIOR TO ORDERING. \SOLATION EQURENENTS 1. PIPE INSULATION REQUIREMENTS: DOMESTIC COLD WATER: 1/2" THICK ON 1" DIAMETER PIPE AND SMALLER. 1" THICK ON ALL PIPING LARGER THAN 1" DIAMETER. DOMESTIC HOT WATER: 1" THICK ON 2" DIAMETER PIPING AND SMALLER. 1-1/2" THICK ON ALL PIPING OVER 2" DIAMETER. 1/2" INSULATION ACCEPTABLE ON RUNOUTS UP TO 8 FEET IN LENGTH ROUTED IN WALLS TO PLUMBING FIXTURES. 2. DUCT INSULATION REQUIREMENTS: SUPPLY DUCTS: R-3.3 INSULATION FOR SUPPLY DUCTS WITHIN THE BUILDING ENVELOPE. AS FOLLOWS: A. ABOVE ACT CEILING INDOOR SUPPLY DUCTWORK SHALL BE MINERAL FIBER INSULATION BLANKET WITH R-3.3 MINIMUM. B. THE MAIN EAST WEST RECTANGULAR SUPPLY DUCTWORK IN NEW TENANT SPACE ( EXPOSED OR NOT EXPOSED) SHALL BE INSULATED WITH BOARD AND PAINTED AS PER ARCHITECT COLOR. C. ROUND DUCTING IN OPEN SPACE AREA CAN BE LEFT WITHOUT INSULATION. EXPOSED PLENUMS IN MECHANICAL ROOMS: SAME AS DUCTWORK, EXCEPT USE RIGID INSULATION BOARD WITH KRAFT BARRIER. MECHANICAL PERM' 10/31/13 NOV 0 6 2013 PERMIT CENTEF MECHANICAL LEGEND AND ABBREVIATIONS CURRENT REVISION J#131174-00 SYMBOL() SIC DATE 10.31.13 APPROVED APPROVED TITLE BOEING 1-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 DEV. CENTER, WA SHEET M1A JOB NO. 4131174-00 COMP NO. DWG NO. 09-120-M1A MECHANICAL LEGEND SYMBOL DESCRIPTION WELDING GROOVE ANGLE, ROOT OPENING, FINISH SYMBOL INCLUDED ANGLE DEPTH OF FILLING OUNTERSINK FOR PLUG AND CONTOUR SYMBOL FOR OF COUNTERSI PLUGWELD SLOT WELDS EFFECTIVE LENGTH OF WELD THROAT F PITCH (CENTER TO CENTER SPACING) SIZE, SIZE OR OF WELDS STRENGTH FOR CERTAIN WELDS R �, W o / FIELD WELD SYMBOL ARROW CONNECTING I S ( E 1 N LIP L -P REFERENCE LINE TO ARROW SIDE GLOBE VALVE, OPEN / CLOSED CHILLED WATER RETURN co Q N (N ELEMENTS IN THIS OR ARROW SIDE MEMBER OF JOINT WELD ALL AROUND SYMBOL n AREA REMAIN AS SHOWN WHEN TAIL AND ARROW ARE REVERSED REFERENCE LINE NUMBER OF SPOT OR PROJECTION WELDS PRESSURE RELIEF VALVE / SAFETY VALVE BASIC WELD SYMBOL OR CORROSION RESISTANT VENT DETAIL REFERENCE TAIL (MAY BE OMMITTED WHEN REFERENCE IS NOT USED SPECIFICATIONS, PROCESS OR OTHER REFERENCE c"-1 BACK WELD N FILLET WELD PIPE TEE, OUTLET UP OR TOWARD PLUG OR SLOT WELD I I COOLING TOWER FILTER SUPPLY II SQUARE WELD O SPOT OR PROJECTION WELD COOLING TOWER RETURN -,/I-/ $ PIPE UNION GENERAL BALL VALVE, OPEN / CLOSED NEW WORK — CTS -- PIPE CROSS EXISTING WORK DOMESTIC COLD WATER ///////// EXISTING TO BE REMOVED PIPE ELBOW, 90' SHORT RADIUS - - ,HIDDEN OR BELOW GRADE DII CROSSING LINES, NO CONNECTION -I=- IDWI CONNECTING LINES UEQUIPMENT MARK NUMBER PIPE ELBOW, 45' PUMP — , INSULATED PIPE —b S— IFOS -b___S— INSULATED PIPE WITH ELECTRIC HEAT TRACING 10- POINT OF CONNECTION NATURAL GAS IGI -AAV REFRIGERANT HOT GAS DISCHARGE HGDH— FIXTURES ❑ DF DRINKING FOUNTAIN D ELECTRIC WATER COOLER THERMOMETER, LINE MOUNT BLIND FLANGE EWC II IIPSI IIIWI ❑ EWCH ELECTRIC WATER COOLER FOR HANDICAPPED DOMESTIC HOT WATER CIRCULATING O LAV LAVATORY, ROUND COUNTER MOUNT IIIWRI • LAV LAVATORY, RECTANGULAR COUNTER OR WALL MOUNT 0 INSTRUMENT AIR EWF SAFETY EYE WASH FOUNTAIN — INDIRECT DRAIN SS SERVICE SINK, WALL HUNG PIPE ANCHOR SERVICE SINK, FLOOR MOUNT IW VALVE BOX SS 1>< SHOWER STALL AND FIXTURE I) URINAL, WALL HUNG CO ED WATER CLOSET, WALL HUNG STEAM SUPPLY (MEDIUM PRESS, 15-125 PSIG) --� T CONDENSATE RETURN (PUMPED) TM SYM REVISION BY APPROVED MECHANICAL LEGEND SYMBOL DESCRIPTION PIPE IDENTIFICATION -Do-/-1104- COMPRESSED AIR, PLANT IAI X ACID WASTE IAWI CONDENSATE RETURN (GRAVITY) CI I CHEMICAL FEED —r1 GLOBE VALVE, OPEN / CLOSED CHILLED WATER RETURN —I CHWRI— FLANGED FITTING n CHILLED WATER SUPPLY —I CHWS I— PRESSURE RELIEF VALVE / SAFETY VALVE —1CRV1— CORROSION RESISTANT VENT CORROSION RESISTANT WASTE EXISTING SPRINKLER HEADS (REMOVE) CRWI— COOLING TOWER FILTER RETURN PIPE TEE, OUTLET UP OR TOWARD 101 i COOLING TOWER FILTER SUPPLY I: - CTFS — 18 I COOLING TOWER RETURN -,/I-/ $ PIPE UNION -]-/-III]- BALL VALVE, OPEN / CLOSED COOLING TOWER SUPPLY — CTS -- PIPE CROSS ISI DOMESTIC COLD WATER --IA CWI PIPE ELBOW, 90' SHORT RADIUS ELECTRIC BELL DEIONIZED WATER DII PIPE ELBOW, 90' LONG RADIUS DISTILLED WATER IDWI FIRE LINE, AHEAD OF ALARM VALVE IT1 PIPE ELBOW, 45' FUEL OIL RETURN IT , PIPE ELBOW, TURNED UP OR TOWARD FUEL OIL SUPPLY IFOS PIPE ELBOW, TURNED DOWN OR AWAY —IFOV1— FUEL OIL VENT NATURAL GAS IGI -AAV REFRIGERANT HOT GAS DISCHARGE HGDH— MANUAL AIR VENT (WITH DRAIN) PIPE CAP, WELDED OR GROOVED CONDENSATE RETURN (PRESSURE) D IIPRI THERMOMETER, LINE MOUNT BLIND FLANGE STEAM SUPPLY (HIGH PRESS, 125-250 PSIG) II IIPSI IIIWI DOMESTIC HOT WATER SUPPLY I4 A / A DOMESTIC HOT WATER CIRCULATING —1HWC1— AIR OUTLET - HARD PIPE, SIMPLEX / DUPLEX HEATING WATER RETURN IIIWRI MOTOR OPERATOR —IHWS-I- HEATING WATER SUPPLY 0 INSTRUMENT AIR I IAI PIPE REDUCER ECCENTRIC — INDIRECT DRAIN —IID PIPE ANCHOR INDUSTRIAL WASTE IW VALVE BOX 400 LIQUID PETROLEUM GAS ----MPG] I ma STEAM SUPPLY (LOW PRESS, 0-15 PSIG) —ILPS1 —1MPSI— STEAM SUPPLY (MEDIUM PRESS, 15-125 PSIG) --� T CONDENSATE RETURN (PUMPED) TM PIPE GUIDE PROCESS WATER IPW V REFRIGERANT DISCHARGE IRDI REFRIGERANT LIQUID IRLI 1.<3I I Rs —1RWL RAIN WATER LEADER DIRECTION OF FLOW SLOPE SPRINKLER LINE ISI SANITARY WASTE BELOW GRADE OR FLOOR -H SANI HOSE BIBB SANITARY WASTE ABOVE GRADE OR FLOOR —I SANT— NFHB STEAM SUPPLY —I STM --7TS1 STORM DRA I N VACUUM -1 VAC 1— ----V VENT FLOOR DRA I N `. FD FLOOR SINK Cl!] DATE SYM REVISION BY APPROVED DATE ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M.SOTURA 10.31.13 MECHANICAL LEGEND MECHANICAL LEGEND SYMBOL DESCRIPTION -Do-/-1104- GATE VALVE, OPEN / CLOSED PIPE FITTINGS X Y PIPING MATERIAL CHANGE, X TO Y SPRINKLER HEAD, PENDENT, OFFSET, NEW GATE VALVE WITH HOSE CONNECTION I SCREWED FITTING OR AS SPECIFIED 1 GLOBE VALVE, OPEN / CLOSED SPRINKLER HEAD, SIDEWALL, UPRIGHT, NEW BALANCE VALVE PLUG FLANGED FITTING n II sN PRESSURE RELIEF VALVE / SAFETY VALVE WELDED FITTING PETCOCK I_L+I EXISTING SPRINKLER HEADS (REMOVE) PIPE TEE, STRAIGHT FIRE HOSE CABINET PIPE TEE, OUTLET UP OR TOWARD 101 i MOTOR OPERATED VALVE I: PIPE TEE, OUTLET DOWN OR AWAY 18 I FDC -,/I-/ $ PIPE UNION -]-/-III]- BALL VALVE, OPEN / CLOSED Mild FH BUTTERFLY VALVE PIPE CROSS ISI 2 WAY CONTROL VALVE --IA SR PIPE ELBOW, 90' SHORT RADIUS ELECTRIC BELL ��- PLUG VALVE / STOP COCK PIPE ELBOW, 90' LONG RADIUS FLOAT VALVE PIPE ELBOW, REDUCING QUICK OPENING VALVE M PIPE ELBOW, 45' 1 —F0 CI PIPE ELBOW, TURNED UP OR TOWARD GC CSC PIPE ELBOW, TURNED DOWN OR AWAY I a PIV PIPE CAP SCREWED OR SOLDER JOINT -AAV AUTOMATIC AIR VENT (WITH DRAIN) -MAV MANUAL AIR VENT (WITH DRAIN) PIPE CAP, WELDED OR GROOVED GAUGE WITH VALVE D UI THERMOMETER, LINE MOUNT BLIND FLANGE II THERMOMETER, SEPARABLE WELL MOUNT PIPE PLUG TEST PLUG I4 A / A AIR DROP, SIMPLEX / DUPLEX REDUCING PIPE FLANGE AIR OUTLET - HARD PIPE, SIMPLEX / DUPLEX II' PETE'S PLUG, WITH BALL VALVE MOTOR OPERATOR PIPE REDUCER, CONCENTRIC P 0 BACKFLOW PREVENTER 1E) PIPE REDUCER ECCENTRIC — T PIPE ANCHOR X O VALVE BOX 400 PIPE HANGER / ma SPRING HANGER STEAM TRAP --� T A PIPE GUIDE OV VACUUM OUTLET (LAB VAC) HARD PIPED V FLEXIBLE PIPE CONNECTION VACUUM CLEANING OUTLET EXPANSION JOINT III 1.<3I DIRECTION OF FLOW SLOPE DIRECTION OF SLOPE, DOWN HOSE BIBB B NFHB NON FREEZE HOSE BIBB WASTE FITTINGS FLOOR DRA I N `. FD FLOOR SINK Cl!] FS ® TD TRENCH DRAIN O WR WASTE RECEPTOR, ROOF FUNNEL FLOOR DRAIN X FFD O RD (OFD) ROOF DRAIN (OVERFLOW DRAIN - ROOF) —0-05&01 SAND AND OIL INTERCEPTER WALL CLEAN OUT WCO —0 FCO FLOOR CLEAN OUT CLEAN OUT, EXPOSED !co WASTE PIPING BEND I) LATERAL I\ SANITARY WYE AND I/8TH BEND BY APPROVED DATE ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M.SOTURA 10.31.13 MECHANICAL LEGEND SYMBOL DESCRIPTION PIPING SPECIALTIES -Do-/-1104- GATE VALVE, OPEN / CLOSED -41 —CE ANGLE GLOBE VALVE, ELEVATION / PLAN SPRINKLER HEAD, PENDENT, IN LINE, NEW GATE VALVE OUTSIDE SCREW AND YOKE SPRINKLER HEAD, PENDENT, OFFSET, NEW GATE VALVE WITH HOSE CONNECTION Y SPRINKLER HEAD, SIDEWALL, PENDENT, NEW -DO1-/-1114- GLOBE VALVE, OPEN / CLOSED SPRINKLER HEAD, SIDEWALL, UPRIGHT, NEW BALANCE VALVE PLUG 1111111.- ___4:41_ PRESSURE REGULATING VALVE sN PRESSURE RELIEF VALVE / SAFETY VALVE —I— PETCOCK )8E: EXISTING SPRINKLER HEADS (REMOVE) BALANCE VALVE WITH METERING PORTS FIRE HOSE CABINET SOLENOID OPERATED VALVE 10- 4111I i MOTOR OPERATED VALVE I: SWING CHECK VALVE WITH FLOW IIIV FDC -,/I-/ $ LIFT CHECK VALVE -]-/-III]- BALL VALVE, OPEN / CLOSED Mild FH BUTTERFLY VALVE RA AUTOMATIC SPRINKLER RISER 2 WAY CONTROL VALVE --IA 3 WAY CONTROL VALVE ELECTRIC BELL PLUG VALVE / STOP COCK —loll FLOAT VALVE —1>V1 QUICK OPENING VALVE M ----IN: WYE STRAINER (WITH DRAIN VALVE) CI COOLING COIL CHILLED WATER GC CSC GROOVED COUPLING, GROOVED CAP HEATING COIL PIV POST INDICATOR VALVE, YARD -AAV AUTOMATIC AIR VENT (WITH DRAIN) -MAV MANUAL AIR VENT (WITH DRAIN) XPRESSURE GAUGE WITH VALVE HALON SYSTEM, MANUAL DISCHARGE STATION UI THERMOMETER, LINE MOUNT 2 WAY EARTHQUAKE BRACING . THERMOMETER, SEPARABLE WELL MOUNT TEST PLUG A / A AIR DROP, SIMPLEX / DUPLEX lb- / � AIR OUTLET - HARD PIPE, SIMPLEX / DUPLEX E" lIE PETE'S PLUG, WITH BALL VALVE MOTOR OPERATOR TRAP SEAL PRIMER VALVE P --IBFPf- BACKFLOW PREVENTER 1E) FLOW METER, VENTURI TYPE — T TRAP, FLOAT 0 0 ■ O VALVE BOX 400 AUTOMATIC FLOW CONTROL VALVE (NUMBER INDICATES GPM) ma STEAM TRAP --� T A VACUUM DROP (LAB VAC) OV VACUUM OUTLET (LAB VAC) HARD PIPED V VACUUM CLEANING OUTLET VALVE IN RISER (TYPE SPECIFIED) 1.<3I Q� BOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE MECHANICAL LEGEND SYMBOL DESCRIPTION FIRE PROTECTION SPRINKLER HEAD, UPRIGHT, NEW -0— SPRINKLER HEAD, PENDENT, IN LINE, NEW AD-- SPRINKLER HEAD, PENDENT, OFFSET, NEW Y SPRINKLER HEAD, SIDEWALL, PENDENT, NEW V SPRINKLER HEAD, SIDEWALL, UPRIGHT, NEW 1111111.- SPRINKLER HEAD, DRY PENDENT SPRINKLER HEAD, OVER AND UNDER -CO— EXISTING SPRINKLER HEADS (TO REMAIN) )8E: EXISTING SPRINKLER HEADS (REMOVE) FIRE HOSE CABINET [ FHC FDC V FIRE DEPARTMENT CONNECTION, WALL TYPE FDC. FIRE DEPARTMENT CONNECTION, YARD TYPE FDC FIRE DEPARTMENT CONNECTION, FLUSH ■ 4IH FH FIRE HYDRANT - 2 HOSE OUTLET Mild FH FIRE HYDRANT - 2 HOSE OUTLET AND PUMPER CONNECTION ASR AUTOMATIC SPRINKLER RISER II_ML WATER MOTOR GONG ELECTRIC BELL IJI DRY PIPE VALVE ALV -I ALARM VALVE, WET M MONITOR SWITCH CI FLOW SWITCH GC CSC GROOVED COUPLING, GROOVED CAP THRUST BLOCK PIV POST INDICATOR VALVE, YARD WIV WALL INDICATOR VALVE, PLAN / ELEVATION ® HALON SYSTEM AUTOMATIC DISCHARGE STATION [E HALON SYSTEM, MANUAL DISCHARGE STATION 1 2 WAY EARTHQUAKE BRACING 4 WAY EARTHQUAKE BRACING CONTROLS EMCS ENERGY MANAGEMENT CONTROL SYSTEM MCC MOTOR CONTROL CENTER ❑ MOTOR OPERATOR P PRESSURE TRANSMITTER 1E) DIFFERENTIAL PRESSURE TRANSMITTER IRCU ROMOTE CONTROL UNIT TEMPERATURE TRANSMITTER 0 0 ■ OPERATOR WITH POSITIVE POSITIONER C FILTER DIFFERENTIAL PRESSURE SENSOR/TRANSMITTER MAIN CONTROL AIR 20 PSIG DRAWN COFFMAN CHECKED M.SOTURA ENGINE°€R CHECKED APPROVED APPROVED DATE 10.31.13 10.31.13 SUBTITLE REVIEWED FOR DE COMPLIANCE APPROVED DEC 0 4 2013 City of a BUILDING DIVISION M 13- 0203 RECEIVED CITY OF TUKWILA NOV 062013 PERMIT CENTER ACOFFMAN mmiNGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships MECHANICAL PERMIT 10/31/13 MECHANICAL LEGEND AND ABBREVIATIONS TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 DEV. CENTER. WA CURRENT REVISION J#131174-00 SHEET SYMBOL() 31G DATE 10.31.13 M16 JOB NO. J#131174-00 COMP NO. DWG NO. 9-120-M1B SINGLE DUCT TERMINAL UNIT SCHEDULE J 1. TERMINAL UNIT ASSEMBLY INCLUDES AIR VALVES, CONTROLLERS. TERMINAL UNIT AIR VALVES SHALL BE ABLE TO OPERATE AT ANY POINT WITHIN THE SETPOINT RANGE INDICATED BY THE MANUFACTURER FOR A GIVEN INLET SIZE. MARK SUPPLY UNIT COLD DUCT OUTLET DUCT BASIS OF DESIGN AIRFLOW SETPOINTS INLET SIZE INLET DUCT BRANCH SIZE MINIMUM CFM MAXIMUM CFM W2 -C3 AHRG2 300 750 10 12 14x12.5 TITUS DESV W2 -D3 AHRG2 300 800 10 12 14x12.5 TITUS DESV W2 -E2 AHRG2 800 2900 16 18 24X18 TITUS DESV W2-F3A AHRG2 300 1200 12 14 16x14 TITUS DESV WITH REHEAT COIL* W2-F3B AHRG2 800 2900 16 18 24X18 TITUS DESV W2 -F2 AHRG2 400 1630 12 14 16x14 TITUS DESV W2 -G2 AHRG2 800 2900 16 18 24X18 TITUS DESV W2 -H2 AHRG2 800 2900 16 18 24X18 TITUS DESV W2-H3B AHRG2 800 3000 16 18 24X18 TITUS DESV W2-G3B AHRG2 300 600 8 10 12x10 TITUS DESV W2-G3A AHRG2 250 650 8 10 12x10 TITUS DESV W2-G3C AHRG2 600 1740 14 16 20x16 TITUS DESV W2-H3A AHRG2 150 320 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2-H3C AHRG2 400 1150 12 14 16x14 TITUS DESV WITH REHEAT COIL* - AHRG2 200 400 6 8 12x8 TITUS DESV WITH REHEAT COIL* INITIALLY SET MAXIMUM AND MINIMUM CFM'S AT VALUES INDICATED ON THE SCHEDULE FOR EACH INDIVIDUAL TERMINAL. 2. NC LEVELS ON ALL TERMINAL BOXES SHALL BE LESS THAN 25. 3. PROVIDE CONNECTING DUCT FROM EACH INLET TO THE ASSOCIATED MEDIUM PRESSURE TRUNK DUCTS AS PER INLET BRANCH DUCT SIZE SCHEDULE. WHERE SPACE IS NOT AVAILABLE FOR ROUND DUCT, PROVIDE FLAT OVAL OR RECTANGULAR DUCT OF EQUAL OR GREATER CROSS SECTION AREA WITH NECESSARY TRANSITIONS. IF A LARGER SIZE IS INDICATED ON THE PLANS, PROVIDE THE LARGER SIZE AND TRANSITION TO THE INLET SIZE 3 FEET UPSTREAM OF THE TERMINAL. 4. PROVIDE OUTLET DUCT, SIZE AS SCHEDULED, UNLESS NOTED OTHERWISE ON DRAWINGS, FROM TERMINAL OUTLET TO THE POINT DOWNSTREAM THAT A DIFFERENT SIZE DUCT IS INDICATED ON PLAN. WHERE NECESSARY DUE TO SPACE RESTRICTIONS, PROVIDE DIFFERENT SHAPE DUCT WITH THE SAME CROSS SECTION AREA. OUTLET DUCT IS TYPICALLY URGER THAN TERMINAL DISCHARGE. PROVIDE ALL NECESSARY TRANSITIONS. 5.E 5.SEE DETAIL all FOR MINIMUM CLEARANCE REQUIREMENTS. W2-B2B AHRE5 150 300 6 8 12x8 TITUS DESV WITH REHEAT COIL** W2-A2A AHRE5 150 400 7 10 12x8 TITUS DESV WITH REHEAT COIL** W2-A2B AHRE5 250 500 7 9 12x8 TITUS DESV WITH REHEAT COIL* W2 -A3 AHRE5 150 360 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2 A4 AHRE5 220 500 7 9 12x8 TITUS DESV WITH REHEAT COIL** W2 -A5 AHRE5 450 1500 12 14 16x14 TITUS DESV WITH REHEAT COIL* W2 -A6 AHRE5 330 1100 12 14 16x14 TITUS DESV WITH REHEAT COIL** W2-A8A AHRE5 100 160 5 6 12x8 TITUS DESV WITH REHEAT COIL** W2-A8B AHRE5 100 300 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2 -B8 AHRE5 250 700 8 10 12x10 TITUS DESV WITH REHEAT COIL* W-D8B AHRE5 600 2000 14 16 20x16 TITUS DESV WITH REHEAT COIL* W2-B3B AHRE5 300 725 9 12x12 16x12 TITUS DESV WITH REHEAT COIL* M530 * REHEAT COIL SHALL 1 ROW (OR 2) TO BE ABLE TO REHEAT FROM MINIMUM AIRFLOW FROM 55° TO 80°F (HOT WATER SUPPLY IS 180°F) ** PROVIDE 3 -WAY VALVE COIL PIPING AT THIS LOCATION. SEE DETAIL 6/M531. REHEAT COIL SHALL BE 1 ROW (OR 2) TO BE ABLE TO REHEAT BOX MINIMUM AIRFLOW FROM 55° TO 80°F (HOT WATER SUPPLY IS 180°F) W2-B2A AHRE5 150 300 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2-B2C AHRE5 180 450 7 9 12x8 TITUS DESV WITH REHEAT COIL* W2-B3A AHRE5 180 300 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2-B3C AHRE5 150 350 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2 -B4 AHRE5 280 800 9 12x12 1.6x12 TITUS DESV WITH REHEAT COIL** W2-B6A AHRE5 350 950 10 ` 12 14x12.5 TITUS DESV WITH REHEAT COIL* W2-B6B AHRE5 120 300 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2-B6C AHRE5 120 300 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2 -D5 AHRE5 420 1400 12 14 16x14 TITUS DESV WITH REHEAT COIL* W2 -D6 AHRE5 480 1600 12 14 16x14 TITUS DESV WITH REHEAT COIL* W2-C7A AHRE5 120 300 6 8 12x8 TITUS DESV WITH REHEAT COIL** W2-C7B AHRE5 120 300 6 8 12x8 TITUS DESV WITH REHEAT COIL* W-D8A AHRE5 700 2300 14 16 20x16 TITUS DESV WITH REHEAT COIL* W2 -C8 AHRE5 200 500 7 9 12x8 TITUS DESV WITH REHEAT COIL* W2 -D4 AHRE5 150 350 6 8 12x8 TITUS DESV WITH REHEAT COIL* W2 -H7 AHRE5 300 650 8 10 12x10 TITUS DESV WITH REHEAT COIL** SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 A 9-120 - SPL LABS DCN #01 J#16054201-02 COFFMAN M. SOTURA 07.25.07 B BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 BOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M.SOTURA ENGINEER CHECKED APPROVED APPROVED DATE 10.18.13 10.18.13 REVIEWED FOR DE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION ViI3O2O3 MECHANICAL PERMIT 10/31/13 SUBTITLE MECHANICAL SCHEDULES TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 DEV. CENTER, WA RECEIVED CITY OF TUKWILA NOV 0 6 2013 PERMIT CENTER G �CO�MAN N I N E E R S 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativity results I relatonahips CURRENT REVISION J#131174-00 SHEET SYMBOL DATE 10.31.13 M2A JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-M2A PLUMBING FIXTURE SCHEDULE MARK NUMBER LOCATION CONNECTION (INCHES) CFM STATIC PRESS. INCHES WG BASIS OF DESIGN MARK NUMBER DESCRIPTION SAN IIIIIIIIN REMARKS SERVICE DATE TYPE REMARKS FIXTURE FAUCET/FLUSH VALVE SPOUT ■ , 4 ' DRAIN TYPE P-1 WATER CLOSET 4 2 - -1/4 WALL -HUNG FLUSH VALVE ADA HEIGHT AMERICAN STANDARD AFWALL 3351.001 SLOAN OPTIMA ROYAL NO. 111-1.28 ES -S TMO SEAT: 0 LSONITE 95SSC 24x24 SQUARE CEILING DIFFUSER P-2 URINAL 2 1-1/2 - 3/4 WALL -HUNG FLUSH VALVE ADA HEIGHT AMERICAN STANDARD WASHBROOK 6590.001 SLOAN ROYAL OPTIMA 186-0.5 ES -S 60 50 P-3 LAVATORY 1-1/2 1-1/2 1/2 SECOND FLOOR : O SENSOR � � COMMON TRANSFORMER) OAMERICAN 0496.221 STANDARDSINGLE 1 �■ - �� •�� TRANSFORMER 1/4 115 PIMIIPIPMPMPIPMPOPIPIPI 60 50 8.1 GREENHECK MODEL SQ -100 -VG -1/4 PROVIDE WITH FILTER BOX AND VARIGREEN DIRECT DRIVE WITH ECM MOTOR 120 SF2B9 SECOND FLOOR MECH RM 2468 800 .75 P-6 ELECTRIC WATER COOLER 1-1/2 1-1/2 - 50 WALL HUNG PROVIDE WATER FILTER 4.5 AMP AT 120V-1PH ELKAY EROM28RAC FILTER: EVERPURE 9-1/2" H54 SERIES W/QL-3 HEAD 25 210 P-7 SINK 2 1-1/2 1/2 1/2 COMPARTMENT COUNTERTO. STAINLESS STEE UNDER MOUNTED -REFER TO ,- O- COUNTER DETAILS ELKAY ELU-1616 CHICAGO 201 AHA -8 22x10 RID P-8 SERVICE SINKD wimiltiiim 18x12 25 750 18x12 • ■ AMERICAN STANDCHICAGO 2007 SG3 DUCT MOUNTED DIFFUSER P-9 GENERAL/PANTRY SINK 600 -1/2 1/2 1/2 SINGLE COMPARTMENT COUNTERTOP, STAINLESS STEE SURFACE MOUNT ARCH1 FOR COUNTER DETAILS ELKAY LR -2219-5 CHICAGO 201-A1000 CHICAGO #709-ABCP DISPENSER, & "IN -SINK-ERATOR" H770 -SS GRID FD -1 FLOOR DRAIN VARIES VARIES SG5 - 1 2 'TRAP PRIMER (SAN ONLY) SEE PLAN FOR SIZE Zurn ZN-415-B-P NICKLE-BRONZE 36x12 willil FD -2 FLOOR DRAIN VARIES VARIES - 250 1/211 -RAP PRIMER SEE PLAN FOR SIZE ZURN Z539 -G LOBBY TG1 TRANSFER GRILLE IleillIPIPMMVARIES 25 SEE PLANS VARIES num TITUS 350RL .,,. PRIMER O. SIZE " •MI 22x10 25 600 EWH-1 POINT OF USE ELECTRICMIN WATER HEATER TITUS 350RL LAY -IN CELING RG2 CEILING RETURN GRILLE AO SMITH EJC -6 120 V, 1650 W, INSTALL BELOW SINK 1800 54°F 22x16 TITUS 350RL EXHAUST FAN AND SUPPLY FAN (EF) (SF) SCHEDULE MARK NUMBER LOCATION AREA SERVED (ROOM N0.) CFM STATIC PRESS. INCHES WG APPROX. RPM MOTOR WEIGHT LBS SONES BASIS OF DESIGN REMARKS SERVICE DATE HP VOLTS PH HZ EFRD3 ROOF RESTROOMS 1100 75 1702 1/3 115 1 60 50 9.8 GREENHECK MODEL GB -101-3 24x24 SQUARE CEILING DIFFUSER / EFRH7 ROOF RESTROOMS 900 .75 1650 1/4 115 1 60 50 9.8 GREENHECK MODEL G -099 -VG -1/4 VARIGREEN DIRECT DRIVE WITH ECM MOTOR LAY -IN CELING SF2A7 SECOND FLOOR ELEC RM 21A7 300 75 1491 1/4 115 1 60 50 8.1 GREENHECK MODEL SQ -100 -VG -1/4 PROVIDE WITH FILTER BOX AND VARIGREEN DIRECT DRIVE WITH ECM MOTOR 120 SF2B9 SECOND FLOOR MECH RM 2468 800 .75 1308 1/4 115 1 60 50 7.2 GREENHECK MODEL SQ -120 -VG -1/4 PROVIDE WITH FILTER BOX AND VARIGREEN DIRECT DRIVE WITH ECM MOTOR 5'-0" LONG DIFFUSER AND GRILLE SCHEDULE MARK TYPE NECK SIZE NC MAXIMUM DESIGN CFM DUCT CONNECTION SIZE BASIS OF DESIGN REMARKS ROUND SQUARE CD1 24x24 SQUARE CEILING DIFFUSER 80 20 210 80 - TITUS TMS LAY -IN CELING CD2 24x24 SQUARE CEILING DIFFUSER 100 20 380 100 - TITUS TMS LAY -IN CELING CD3 24x24 SQUARE CEILING DIFFUSER 120 20 480 120 - TITUS TMS LAY -IN CELING CD4 24x24 SQUARE CEILING DIFFUSER 140 20 650 140 - TITUS TMS LAY -IN CELING DB WB DB WB GPM ENT LVG MBH GPM CD5 28" ROUND CEILING DIFFUSER 12" 27 630 120 - TITUS TMRS EXPOSED AT DUCT TERMINATION CD6 1" ROUND CEILING DIFFUSER 8" 21 210 80 - TITUS TMRS EXPOSED AT DUCT TERMINATION LD6 LINEAR DIFFUSER 5'-0" LONG 25 210 54°F 6 TITUS EXPOSED AT DUCT TERMINATION SG1 SUPPLY ,GRILLE 22x10 15 725 _ 22x10 TITUS 112RS 2© SG2 WALL SUPPLY GRILLE 18x12 25 750 - 18x12 TITUS 300RS 2007 SG3 DUCT MOUNTED DIFFUSER 16x16 15 600 16X16 - TITUS 300ZFL DOWNWARD THROW ONLY SG4 DUCT MOUNTED SUPPLY GRILLE 12x8 25 300 - 12x8 TITUS 350RL SG5 DOUBLE DEFLECTION SUPPLY DIFFUSER 36x12 25 1650 - 36x12 TITUS 112RS COMPUTER ROOM SG6 WALL MOUNTED SPOT DIFFUSER - 25 250 110 - SEIHO PK1OE LOBBY TG1 TRANSFER GRILLE SEE PLANS 25 SEE PLANS 6 18,000 TITUS 350RL 4.5 RG1 CEILING RETURN GRILLE 22x10 25 600 30 20x8 TITUS 350RL LAY -IN CELING RG2 CEILING RETURN GRILLE 22x22 25 1800 54°F 22x16 TITUS 350RL LAY -IN CELING RG3 WALL RETURN GRILLE 18X10 25 750 12 18X10 TITUS 350ZRL 1 � WALL 30 85 UNTAIR AN L 20" METAL ROOF CURB PROVIDE ADIABATIC HUMIDIFIER ,T- ,•Ir : 2007 RG5 WALL RETURN RETURN GRILLE 108x48 25 19,500 - - TITUS 350ZRL CUSTOM GRILLE EXHAUST GRILLE x ' ' ° • ••• a 1. REFER TO FLOOR PLANS FOR SIZES OF WALL AND DUCT -MOUNTED GRILLES AND REGISTERS. 2. DIFFUSERS SHALL NOT EXCEED NOISE CRITERIA (NC) PER THE SPECIFIED BASIS OF DESIGN MANUFACTURER'S TESTING STANDARDS, EXCEPT IN MECH RMS., ELEC RMS., & ELEV EQUIP RMS. 3. DUCT CONNECTION SIZES SHALL BE AS SCHEDULED OR OF EQUAL CROSS-SECTIONAL AREA. AIR HANDLING UNIT SCHEDULE MARK NUMBER LOCATION (ROOM NUMBER) SYSTEM AREA SERVED NOMINAL CAPACITY TON FANS COOLING COILS HEATING COILS CHILLED WATER MIN OUTSIDE AIRFM (CFM) SCCR (AMPS) PRE FILTERS FINAL FILTERS ECONOMIZER BASIS OF DESIGN REMARKS DATE OF SERVICE Qt CFM ESP (IN) TSP (IN) TYPE RPM VFD* MOTOR HP TOTAL BHP TOTAL MOTOR HP CFM ENT AIR LVG AIR MAX SIR CHILLED WATER ROWS MAX PRESS DROP COIL SIZE CFM ENT AIR LVG AIR APD (IN) MAX HOT WATER ROWS PRESS. DROP COIL .SIZE 45 5 4" DB WB DB WB GPM ENT LVG MBH GPM EFF EFF AHRG2 VIEW ROOMS SUPPLY 6 28,000 2 5 PLENUM 2580 YES 7.5 40 45 28,000 80°F 64°F 53°F 52°F 0.7 185 42°F 54°F 6 10 FT 2 @ 96x42 16,000 50°F 80°F** 0.2 518 35 1 10 FT 2© 96x42 Z7,000028,000 5% TOTAL CFM 1 30 85 FACTORY FILTER BOX', FILTER CLOG SWITCH, 2 WAY VALVE, AUXILIARY DRAIN PAN, LIQUI-TECT LEAK DETECTOR LT460-Z20 W/ A 6' LONG WIRE TO UNIT, DISCONNECT. HUNTAIR FAN WALL PROVIDE 20" METAL ROOF CURB UNIT WEIGHT: 4,300 LBS 2 2007 RETURN 6 26,400 1 1 PLENUM 1367 YES 2 8.46 12 AHRG4 COMPUTER ROOM SUPPLY 6 18,000 1 4.5 PLENUM 2698 YES 5 19..76 30 18,000 85°F 66°F 53°F 52°F 0.7 122 42°F 54°F 6 14 FT 2 @ 84x30 18,000 53°F 62°F*** 0.2 175 12 184x45PROVIDE 14 FT 1 � 800 30 85 UNTAIR AN L 20" METAL ROOF CURB PROVIDE ADIABATIC HUMIDIFIER ,T- ,•Ir : 2007 ,1 --` . 18,:0! 4 , 'LE 1 4 160 S 6 AHRE5 EAST OFFICE SPACE SUPPLY 1 20,000 3 5.5 PLENUM 1378 YES 30 25.82 30 20,000 85°F 66°F 53°F 52°F 0.6 136 42°F 54°F 6 12 FT 2 © 93x33 13,500 50°F 70F 0.1 295 15 1 .5 FT 210 90x33 25% TOTAL CFM 10,000 30 85 100% OSA MACQUAY PROVIDE 20" METAL ROOF CURB PROVIDE 2 SEPARATE POWER CONNECTIONS RETURN 1 19,500 1 1.25 PLENUM 1250 YES 10 7.9 10 ** PREHEAT COIL SHALL BE SIZED FOR 16,000 CFM FROM 5OF TO 80F AND WITH A MAXIMUM PRESSURE DROP OF 0.2" AT 28,000 *** REHEAT COIL SHALL BE SIZED FOR 18,000 CFM FROM 53F TO 61F. NOTE 1: SINGLE POINT POWER CONNECTION (EXCEPT FOR AHRF5) FAN VFD VOLTAGE: 460V/30 LIGHT & RECEP: 115V 115V/10 / UMIDIFIER: 115V/10 NOTE 2: HOT 'TATER CI L SIZED ITH 1::° ENT/1 : LVG NOTE 3: AHRE5 TO BE PROVIDED MODULATING CONTROL AHRE5 SHALL HAVE OPERATION. WITH 100% AIR ECONOMIZER WITH CAPABILITIES. THE CAPABILITY FOR PARTIAL AIR ECONOMIZER y NOTE 4: C , r DE !IEtA I° &`"' • ion E COMPLIANCE "'i I IsW '",,/ .r vv."�""`" COMPUTER ROOM COOLING UNIT (AC) SCHEDULE1 MARK NUMBER LOCATION (ROOM NUMBER) MAKE MODEL NOMINAL CAPACITY TON FAN FAN MOTOR COIL COOLING CAPACITY CHILLED WATER AIR FILTER ELECTRICAL DEC 0 4 2013 REMARKS CI* ofTukwila Is DEPTH PER IASHRAE 52-76 VOLTS PHASE FLA MFCB ° DRIVE TYPE CAPACITY (CFM) ESP IN WG HP CAPACITY 1000 BTU/HR ROOM TEMP CO FLOW GPM EWT °F MAX PD © MAX FLOW FT H2O SENSIBLE TOTAL DB AC2C2 DCN RM 23C2 _ LIEBERT MINI-MATE2 MMD23C 1.5 DIRECT 750 0.3 0.2 14,900 15,700 75 3 45 5 4" 30% 208 1 1.4 15 FACTORY FILTER BOX, FILTER CLOG SWITCH, 2 WAY VALVE, AUXILIARY DRAIN PAN,ttergaeu ? ?CATION DETECTOR LT460-Z20 W/ A 6' LONG WIRE TO UNIT, DISCONNECT. AC1 C2 ELEV EQ RM INTERNATIONAL ENVT (IEC) HBC06 1.5 BELT 600 0.3 1/4 17,900 24,500 80 3 45 5 2" 30% 208 1 3 _ HORIZONTAL FAN COIL UNIT, 4 ROW COOLING COIL, DRAIN PAN OVERFLOW SWITCH, DELUXE 2 WAY VALVE PACKAGE, :ASIC MOTOR CONTROL. PROVIDE S PARATE AUX' IARY DRI N PAN WITH LEA D TE OR AC2D4 DCN RM 21D4 LIEBERT MINI-MATE2 MMD23C2 1.5 DIRECT 600 0.3 0.2 11,000 10,900 72 3 45 5 2" 30% (MERV 8) 208 1 1.4 15 FACTORY FILTER BOX', FILTER CLOG SWITCH, 2 WAY VALVE, AUXILIARY DRAIN PAN, LIQUI-TECT LEAK DETECTOR LT460-Z20 W/ A 6' LONG WIRE TO UNIT, DISCONNECT. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 COFFMAN M. SOTURA 07.12.07 A BOEING 9-120 ASIC OFFICE MODERNIZATION 4131174-00 COFFMAN M. SOTURA 10.31.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M.SOTURA ENGINEER CHECKED APPROVED APPROVED DATE 05.23.07 05.23.07 SUBTITLE MECHANICAL PERMIT 10/31/13 MECHANICAL SCHEDULES TITLE BOEING 9-20 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 RECEIVED N G I N E E R CSTY OF TUKWILA 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 NAV O 6 2Oi3 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING -creativityIresultsIreletlonshipe PERMIT CENTER CURRENT REVISION J#131174-00 SHEET SYMBOL DATE A 10.31.13 M2B JOB NO. 16054201-02 COMP NO. DEV. CENTER,WA DWG NO. 09-120-M2B 1n/1/11111 0-An•dc Al SYM �I I 0 J�RfI DR STAIR #5 AHR E5 r Ly `\� - - 1 / Xa c a a 0 I/ / \. — — V [ L t CC CC 0 0 OSA 4 ow 'e1 f -HC 0 O Y cc r� LJ OSA EXISTING 4'RD L_- [[� [yl Li] EXHAUST EXHUA T [ {_1 L J r L J LL L EIi r1 REVISION BY APPROVED DATE SYM REVISION OVERALL MECHANICAL ROOF PLAN 1/16"=1'-0" BY APPROVED DATE ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 iner,Aiw ® �r— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 0 0 LEGE\D GE\HAL NOTES EFEHNCE DAWI \GS CO\S-RUCTIO\ \OTES PROVIDE NEW AIR HANDLING UNIT. INSTALL ON ROOF CURB AND SECURE TO ROOF. SEE FIRE PROTECTION DRAWINGS FOR SPRINKLER REQUIREMENTS. PROVIDE CONDENSATE DRAIN AND PIPE TO NEW SANITARY DRAIN. PROVIDE NEW ROOF DRAIN PROVIDE NEW EXHAUST FAN WITH ROOF CURB. REVIEWED FOR BOE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwlla BUILDING DIVISION F4I3 04243 MECHANICAL PERMIT 10/31/13 KEY PLAN somm 8' 4' 0 4' 8' 16' SCALE: 1/8'=1'-0' 4f9FFMAN RECEIVEDI N E E R ��TYofTUKwi�a 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 NOV o c 233 ph 206.623.0717 I fax 206.624.3775 u coffman.com LASTING creativityI results I relationships PERMIT CENTER DRAWN COFFMAN CHECKED LETI NTER FROIRIEER M.SOTURA CHECKED APPROVED APPROVED DATE 10.04.13 10.04.13 SUBTITLE COMPOSITE ROOF PLAN 10.04.13 TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 COL. A—K/1-9 DEV. CENTER, WA CURRENT REVISION J#131174-00 SHEET SYMBOL() SIG DATE 10.31.13 RFM3 JOB NO. 901648 COMP NO. DWG NO. 9-120—RFM3 LEGEND ro--7 SQUARE CEILING DIFFUSER 2M10 M534 2M10 M 34 VIEW STATION STORAGE 8/8 OPNG SD SPOT DIFFUSER CEILING GRILLE RETURN OR EXHAUST TRANSFER BOOT. SEE DETAIL 5/M530 THERMOSTAT — WALL MOUNTED VAV TERMINAL UNIT ZONE OF RIBBON ABOVE, VARIES FROM 9'-0" TO 15'-0"AFF SD FREIGHT ELEV VARIABLE VOLUME TERMINAL UNIT TAG. SEE M2A FOR MINIMUM AND MAXIMUM CFM VALUES. SEE DETAIL 5/M532 FOR ADDITIONAL INFORMATION. 8/8 OPNG VOLUME DAMPER VIE OOM -2-1-C. VIE ROOM SMOKE DAMPER CO2 SENSOR PRESSURE TRANSMITTER NITOR 16/14 36/12 DIFFUSER/GRILLE TAG. TOP NUMBER INDICATES TYPE, BOTTOM NUMBER INDICATES CFM. SEE DIFFUSER AND GRILLE SCHEDULE. TRY BBY LOBBY MAN BARS FLEXIBLE DUCT REHEAT COIL SOUND ATTENUATOR DUCT GE\HAL NOTES W2 OFFICE ASSISTANT 14.5►g 14.5 UP EFRD 12/10 B4 \ (i!5 ALL SUPPLY DUCTWORK FROM THE AIR HANDLER DISCHARGE TO THE TERMINAL UNIT SUPPLY CONNECTION SHALL BE 3” CLASS. SUPPLY DUCTWORK DOWNSTREAM OF THE TERMINAL UNIT SHALL BE 1" CLASS. ALL RETURN DUCTWORK SHALL BE 2" CLASS. PROVIDE ACOUSTIC SOUND ATTENUATION BOOT. SEE DETAIL 5/M530. PROVIDE BALANCING DAMPERS AT ALL BRANCH DUCTS EXCEPT WHERE VAV BOX ONLY SERVES ONE GRILLE. CO\STUCTIO\ \OYES CI'RRIDO SG2 400 ONFERENC ROOM» PROVIDE NEW 6" AIR TIE—IN FOR DATA ROOM SUPPLY AIR. ORATION EA jj 2M11 jjj� REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 KEY PLAN SCALE: NONE :77.7 IMF SEC \D FLCICH DUCTWN SCALE: 1/8' = 1'-0" MECHANICAL PERMIT 10/31/13 RECEIVED CITY OF TUKWI 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativityI results I relationships NOV 0 6 2013 LA REVISION APPROVED REVISION APPROVED 9-120 RENOVATION 9-120 - SPL LABS DCN #01 9-120 RFI -080 9-120 HVAC REVISION RECORD DRAWING J#16054201-02 J#16054201-02 J#16054201-02 J#16054201-02 J#16054201-02 COFFMAN M. SOTURA 07.12.07 COFFMAN M. SOTURA 07.25.07 COMBINED DLR DWG WITH OLD 2M10 DWG S.RUDELL 07.25.08 BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 COFFMAN COFFMAN COFFMAN M. SOTURA M. SOTURA M. SOTURA 11.08.07 11.13.07 06.16.08 Q� *74G° C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN COFFMAN CHECKED M. SOTURA ENGINEER DATE 05.23.07 05.23.07 SUBTITLE SECOND FLOOR DUCTWORK PLAN TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION CURRENT REVISION J#131174-00 SHEET SYMBOL E PERMIT CFNTE 10.31.13 CHECKED APPROVED APPROVED BUILDING 9-120 JOB NO. ARCHITECTURAL MASTER COL. A—F/1-5 DEV. CENTER, WA DWG NO. 16054201-02 09-120-2M10 COMP NO. 0 10/31/13 • VIEW STATION STORAGE CONFERENCE ROO1 ASIC MANAGER OFFICE ZONE OF RIBBON ABOVE, VARIES FROM 9'-0" TO 15'-0"AFF STORAGE 21C VIEW ROOM 1 VIEW ROOM 2 22E2 SATFI I ITF FLEC— ROOM ASIC MANAGER OFFICE JANITOR PROJECT ROOM VENDING ASIC MANAGER OFFICE ENTRY LOBBY CONFERENCE LOBBY 24E2 STIBU PROJECT ROOM P"OJECT 'OOM 350J ECT ROOM COFFEE BAR ROOM BROOM CLOSET ASIC SUPERVISOR OFFICE VIEW ROOM 5 21D2 I— J DIRECTOR OFFICE OFFICE ASSISTANT PROJECT ROOM ASIC MANAGER OFFICE CORRIDOR 21D4 w LLJ w CORRIDOR 21D4 CONFERENCE ROOM COLLABORATION AREA c' w c� w c L,J ZONE OF RHBON ABOVE, VARI-S FROM 9'-0" TO 15'-0"AFF 18 1111111111111117 -- ® INN - SECO\D Z0\1 \G PLA\ SCALE: 1/8' = 1'-0" -- -- -- -- -- X x x - - x x x x x x x REVISION APPROVED REVISION APPROVED BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 elLIM.&12~G° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY •-- DRAWN COFFMAN CHECKED M. SOTURA ENGINEER E\ PAL \OTES THIS DRAWING IS INCLUDED TO COMPLY WITH THE MECHANICAL PERMIT PLANS CHECKLIST TO INDICATE LOCATIONS OF THERMOSTATIC CONTROL ZONES. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 City Ttikkiiii BUILDING DIVISION MECHANICAL PERMIT 10/31/13 DATE SUBTITLE 05.23.07 05.23.07 DEPT. DATE TITLE SECOND FLOOR ZONING PLAN KEY PLAN SCALE: NONE 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" AlEOFFMAN N G I N EER S 1601 Fifth Avenue, Suite 900 1 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativityI results 1 relatbnshlps CURRENT REVISION J#131174-00 SHEET SYMBOL E BOEING 9-120 ASIC OFFICE MODERNIZATION CHECKED APPROVED BUILDING 9-120 2M10A JOB NO. APPROVED 1nnvm ARCHITECTURAL MASTER COL. A -F/1-5 DEV. CENTER, WA DWG NO. DATE Ri6gilf D CITY OF TUKWILA NOV 0 6 2013 COMP NO. 16054201-02 PERMIT CENTER 09-120-2M10A C c 0 c C C • FOR CONTINUATION SEE SHEET 2Al2. A6 9 SYM (CD1 220 (5 TYP) 24x18 RUSKIN ELF6350 DMP DRAINABLE LOUVER - - =II INN - - - - A5 SUPE MIC ■ COliiiii� NTER A5 '"'T CENT WAGER 21A6 P o'3 D SINTER /RG1\ iATION `22�� 24A6 J r 300 MAIN ELEC ROOM (5 TYP) - - - — �i_ (S G6) *___ il 250 I POO- 80/24 1 ql 60/16111 OFFICE 21B5 \ ID TG m ► 600 EWA: ® LIIII• I� P - - - - K-27 DUCT - - 4 TYP) 21 A7 CD5\ \535/ OPEN OFFICE 21C7 f TG �, 600 0 immagITI 4 ECT (CD5 535/ ONCEPT CENT LUTIONS PERVISO RG1 300> W/XFER BOOT RG2\ 650/W/XFER BOOT VIDEO/ TELE NFERENCE RO \350/ (2 TYP) 23A8 REVISION I '1Bt CD1 \125/ _ (4 TYP) ?AP2 TG1 125 C7B /CD5\ 535/ SECO\D FL0N DUCTWN MECHANICAL ROOM " CD w 'G5 ,50 le (2 TYP) ' P_• 1!j 'SDM u►E 7 W2 D8A 2. C7 lir. L, Mr (6,161) v7 32x32 SUPPL UP TO ROOF U O u 00 00 PROVIDE INSULATION ON THIS DUCT RUN SG2 \750 (5,511) CDLO o+ — - 2 RETURN 14 COLLABORATION SPACE qoog� CD4 500 (4 NP) C PLA\ SCALE: 1/8' = 1'-0" BY APPROVED DATE SYM REVISION 30x24 RUSKIN ELF6350 DMP DRAINABLE LOUVER ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION 4131174-00 COFFMAN M. SOTURA 10.31.13 BY S.RUDELL APPROVED (4,911) f=- 22/16 34; DATE 07.25.08 16 960) 0 u7 Qfa � Nr” (Th 12"0 PIPE CHASE UP & DN IN THIS LOCATION. KEEP CLEAR 1 1 DRAWN ACCEPTABILITY COFFMAN THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 32x32 RETURN UP TO ROOF LEGE\D F SQUARE CEILING DIFFUSER b V ELIN 0 CD6 C,25 WW4 41,'4 GE SPOT DIFFUSER CEILING GRILLE RETURN OR EXHAUST TRANSFER BOOT. SEE DETAIL 5/M530 THERMOSTAT - WALL MOUNTED JVAV TERMINAL UNIT VARIABLE VOLUME TERMINAL UNIT TAG. SEE M2A FOR MINIMUM AND MAXIMUM CFM VALUES. SEE DETAIL 5/M532 FOR ADDITIONAL INFORMATION. VOLUME DAMPER SMOKE DAMPER CO2 SENSOR PRESSURE TRANSMITTER DIFFUSER/GRILLE TAG. TOP NUMBER INDICATES TYPE, BOTTOM NUMBER INDICATES CFM. SEE DIFFUSER AND GRILLE SCHEDULE. MAN BARS FLEXIBLE DUCT REHEAT COIL SOUND ATTENUATOR DUCT PAL \ OTES ALL SUPPLY DUCTWORK FROM THE AIR HANDLER DISCHARGE TO THE TERMINAL UNIT SUPPLY CONNECTION SHALL BE 3" CLASS. SUPPLY DUCTWORK DOWNSTREAM OF THE TERMINAL UNIT SHALL BE 1" CLASS. ALL RETURN DUCTWORK SHALL BE 2" CLASS. PROVIDE ACOUSTIC SOUND ATTENUATION BOOT. SEE DETAIL 5/M530. 4. PROVIDE BALNACING DAMPERS AT ALL BRANCH DUCTS EXCEPT WHEN VAV SERVES ONLY 1 GRILLE. C0\STUCTIO \ \OTES PROVIDE CEILING ACCESS PANEL PROVIDE 1"HARD BOARD DUCT INSULATION PROVIDE K-27 OR APPROVED EQUAL DUCT IN THIS SECTION. PROVIDE MINIMUM 1" ACOUSTICAL DUCT LINER IN THIS SECTION. DUCT SIZE SHOWN IS MINIMUM INSIDE CLEAR DIMMENSION REVIEWED FOR ODE COMPLIANCE ' APPROVED t v: DEC 0 4 2013 City of Tukwila BUILDING DIVISION MECHANICAL PERMIT 10/31/13 DATE SUBTITLE 10.04.13 CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED 10.04.13 SECOND FLOOR DUCTWORK PLAN 2M10 2M11 2M13 8' 4' 0 4' 8' 16' 11111111111:::::11111111:1 --- SCALE: SCALE: 1 /8"=1'-0" COFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity l results relationships CURRENT REVISION J#131174-00 SYMBOL° SIG DATE 10.31.13 TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 COL. A -F/1-5 DEV. CENTER, WA SHEET 2M12 JOB NO. DWG NO. RECEIVED CITY OF TUKWIL COMP NO.NOV 0 6 2013 16054201-02 09-120-2M12 PERMIT CENTEF 10:04:37 AM 0 J 0 SYM NMI MS INN — — — — — — FOR CONTINUATION SEE SHEET 2Al2. 18 — — — — J REVISION SECO\D FL00ZO\I\G PLA\ SCALE: 1/8' = 1'-0" BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 S.RUDELL 07.25.08 Q�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED i GE\EVL COTES THIS DRAWING IS INCLUDED TO COMPLY WITH THE MECHANICAL PERMIT PLANS CHECKLIST TO INDICATE LOCATIONS OF THERMOSTATIC CONTROL ZONES. REVIEWED POR NODE COMPLIANCE ... APPROVED DEC 0 4 2013 City of TukwilaBUILDING DIVISION MECHANICAL PERMIT 10/31/13 DATE SUBTITLE 10.04.13 10.04.13 SECOND FLOOR ZONING PLAN TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 COL. A -F/1-5 DEV. CENTER, WA 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" �COFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SHEET SYMBOL° sic DATE 10.31.13 2M12A JOB NO. DWG NO. RECEIVED CITY OF TUKWILA COMP NMI/ 0 6 2013 16054201-02 09-120-2M12A PERMIT CENTER K C C c C C 12"0 — — — — — — — CD1 100 • • — — X x x X x X x x x x x 14x14 /ci1 \50 EXHAUST DUCT UP TO ROOF Dt- 'EG1 JAN 23H 7 �WOMENS 21H7 /EG1 \200 `Tl E 1 rn /CD1\ �200� 0 0 0 CD1 �,00 D1 200 L DN SECO\D FLCOHVAC PLA\ SCALE: 1/8"= 1'-0" REVISION APPROVED DATE SYM REVISION BY APPROVED DATE BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 �BOE/m NG �Y ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M. SOTURA ENGINEER CHECKED M13 ;v233 LEGE\D D 0 V GE\ SQUARE CEILING DIFFUSER SPOT DIFFUSER CEILING GRILLE RETURN OR EXHAUST TRANSFER BOOT. SEE DETAIL 5/M530 THERMOSTAT — WALL MOUNTED VAV TERMINAL UNIT VARIABLE VOLUME TERMINAL UNIT TAG. SEE M2A FOR MINIMUM AND MAXIMUM CFM VALUES. SEE DETAIL 5/M532 FOR ADDITIONAL INFORMATION. VOLUME DAMPER SMOKE DAMPER CO2 SENSOR PRESSURE TRANSMITTER DIFFUSER/GRILLE TAG. TOP NUMBER INDICATES TYPE, BOTTOM NUMBER INDICATES CFM. SEE DIFFUSER AND GRILLE SCHEDULE. MAN BARS FLEXIBLE DUCT REHEAT COIL SOUND ATTENUATOR DUCT ERAL \OTES PROVIDE ACOUSTIC SOUND ATTENUATION BOOT. SEE DETAIL 5/M530. EFHE\CE DAWI\GS C0\STRUCTO\ \OTES PROVIDE NEW 14x14 DUCT UP THRU ROOF. PROVIDE INSULATION ON THIS DUCT RUN REVIEWED FOR CEDE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION 'EFEH\CE liRAWI\GS RFM4 MECHANICAL PERMIT 10131113 DATE SUBTITLE 10.18.13 10.18.13 SECOND FLOOR HVACPLAN APPROVED 1(11'1111g APPROVED TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120.2 COL. F—K/5-9 DEV. CENTER, WA 2M10 2M12 2M11 KEY PLAN SCALE: NONE 4' 0 4' 16' SCALE: 1/8"=1'-0" *OFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SHEET SYMBOL° sic DATE 10.31.13 2M13 JOB NO. DWG NO. RECEIVED CITY OF TUKWIL COMP NO. NOV 0 6 2 i3 901648 09-120-2M113 PERMIT CENTEr 1 •A7•AR PAA VIEW STATION STORAGE CONFERENCE ROOM FREIGHT ELEV. STORAGE ASIC MA OFFIC= 25A1 SATFI IITF FLEC- ROOM JANITOR HW HOTE 22A. PROJECT ROOM v c.. VENDING ASIC MANA OFFICE 26A2 CONFERENCE ENTRY LOBBY LOBBY 24E2 STIBU E CON F ROC M PROJE ROO -1/4" HWS&R COFFEE BAR O ROOM E ROOM CLOSET lcmiu MEN'S ASIC SUN L OFFI VIEW ROOM 5 21D2 DIREC 0FFIC 2"INSUL OFFICE ASSISTANT RECEPTION ASIC MAN OFFICE CORRIDOR CORRIDOR x COLLABORATION AREA SECO\D FLOG SCALE: 1/8' = 1'-0" BY 9-120 RENOVATION RECORD DRAWING J#16054201-02 J#16054201-02 BOEING 9-120 ASIC OFFICE MODERNIZATION 4131174-00 COFFMAN COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA M. SOTURA DATE PIPI\ SYM G PLA\ REVISION BY APPROVED DATE x x x x x 07.12.07 06.16.08 10.31.13 M.E rMv° �r- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. x x x DATE DRAWN COFFMAN LEGE\D CHWS CHWR HWS HWR CHILLED WATER SUPPLY CHILLED WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN SHUT-OFF VALVE [ CAP Of PIPE TURNING UP c-+ PIPE TURNING DOWN /AC2\ D2 DCN ROOM COOLING UNIT #/FLR, BOTTOM LINE INDICATES LOCATION CE\HAL \OTES REFER TO TERMINAL UNIT SCHEDULE FOR LOCATION OF 3 -WAY VALVE COIL LOCATIONS. EFHE\CE NAWI\GS CO\ST UCTIO\ \OTES REVIEWED FOR DE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION MECHANICAL PERMIT 10/31/13 DATE SUBTITLE 05.23.07 CHECKED M. SOTURA 05.23.07 SECOND FLOOR PIPING PLAN ENGINEER CHECKED APPROVED APPROVED TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION ARCHITECTURAL MASTER BUILDING 9-120 COL. A -F/1-5 DEV. CENTER, WA j�j 2M61 / 2M62 2M63 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" ACOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SHEET SYMBOL 3 DATE 2M60 JOB NO. DWG NO. 16054201-02 09-120-2M6I 10.31.13 RECEIVED - CITY OF TUKWILA NOV fl F 2011 COMP NO. LEGE\D CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN HWS HEATING WATER SUPPLY HWR HEATING WATER RETURN SHUT-OFF VALVE [ CAP of PIPE TURNING UP C' PIPE TURNING DOWN GE\E�AL \OTES RETURN REDLINED PRINT BACK TO ENGINEERING WITH ANY CHANGES FROM THE DESIGN. MOON WONG, 206-947-4897 CO \S-RUCTIO \OTES PROVIDE AND INSTALL 6"CHWS & 6"CHSR AS SHOWN. PROVIDE AND INSTALL 2-1/2"HWS & 2-1/2"HSR AS SHOWN. SYM REVISION (J) VIEW STATION STORAGE SEE PIPING 6DETAIL U " U) U VIEW ROOM 2 22E2 3/4" BALL VALVES a IgCH. O RAG E HWS CHWS HWR CHWR 8"CHWS&R UhI-ICE CONTRa ROOM DEVELOPER WORKSPACE 6"CHWR 3"HWR 3"HWS 6"CHWS AHR ON ROOF ABOVE 4"CHWS&R UP TO ROOF 2"HWS&R UP ATPLI FCUSTOMER WORKSPACE CONFERENCE ROOM VATI ON KSPACE DATA CENTER CONFERENCE ROOM CONFERENCE ROOM HWR x M / x I X I Lfl 1-1 /4"HWS&R UP TO ROOF NWS iiu 0 RH-38 1(6) RH-36 TIE-IN LO( FOR 1-1/ AT ON WS/R AHR ON ROOF ABOVE U) U) RH-37 cyLa RH-39 4"CHWS&R UP TO ROOF 0 ®+ RH-41 RH-40 SECOND FL0CH PIPI\G PLA\ SCALE: 1/8'= 7'-0" BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-120 RENOVATION J#16054201-02 B 9-120 - SPL LABS DCN #01 J#16054201-02 RECORD DRAWING J#16054201-02 C RELOCATE ACAL/ASIC LAB 12472099 D BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN COFFMAN COFFMAN M.WONG COFFMAN M. SOTURA M. SOTURA M. SOTURA RWS M. SOTURA 07.12.07 07.25.07 06.16.08 01.05.12 10.31.13 2-1 /2" 2" 2-1/2" MATCHLINE SEE 2M63 elBE/NG — ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DATE DRAWN COFFMAN CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED EFEE \CE REVIEWED FOR ODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION DAWI\GS RFM4 MECHANICAL PERMIT 10/31/13 DATE SUBTITLE 09.26.13 09.26.13 SECOND FLOOR PIPING PLAN TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MEHCHANICAL MASTER BUILDING 9-120 COL. F -K/1-5 DEV. CENTER, WA 2M60 2M62 2M63 8' 4' 0 4' 8' 16' 1111111177,771111.177 1111111111111111_ =-2 111111:77::-■ SCALE: 1 /8"=1'-0" AEOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creatw ry I results I relatlonshps CURRENT REVISION J#131174-00 SHEET SYMBOL DATE RECIEIVJ,ED 2M61 s�-eP-T-Entuvrrz NOV 0 6 2013 JOB NO. 16054201-02 CO MIT CENTER DWG NO. 09-120-2M61 in/1/9n1-4 94152.A '7 D14 OUTLINE OF AHR—E5 ON ROOF DECK ABOVE CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN HWS HEATING WATER SUPPLY HWR HEATING WATER RETURN ASIC SUPERVI' OFFICE SHUT—OFF VALVE CAP of PIPE TURNING UP c -IPIPE TURNING DOWN OPEN OFFICE ASIC SUPE OFFIC7 VISOR 2-1/2" 2"INSUL GE\RAL \OTES REFER TO TERMINAL UNIT SCHEDULE FOR LOCATION OF 3—WAY VALVE COIL LOCATIONS. 4"CHWS & CHWR 1"INSUL PT CENTER MANAGER OPEN OFFICE CONST CONCEPT CENTER MANAGER PRINTER STATION MAIN ELEC ROOM UCTIO\ \OTES PURCHASE AND INSTALL NEW 4"CHWS AND 4"CHWR PIPING. PURCHASE AND INSTALL NEW 2-1/2"HWR AND HWS PIPING. PURCHASE AND INSTALL NEW 1 "GATE VALVES AND CAP FOR FUTURE 1 "CHWS AND 1 "CHWR. PROVIDE CAPS ON EACH. PURCHASE AND INSTALL NEW 2-1/2" BALL VALVES FOR 2-1/2"HWS AND 2"HWR. ROUTE 1-1/2"HWS AND 1-1/2"HWR UP THRU ROOF TO AHU PIPE ENCLOSURE. 1-1 /2"HWS & HWR STAIR NO. XX OPEN OFFICE INSTALL PIPING LABELS PER BOEING STANDARD. PHONE ROOM PHONE ROOM PHONE ROOM MOBILE ELUTIONS 3/4" risONCEPT CENTLS PERVISOR �\ SUPERVISOR 71R2 OBILE SOLUTIO MANAGER \C8 PLOTTER R00 23B8 COLLABORATION SPACE s 11111111 N 11111111 VIDEO/ TELE CONFERENCE ROOM MECHANICAL ROOM KEY PLAN SCALE: NONE SCALE: 1/8"=1'-0" SECOND FLON PIPI SCALE: 1/8' = MECHANICAL PERMIT 10/31/13 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships REVISION APPROVED REVISION APPROVED A 9-120 RENOVATION J#16054201-02 RECORD DRAWING J#16054201-02 BOEING 9-120 ASIC OFFICE RENOVATION J#131174-00 COFFMAN COFFMAN COFFMAN M. SOTURA M. SOTURA M. SOTURA 07.12.07 06.16.08 10.31.13 11.finerEirirAw® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN COFFMAN CHECKED M. SOTURA ENGINEER DATE 10.31.13 10.31.13 SUBTITLE TITLE SECOND FLOOR PIPING PLAN CURRENT REVISION 131174-00 SHEET BOEING 9-120 ASIC OFFICE MODERNIZATION CHECKED APPROVED APPROVED MEHCANICAL MASTER BUILDING 9-120. COL. A—F/1-13 DEV. CENTER, WA SYMBOL JOB NO. DWG NO. 2M62 16054201-02 09-120-2M62 PERMIT CENTES 10.31.13 RECEIVED CITY OF TUKWIL COMP NO.NOV 0 6 2:13 10/31/13 STOR/ \� JAN 23H7 DN REVISION BY APPROVED DATE SYM REVISION BY SECO\D FLOOR PIPI\ SCALE: 1/8' = 1'-0" APPROVED DATE BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 C PLA - Q�BOE/NG' (Y ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN DATE 09.26.13 M13—odlQ3 CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED 09.26.13 'EFE LEGE\ D CHWS CHWR HWS HWR 0I CI GE\E AL CHILLED WATER SUPPLY CHILLED WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN SHUT-OFF VALVE CAP PIPE TURNING UP PIPE TURNING DOWN OTES CO\STRUCTIO\ NOTES RETURN REDLINED PRINT BACK TO ENGINEERING WITH ANY CHANGES FROM THE DESIGN. MOON WONG, 206-947-4897 PURCHASE AND INSTALL NEW 6"CHWS AND 6"CHWR PIPING. PURCHASE AND INSTALL NEW 2-1 /2"HWR AND HWS PIPING. PURCHASE AND INSTALL NEW 4"CHWS AND CHWR VALVE AND CAP AT THIS LOCATION. PURCHASE AND INSTALL NEW 2-1 /2"HWS AND WHR VALVE AND CAP AT THIS LOCATION. INSTALL PIPING LABELS PER BOEING STANDARD. iE'VIEWEI FOR CODE COMPLIANCE APPROVED rc+• DEC 0 4 2013 City ofTukwila BUILDING DIVISION FENCE DAWI\GS RFM4 MECHANICAL PERMIT 10/31/13 SUBTITLE SECOND FLOOR PIPING PLAN TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120.2 COL. F -K/5-9 DEV. CENTER, WA 2M60 8' 2M62 KEY PLAN SCALE: NONE 4' 0 2M61 8' SCALE: 1/8"=1'-0" ACOFFMANINE ERSNG 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SHEET SYMBOL A DATE 16' 2M63 gTELVIVED NOV 0 6 2013 JOB NO. 901648 COMMIT CENTER DWG NO. 09-120-2M63 SYM REVISION ED) VIEW STATION STORAGE 21E1 CONFERENCE ROOM 21A1 ASIC MANAGER OFFICE 25A1 ASIC MANAGER OFFICE 21 A2 ASIC MANAGER OFFICE 26A2 2282 21B1 ZONE OF RIBBON ABOVE, VARIES FROM 9'-O" TO 15'-0"AFF STORAGE 21C121C1 111 -- CONF ROOM 25A2 PROJECT ROOM 24A2 PROJECT OOM 23A2 ' 22A3 OM ( /PROR 25 2) 22A3 DIRECTOR OFFICE 21 A3 ASIC MANAGER OFFICE 24A3 24A3 COLLABORATION AREA 21A4 PROJECT ROOM 24B2 OFFICE ASSISTANT ASIC SUPERVISOR OFFICE 21B3 23B3 PROJECT ROOM 23B3 d'//\\� 2362 RECEPTION 22B1 ZONE OF RIBBON ABOVE, VARIES FROM 9'-O" TO 1'-0"AFF El MI SECS\D FLCO SCALE: 1/8'= 1'-0" BY APPROVED PLU v SING PLA\ DATE SYM REVISION BY 2M450 2M450 VIEW ' ROOM 1 1 21E2 111 III NI VENDING 22C2 (21C4 APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 RECORD DRAWING J#16054201-02 COFFMAN COFFMAN M. SOTURA M. SOTURA 07.12.07 06.16.08 A BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 STIBU E 24C2 BROOM CLOSET 22D2 ----------.4441 - COFFEE BAR 1 LOBY 2202 1 0 0 0 MEN'S 21D3 U„U[ 22D3 -Se.RR+Dq,R- - - 21D4 CORRIDOR 1D4 CONFERENCE 24E2 VIEW ROOM 5 21D2 cw L J 1/2"---/ cw X X X X X X X X X X X X X X X X X X X X X X X X GONFEREN ROOM 21 C4 ?SPOE/NG° - 1101/11 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN I� 13-0 DATE 05.23.07 CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED 05.23.07 LEGE D GE C V W RD TP ici CONDENSATE RETURN (GRAVITY) VENT WASTE ROOF DRAIN TRAP PRIMING PIPE PIPE TEE, DOWN O VENT THROUGH ROOF O FCO FLOOR CLEANOUT PIPE ELBOW, TURNED UP OR TOWARD PIPE ELBOW TURNED DOWN OR AWAY �- POINT OF CONNECTION CW DOMESTIC COLD WATER HW HWC PW PROCESS WATER DOMESTIC HOT WATER SUPPLY DOMESTIC HOT WATER CIRCULATING ISI O o-� &F— \E BUTTERFLY VALVE VENT THROUGH ROOF WATER HAMMER ARRESTOR BALL VALVE, OPEN PIPE ELBOW, TURNED UP OR TOWARD PIPE ELBOW TURNED DOWN OR AWAY SAL \OTES EFE E\CE DRAWINGS CO\STUCTIO\ NOTES CORE DRILL HOLE TO PROVIDE FOR 2"W DN AND CONNECT TO NEAREST SANITARY DRAIN IN FIRST FLOOR LEVEL. PROVIDE POINT OF USE HOT WATER HEATER IN CABINET BELOW. AO SMITH #EJ -6. PROVIDE "INSTA-HOT" HOT WATER DISPENSER ON SINK. PROVIDE LEVER OPERATED DRINKING WATER DISPENSER ON SINK. DRINKING WATER FILTER TO BE MOUNTED IN CABINET BELOW SINK. INSTALL PIPING LABELS PER BOEING STANDARD. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION MECHANICAL PERMIT 10/31/13 SUBTITLE SECOND FLOOR DUCTWORK PLAN 2M112 KEY PLAN SCALE: NONE 4' 0 2M113 4' 16' - SCALE: 1/8"=1'-0" ACOFFMANNN 1601 Fifth Avenue, Suite 900 1 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creahvlty 1 results relattonshlps CURRENT REVISION J#131174-00 SYMBOL A DATE 10.31.13 TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION ARCHITECTURAL MASTER BUILDING 9-120 COL. A -F/1-5 DEV. CENTER, WA SHEET 2M110 RECEIVED CITY OF TUKWILA JOB NO. DWG NO. COMP NNOV O 6 2013 16054201-02 09-120-2M110 PERMIT CENTER SYM INN — MN STOP/ JAN 23H7 2M453 2M453 — — 1 I 1 DN REVISION SEC\D PLU SCALE: 1/8' = 1'-0" BY APPROVED V 31\G PLA DATE SYM REVISION BY APPROVED DATE ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN CHECKED M. SOTURA ERORIE-ER DATE 09.26.13 09.26.13 l'4131"*.w0f3 REFE LE E\ C V W TP TP Ic 0 0FCO a� CI CW HW HWC PW I)'I 0 I�I of CI CONDENSATE RETURN (GRAVITY) VENT WASTE TRAP PRIMING PIPE TRAP PRIMING PIPE PIPE TEE, DOWN VENT THROUGH ROOF FLOOR CLEANOUT PIPE ELBOW, TURNED UP OR TOWARD PIPE ELBOW TURNED DOWN OR AWAY POINT OF CONNECTION DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY DOMESTIC HOT WATER CIRCULATING PROCESS WATER BUTTERFLY VALVE VENT THROUGH ROOF WATER HAMMER ARRESTOR BALL VALVE, OPEN PIPE ELBOW, TURNED UP OR TOWARD PIPE ELBOW TURNED DOWN OR AWAY CE\RAL \OTES EFHE\CE DAW\CS CO\STUCTO \OTES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION FENCE DRAWINGS RFM4 MECHANICAL PERMIT 10/31/13 SUBTITLE SECOND FLOOR PIPING PLAN CHECKED APPROVED APPROVED IfUn1/1� TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120.2 2M110 2M112 2M111 KEY PLAN SCALE: NONE 4' 0 2M113 SCALE: 1/8"=1'-0" ACOFFMAN N G I N E E R S 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SHEET SYMBOL° 2M113 16' DATE Ilig.8iiVD CITY OF TUKWILA NOV 062013 JOB NO. COL. F -K/5-9 DEV. CENTER, WA DWG No. COMP NO. 901648 PERMIT CENTER 09-120-2M113 pni ITur_• — IL 12"0 31A7 3A7 32A7 J J 10"0 2"0 31 B7 .,--10"0 I 24/8 - 12"0 24/14 2 —14"o AHU-21 20000 CFM R.A. LJ LJ r L LJ r-7 I I L—J Cy/ M Bow LEGE\ D GENAL NOTES REFEH \CE D�AWI \GS CO\ST UCTIG\ \OTES PROVIDE AND INSTALL NEW AIR HANDLING UNIT WITH ROOF CURB AND SECURE TO ROOF AT THIS LOCATION. PROVIDE CONDENSATE DRAIN AND PIPE TO NEW SANITARY DRAIN. PROVIDE NEW 4" SANITARY DRAIN THRU ROOF IN PIPE CHASE VESTIBULE. FIRE PROTECTION TO PROVIDE SPRINKLERS AS REQUIRED. REVIEWED FOR I ODE COMPLIANCE APPROVED tf Ari DEC 0 4 2013 CIty of Tukwlla BUILDING DIVISION MECHANICAL PERMIT 10/31/13 ACOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationahpe SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 �BOE/NG' o— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN COFFMAN DATE SUBTITLE 10.04.13 APPROVED BY DEPT. DATE CHECKED SOTURA ENGINEER 10.04.13 CHECKED APPROVED APPROVED 1(UQ1194 THIRD FLOOR & ROOF PLAN HVAC TITLE BOEING 9-120 ASIC OFFICE MODERNIZATION MECHANICAL MASTER BUILDING 9-120 COL. A—F/5-9 DEV. CENTER, WA CURRENT REVISION J#131174-00 SHEET SYMBOL DATE 10.31.13 3M12 JOB NO. CITY OF TUKWIL, NOV 0 6 2013 COMP NO. DWG NO. 09-120-3M12 /9n11 0.1g.90 AAA GER DUCT 11111111111,0 1111111111 rir4 " MINIMUM INSIDE RADIUS FLEXIBLE STRAP STRAP HANGER PROVIDE 1/4" BEAD BEAD AROUND COLLAR FOR CLAMP CATCH - SMACNA APPROVED CLAMP ��1111111 111111► a AMMIlak. a 12" MINIMUM STRAIGHT VERTICAL DUCT ADAPTER WHEN REQUIRED CEILING EARTHQUAKE SUPPORT WIRES WHERE REQUIRED TYPICAL DI ECT iFFusECO\ DIFFUSER REFER TO DRAWINGS, SCHEDULES SPECIFICATIONS FOR TYPE AND SIZE \ECTIO\ SCALE: NONE MAIN TRUNK DUCTS AIR FLOW COLD SUPPLY DUCT, SEE FLOOR PLANS STRAIGHT GALV INSULATED ROUND DUCT, MIN DISTANCE OF 3 TIMES BOX INLET SIZE 45° DUCT TAKE -OFF FITTING FLEX DUCT IF NEEDED, TYP. SHEET METAL TRANSITION AS REQUIRED, TYP. TERMINAL UNIT (TYPICAL) NOTE: FOR DUCT SIZING, REFER TO TERMINAL UNIT SCHEDULE ON SHEET M1 E. MINIMUM 36" SERVICE CLEARANCE, OR AS REQUIRED BY AHJ, FOR SIDE WITH CONTROL PANEL. MOUNTING RODS UP TO STRUCTURE W/ SPRING ISOLATORS PER SPECIFICATIONS LOW VELOCITY SUPPLY -AIR DUCT, SEE FLOOR PLANS MINIMUM 3'-0" TO FIRST BRANCH OR ELBOW SI\GLE DUCT TERVINAL UNIT DETAIL (3 M530 SCALE: NONE SYM REVISION BY APPROVED DATE SYM - M530 AIRS r_ TRUNK DUCT CONICAL SPIN -IN (MIN. 2" LARGER) NOT LESS THAN ONE STRAP HANGER FOR EACH FLEX DUCT NOTE: DO NOT UTILIZE FLEXIBLE DUCT IF NOT INDICATED ON PLANS. PROVIDE SHEETMETAL DUCT, RECTANGULAR IF NEEDED FOR SPACE CONSTRAINTS (3) ACCEPTABLE ROUND DUCT TAKE -OFFS PROVIDE A VOLUME DAMPER FOR EVERY DIFFUSER AND GRILLE. LOCATE DAMPER AS FAR AS PRACTICAL, AND WITH NOT LESS THAN 6 LINEAR FEET OF DUCT, FROM DIFFUSER OR GRILLE. LOCATE DAMPERS ON RECORD DRAWINGS AND COORDINATE WITH AIR BALANCER 6 FOOT MINIMUM, 8 FOOT MAXIMUM LENGTH AND 180° MAXIMUM CUMULATIVE CHANGE OF DIRECTION FOR FLEX DUCT. PROVIDE AT LEAST 90° CHANGE OF DIRECTION WHERE POSSIBLE FOR ACOUSTICAL CONSIDERATION DIFFUSER OR GRILLE (TYP). REFER TO ACCEPTABLE CONNECTION DETAILS TYPICAL CO\\ECTWG DUCT Foy DIFFUSRS AND ciLLEs (2 SCALE: NONE - M530 THE FOLLOWING DUCT FITTINGS ARE CONSIDERED ACCEPTABLE. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR OTHER FITTINGS PRIOR TO FABRICATION. ONLY FITTINGS WITH EQUAL OR LOWER PRESSURE DROP WILL BE CONSIDERED. DUCT ELBOWS R=1/2W DUCTS W/ AIR VELOCITY UNDER 1,500 FPM R=W DUCTS W/ AIR VELOCITY OVER 1,500 FPM AND ALL DUCTS UPSTREAM OF TERMINAL UNITS OFFSETS NOTE: OFFSETS (TO AVOID OBSTRUCTIONS) ARE REQUIRED BUT ARE NOT NECESSARILY SHOWN ON THE PLANS. 12"x12" ACCESS PANEL ON BOTTOM OF DUCT UPSTREAM OF TURNING VANES. REQUIRED FOR RETURN AND EXHAUST DUCTS TURNING VANES CHANGE OF DUCT SIZE TRANSITION CONICAL SPIN -IN OR TRANSITION TO CONNECTION SIZE AT LEAST 50% END TAP GREATER THAN AREA OF SMALLER DUCT REVISION MAX. 15° I 45° OR 90° RADIUS ELBOWS BRANCH DUCT TAKEOFFS W/ MINIMUM PRESSURE DROP ROUND OR RECTANGULAR OBTAIN PRIOR APPROVAL FOR ALL RETURN & EXHAUST LOCATIONS TURNING VANES ACCESS PANEL (TYPICAL) REQUIRED FOR RETURN & EXHAUST DUCTS DUCT FITTI NOT LESS THAN TWICE THE DUCT AREA \G EQURE 1- • D=1 /2W, BUT NOT MORE THAN 12" (1/3W OK IF UND 3,000 FPM) OK ONLY UNDER 1,500 FPM RECTANGULAR DUCT CONICAL SPIN -IN ROUND DUCT RUNOUT TO SINGLE DIFFUSER OR GRILLE ONLY ACCESS PANEL OK ONLY UNDER 1,500 FPM R=1/2W DUCTS W/ AIR VELOCITY UNDER 1,500 FPM R=W DUCTS W/ AIR VELOCITY OVER 1,500 FPM AND ALL DUCTS UPSTREAM OF TERMINAL UNITS VENTS SCALE: NONE BY APPROVED DATE ORIG 9-120 RENOVATION J#16054201-02 RECORD DRAWING J#16054201-02 COFFMAN COFFMAN M. SOTURA M. SOTURA 07.12.07 06.16.08 �4� M530 Q� OE/NG' �r- AIR EXTRACTOR ADJUSTABLE FROM OUTSIDE DUCTWORK. OBTAIN PRIOR APPROVAL FOR ALL RETURN AND EXH. LOCATIONS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN G. ROUTH 46" STRAP HANGER -� 1/4" CLOSED CELL SOUNDLINING DO NOT INSTALL TURNING VANES IN MITERED ELBOW 36"-60" `-- DUCT SIZE TO MATCH SIZE OF RETURN GRILLE \ CEILING GRILLE, REFER TO DRAWINGS, SCHEDULES & SPECIFICATIONS FOR TYPE AND SIZE �ETU�N GRILLE ATTE\UATOR SCALE: NONE M13- O).103 M5 - 30 REVIEWED FOR CODS COMPLIANCE APPROVED DEC 0 4 2013 • City OfTukwile BUILDING DIVISION MECHANICAL PERMIT 10/31/13 FOR REFERENCE ONLY FACILITY DESIGN BY CE I DATE 10,31.13 DATE 10.30.06 APPROVED BY DEPT. DATE CHECKED M. SOTURA ENGINEER M. SOTURA 10.30.06 10.30.06 SUBTITLE HVAC DETAILS CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER 9-120 RENOVATION BUILDING 9-120 DEV. CENTER, WA CURRENT REVISION 16054201-02 SHEET JOB NO. DWG NO. SYMBOL DATE O R I G 07.12.07 M530 COMP N. Cii;0 16054201-02 09-120-M531'ERMIT CENTER i n /1 /oni 7 '7•1 o•na PAA s C OVERLAPPING GALVANIZED SHEET METAL PROTECTION SHIELD PROTECTION SADDLE INSULATION INSERTED IN SADDLE CAVITY HANGER ROD W/ JAM NUT CLEVIS HANGER PIPE INSULATION CUT TO FIT AROUND PROTECTION SADDLE OVERLAPPING GALVANIZED SHEET METAL PROTECTION SHIELD HANGER ROD i -- W/ JAM NUT CLEVIS DOUBLE THICKNESS JACKET BOTTOM DETAIL 'A' HOT PIPE 4" DIAMETER AND LARGER (60° F & HIGHER) PIPE HA\ SCALE: NONE CHS -1 \SULATED OPEN PIPE FOR PRIMING & CLEANOUT (TYP) A (TYP) TO FLOOR DRAIN 1 HANGER PIPE INSULATION - UPPER HALF OF PIPE HIGH DENSITY INSULATION INSERT - LOWER HALF OF PIPE DETAIL 'B' HOT PIPE UNDER 4" DIAMETER COLD PIPE ALL SIZES PIPE DETAIL n - M531 FROM AIR HANDLER B (TYP) 1. SLOPE ALL DRAIN PIPING PER CODE, BUT NEVER LESS THAN 1%. 2. TRAP DEPTH DIMENSION "A" SHALL BE THE MAXIMUM POSSIBLE NEGATIVE PRESSURE IN THE UNIT AT THE DRAIN OUTLET (IN INCHES W.G.) PLUS ONE INCH. IF THE PRESSURE IS POSITIVE, "A" SHALL BE ONE INCH. 3. TRAP DEPTH DIMENSION "B" SHALL BE HALF OF "A" PLUS ONE INCH IF OUTLET IS UNDER NEGATIVE PRESSURE. IF THE PRESSURE IS POSITIVE, "B" SHALL BE THE MAXIMUM POSSIBLE PRESSURE (IN INCHES W.G.) PLUS TWO INCHES. COOLI\G COIL CONDE\SATE TAP SCALE: NONE D ETAI Ln M531 CV BOX WITH REHEAT MANUAL AIR VENT VALVE WHERE COIL IS HIGHER THAN MAINS OR WHERE REQ'D.\ HEATING COIL TEMP./PRESS. TEST PLUG(TYP.) MODULATING CONTROL VALVE (PRESSURE INDEPENDENT) DRAIN PANS (TYP.) 1/2" FOR VENTING 1 L 2 -WAY PRESSURE INDEPENDANT CONTROL VALVE (TYPICAL) LL 4" MEMORY STOP 'CHILLED WATER RETURN IX BAL. VALVE (TYP) SAME SIZE AS HEADER CONN. (TYP) CHILLED WATER SUPPLY I__•�,�-LOCATE RISERS SO AS TO NOT BLOCK COIL REMOVAL I 1>a DRAIN PAN DRAIN PAN CONNECTION lu�` 1/2" DRAIN AT LOWEST HEADER (FLOW OR RETURN) 1-1/4" TO FD CHILLED WATH COIL PIPI\G DIAL A V FOR AIR HA SCALE: NONE MANUAL AIR VENT PT TEST PORT TYPICAL HOT WATER COIL CONTROL VALVE IVO oo. \- GATE VALVE CIRCUIT BALANCING VALVE BALANCING COCK 2" RETURN S USE STRAINER PLUG AS COIL DRAIN METHOD STRAINER 2„ UPPLY-S GATE VALVE NOTE: THIS DETAIL ALSO APPLIES TO 2 ROW COILS. ONE VALVE FOR BOTH COILS HOT WATH COIL P PIN G DIAGAV FO Al SCALE: NONE \DLPS � M531 HA\DLPS n - M531 CHWR CHWS FOR FAN COIL UNIT PROVIDE PRESSURE INDEPENDANT CONTROL VALVE INSTEAD OF A / FLOW CONTROL VALVE. THE LIEBERT UNIT HAS ITS OWN CONTROL VALVE INSIDE THE UNIT. PROVIDE GRAVITY CONDENSATE DRAIN WITH TRAP OR PUMPED CONDENSATE DRAIN AS APPLICABLE 1/2" FOR UNIT. INDIRECT DRAIN TO COLLECTOR PIPE OR APPROVED RECEPTOR, ONE PIPE SIZE LARGER THAN CONNECTION SIZE PREFERRED TRAP LOCATION AT UNIT CEILI\ COOLI\ PROVIDE DRAIN PAN UNDER UNIT WITH LEAK DETECTOR G d0U\TED CHILLED WATH SCALE: NONE CV BOX WITH REHEAT\ AIRF FROM SUPPLY FAN G UNIT PIPI\G CIAG MANUAL AIR VENT VALVE WHERE COIL IS HIGHER THAN MAINS OR WHERE REQ'D.\ HEATING COIL\ UNION (TYPICAL) NOTE: PROVIDE 3 FEET CLEARANCE IN FRONT OF TERMINAL UNIT CONTROL PANEL 3 -WAY VALVE EHEAT TEEN SCALE: NONE \AL PIPI AIRF NOTE: PROVIDE 3 FEET CLEARANCE IN FRONT OF TERMINAL UNIT CONTROL PANEL 2 -WAY VALVE EHEAT TES SCALE: NONE ORIG A REVISION 9-120 RENOVATION J#16054201-02 9-120 - SPL LABS DCN #01 J#16054201-02 RECORD DRAWING J#16054201-02 BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 BY COFFMAN COFFMAN COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA M. SOTURA M. SOTURA DATE SYM REVISION BY APPROVED DATE 07.12.07 07.25.07 06.16.08 10.31.13 Q BOE/NG° o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN DATE 05.23.07 CHECKED M. SOTURA ENGINEER CHECKED 05.23.07 V TEMP./PRESS. TEST PLUG(TYP.) MODULATING CONTROL VALVE 4� HWR BALANCING VALVE HWS BALL VALVE (TYP.) STRAINER `1/2" HOSE END DRAIN VALVE (TYP.) \G DIAGRAM LEGE\ it D TEST PLUG BALL VALVE GATE VALVE 3 -WAY CONTROL VALVE BUTTERFLY VALVE GATE VALVE WITH HOSE CONNECTION AUTOMATIC FLOW CONTROL VALVE WYE STRAINER (W/ DRAIN VALVE) THERMOMETER UNION AUTOMATIC AIR VENT (WITH DRAIN) GE\PAL \OTES EFEH \CE NAWINGS CO\STRUCTIO\ NOTES MECHANICAL PERMIT 10/31/13 SUBTITLE PIPING DETAILS APPROVED APPROVED TITLE MECHANICAL MASTER 9-120 RENOVATION BUILDING 9-120 DEV. CENTER, WA REVIEWED FOR ;ODE COMPLIANCE ( APPROVED DEC 0 4 2013 City afTukwHa BUILDING DIVISION ACOFFMANINEE RSNG 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION 16054201-02 SHEET SYMBOL 3 DATE M531 10.31.13 IICCEIVED CITY OF TUKWIL NOV 0 6 2013 JOB NO. 16054201-02 MIT CENTER COMP NO. DWG NO. 09-120-M531 Rnl ITI-I(:• 1(17/9V11 19.4.'.5,4 PAS SYM r r K-27 DUCT AT VERTICAL DROP(S) AHR E5 32/98 24/80 K-27 DUCT EXTENDS A MINIMUM 15-0 FROM DROP K-27 DUCT AT VERTICAL DROP(S) 7 24780 INSIDE DIMENSION MIN.) K-27 DUCT EXTENDS A MINIMUM 15-0" FROM DROP 32'-0" J 32/98 f -ROOF FINIISHED FLOOR-� 1 REVISION BY APPROVED DATE SYM SECTIO\ AT AH E5 SCALE: 1/4"=1'-0" 3M 12 M533A REVISION BY APPROVED DATE ORIG BOEING 9-120 ASIC OFFICE MODERNIZATION J#131174-00 COFFMAN M. SOTURA 10.31.13 BOE/NG' K-27 DUCT AT VERTICAL DROP(S (AHR E5 2'-8" %C\ 00 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 6'— 8" SECTIO\ AT SCALE: 1 /4"=1'-0" DRAWN COFFMAN CHECKED M. SOTURA ENGINEER CHECKED APPROVED APPROVED DATE 10.04.13 10.04.13 AHE5 3M12IM533A 1 3 003 GE \ERAL \OTES REFERENCE D3AW1 \GS CO\ST UCTIO\ NOTES PROVIDE SMACNA APPROVED DIRECT CONNECTION TO AIR HANDLING UNIT. PROVIDE SMACNA APPROVED SYMETRICAL OFFSET FITTING AROUND STRUCTURAL OBSTRUCTION. DIRECTION OF AIRFLOW WILL DETERMINE FITTING CONSTRUCTION. MECHANICAL PERMIT 10/31/13 SUBTITLE TITLE SECTIONS AND DETAILS BOEING 9-120 ASIC OFFICE MODERNIAZATION BUILDING 9-120 MECHANICAL MASTER DEV. CENTER, WA REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION �COR�IAAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION J#131174-00 SHEET SYMBOL° sic DATE M533A JOB NO. DWG NO. 1• (1.10 DAA a ..13 c CITY 10OF31TUKWILA� NOV 0 6 2C1 16054201-02 COMP NO. PERMIT CENTER 09-120—M533 a c a