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Permit M06-183 - VASCULAR ACCESS CENTER
VASCULAR ACCESS CENTER 14220 INTERURBAN AV S M06 -183 sks CITY OF TUKWILA CUT. OF COMMUNWTY 0 V: LOPMENT 6300 S KWI A, WA T 98188 D. Parcel No.: 3365901881 Address: 14220 INTERURBAN AV S TUKW Suite No: Tenant: Name: VASCULAR ACCESS CENTER Address' 14220 INTERURBAN AV S, TUKWILA WA Owner: Name: FAIRWAY CENTER ASSOCIATES Address: C/0 HALLISSEY R J CO INC, 12835 BEL -RED RD #140 Contact Person: Name: BRANDON MAGEE Address' 9360 153 AV NE, REDMOND WA Contractor: Name: MERIT MECHANICAL INC. Address' PO BOX 2109, REDMOND, WA Contractor License No: MERITMI163CM Value of Mechanical: $60,000.00 Type of Fire Protection: Furnace: <100K BTU >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 >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial /Industrial MECHANICAL PERMIT DESCRIPTION OF WORK: INSTALL ONE RTU, ONE FAN COIL, ONE CONDENSING UNIT, TWO EXHAUST FANS, TWO ROOT VENTILATORS, AND DUCT WORK. EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 1 1 0 1 2 2 0 0 0 "continued on next page** doc: IMC- Permit M06 -183 PERMIT CENTER Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 602 -4372 Phone: 425 883 -9224 Expiration Date:06 /01/2007 M06 -183 08/30/2006 02/26/2007 Fees Collected: $638.50 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU 0 30 -50 HP/1,750,000 BTU 50+ HP/1,750,000 BTU 0 Fire Damper 0 Diffuser 67 Thermostat 4 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment Printed: 08 -30 -2006 Permit Center Authorized Signature: regulating constr ti•.- or the pert doc: IMC- Permit Permit Number: M06 -183 Issue Date: 08/30/2006 Permit Expires On: 02/26/2007 Date: 8 I hereby 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 presum o give authority to violate or cancel the provisions of any other state or local laws work. I am authorized to sign and obtain this mechanical permit. Signature: Date: Print Name: tacead .- 72 7 . 74, A 1-1_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance or if the work is suspended or abandoned for a period of 180 days from the last inspection. M06 -183 Printed: 08 -30 -2006 CITY OF TIM: 6 II A DEPT. OF COMMUNITY DEVELOPMENT 6300 SGUTHCENI ER BLVD. TUKWILA, WA 98188 PERMIT CONDITIONS Fell-will CENTER Parcel No.: 3365901881 Permit Number: M06 -183 Address: 14220 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 08/18/2006 Tenant: VASCULAR ACCESS CENTER Issue Date: 08/30/2006 1: ***BUILDING DEPARTMENT CONDITIONS "` 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 9: 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. doc: Conditions **continued on next page" M06 -183 Printed: 08 -30 -2006 63(,J SuUTHCCN t cR CLVD. TUKWILA, WA 98188 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions sow Date: Printed: 08 -30 -2006 Tenant Name: Property Owners Name: Company Name: Mailing Address: Company Name: Mailing Address: Company Name: Mailing Address: CITY OF TUKWILSW' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://wwwcttukwilawa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: U / / Site Address: � a 4-O TV. � ].Ml C.v� S 9oiw}Lrlaac " 4 Floor: / �cr New Tenant: ".r....Yes ❑..No Dlysz Fr-v.r-uu Mailing Address: G re- S. Name: Mir. p - Mailing Address: i /car Qv" NE E -Mail Address: kvtA.g • scw c-n•1 •Conn. Contact Person: E -Mail Address: Contractor Registration Number: Lac Contact Person: E -Mail Address: Contact Person: E -Mail Address: Q:tApplioationslroltns- Application On Line\3 -2006 - Permit Application.doc Revised: 4-2006 bh TV\l.tii (a. City A_ State State State State 25/ /o Zip Day Telephone: size (00a- `1 3 2 � City State Zip Fax Number: 'nC f - 2 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Zip City Day Telephone: Fax Number: Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP/100,000 BTU Fumace>1001C BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct _7 Thermostat 15-30 HP/I,000,000 BTU Suspended/WalUFloor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator - Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFhlWATION - 206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name:Aasyaias rine:AAA.: ac-k Mailing Address: , /Sara ikase Contact Person: E-Mail Address: Contractor Registration Number: it/Warrr 6 3 C" , 0 Valuation of Project (contractor's bid price): $ of:) 000 c. Scope of Work (please provide detailed information): n.51-ej Ok.e_ 12-11.) Ovt.a.... FAX' OnAt._ c-r-s-4-€4"ct: t t� Qat. Rjna no rr.rj t 141114.3 1 cA Use: Residential: Commercial: Fuel Type: New .... 0 Replacement .... 0 New ...X Replacement .... WALAmsok.-0 %-o cit State Zip Day Telephone: Nig Lan...- 1 -1 mA, Fax Number: •7 • C Z519 - 7 - 0 e t Expiration Date: (7/ / /07 Electric 0 Gas ....D Other: Indicate type of mechanical work being installed and the quantity below: QAApplicationsTorms-Applications On Line \ 3-2006 - Permit Application.doc Revised: 4-2006 bh Page 4 of 6 PERMIT APPLICATION NOtt5 — Applicable to all permits in this plication 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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. Signature: BUILDING OWNER OR AUTHORIZED Print Name: ` $re.. -efL % frta s et Mailing Address: Zip Date Application Expires: I Date Application Accepted: Q: ApplicationsTanns- Applications On Line\ -2006 - Permit Applicaiion.doc Revised: 4 -2006 bh City State Date: / `��Gr Day Telephone: (.02 - °/ 3 Staff Initials: irrAr Page 6 of 6 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365901881 Permit Number: M06 -183 Address: 14220 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 08118/2006 Applicant: VASCULAR ACCESS CENTER Issue Date: Receipt No.: R06 -01295 Payment Amount: 638.50 Initials: JEM Payment Date: 08118/200611:14 AM User ID: 1165 Balance: 50.00 Payee: MERIT MECHANICAL, INC. TRANSACTION UST: Type Method Description Amount Payment Check 22619 638.50 ACCOUNT ITEM LIST: Description Current Pmts doc: Receipt MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Account Code 000/322.100 516.80 000/345.830 121.70 Total: 638.50 8787 08/18 9710 TOTAL 638.50 Printed: 08 -18 -2006 Proje MI r .I, 4/I /lravld Type �f AI spec on: / / RN A dress( 77 220 4 c' 4 Date Called Special nst — Date Wanted: a.m. Requester: Phone No: t•. INSPECTION RECORD Retain a copy with permit INSPECYIQN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 206)431-3 OMMENTS: al 7v c X / Lai 5 4 , // A.00,/ 4 >r t nj/ 1 1 4 » Approved per applicable codes. Corrections required prior to approval. ri $58.00 REINSPECTI� FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: 7 Project - ...... , Jr %/ Type of Inspection: f/ -a; _.... - - -. s Ar Address: r��7 "/ 2/7- n . clripl.- Date ailed: / / Sp cial Instructions: i . Date Wanted: A .., JO -//-0,‘ .. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT' ' N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila, WA 98188 (206)431 -36 %Approved per applicable codes. COMMENTS: Corrections required prior to approval. ri $58.00 REINSPECTION'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: M... _ _ fir Prole it // VC'S , , /04 .4...€ di Type of Inspe ion: 70/ by, (,2-. /�_ Address: ,�'r Date Called: Speci ' Date Want Requester: Phone No: 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. COMMENTS: ! /1 < 6' / 0 Gels{ Q �L /C Cd r., e x ' V� - p } . c 7 1 / O / nirra4 1 a h Inspector et wt, 2410 ' ` Date : /et $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Proj ct t/ sc.i,4.- .�..,.jj Type of Inspect q n: 70/ lrri,e, i ce, Address: NZ 20 -4,J /»r) Date Called: Special Instructions: Date Wanted: -7 fin` L e a p3; p.m. Requester:: Phone No: i t INSPECTION RECORD Retain a copy with permit INSPE 1 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. PER 06)431 -36 El Corrections required prior to approval. COMMENTS: gui At- ro $58. I EINSPECTIO l FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: Special Instructions: •equester: Phone No: (206)431- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. (Receipt No.: Date: El Corrections required prior to approval. /� j Y V ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS — 6869 WOODLAWN Ave. N. E., SEArrI z, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 FAIRWAY CENTER BUILDING A TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS FOR MECHANICAL UNIT ADDITIONS 'EXPIRES 7/26/OS August 8, 2006 ENW Project No. 89- 039008 IBC 2003 CITY Fn AUG 18 2006 PERMrrca1TER ptc(12st EN ♦ ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 6869 W000LAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT # PROJECT FRP (ID AY CFA t & DATE 7 - , 25 -ot SUBJECT ' 1ne . ' f3 IUD 3. SHEET OF BY OK r$ ENW ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 6869 WOODLAWN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT# PROJECT FA 1 f-liAl Ca SIC. DATE 7-23 SHEET OF BY 0 IC SUBJECT Job #( ........:... ... Project GLULAMIor PARALLAM :BEAMS.; 99ZUB.0 Based on the NDS -1991 WL = 0.000 ML- Bi ilthrimmentevalM 0.0 0.900 P3 0.0 P4 d3 < ,_d2 y tP2 H< L2 Mc10.= 46.08 R1= 9.6 kips R2= Shears 0.00 9.60 Bending Yr 75.0% Left Iu • 0.000 Cs sir 0.000 IWd 0.000 !a 0 G= 0.00 G a 1.000 F 2.760 Rs 0.00 Kbe = 0.609 F5d ar = 0.00 Fse/P ° 0.000 ( 0.000 CL 0.000 Adjustment factor= 0.000 Mom. = 0.0 fbAc 0.000 Fs.LL, 0.000 Bending %= 0.00% Inflection pts. or 0.000 BEAM ID. RB1 Is the beam a Parallam7 ( Y or N) N. F e Rsr F 1f° v E L1 Pr ■ L2 Pr = L3 PT • WL We RV w KO. MR L3 9.11 0.00 WA 0.000 9.11 kips 2 J We mtttst bo>'0 33A11 loiads.must be.tlbvvriwatd:(no upflft Toads) CONTROLLING STRESSES pp . fvrcr pvptL. ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE N.E. ( SUITE 205 ) SEATTLE, WA 98115 Property of Engineers Northwest, Inc., Seattle Use by others unlawful INPUT =I °'- "- shaded cells !Fairway Center 1 Shear %= 70.7% Center Rlght 2.000 0.000 0.965 0.000 Width "vi"= Depth "d"•^ CI P1 ' P2Kin d2 = P3 haPS d3 rT P4 qP8 5.1 Is beam botbraced « columns(Y or N) Y R1 N1n 9.60 Mar,r 46.06 Deflection ctr. span (M.) _ L/240 (in.) _ 11360 (In.)* NDS ref. (ft) [Eq. 5a-1] RZ'a = 9.11 Vk°s= 9.80 Vgd " Ps = 8.25 1.333 0.000 49 0 TbI. 3.3.3 9.65 0.00 le/d Sec.3.7.1.4 1.000 1.000 [Eq. 4.3-1] 2.760 2.760 FL'Cd 5.82 0.00 [Eq. 3.35] 0.609 0.609 Sec.3.3.3.8 32.35 0.00 Sec.3.3.3.8 11.722 0.000 Sec.3.3.3.8 6.698 0.000 Sec.3.3.3.8 0.995 0.000 [Eq. 3.346) 0.965 0.000 Smaller of CV,C,BCL 46.1 0.0 (k -ft.) 1.997 0.000 2.863 0.000 (Adjustment factor) X (P 74.98% 0.00% 20.000 0.000 CANT.GLB Page 1 "0;74:. ( -) deflection is upward 1.00 ctr. span 0.67 CIT. span <-50 <-50 SHEET OF Rev.6/3/98 (In.) (In.) (duration) Tbl. 2.3.2 (TOP of beam unbraced length) I:: 5:425x18 GUILAM IS OK A. 92.25 S IY° = 278/5 poem 2490.76 7/27/2006 WOODBM94 EN ♦ ENGINEERS NORTHWEST, INC., P.S. -' STRUCTURAL ENGINEERS PROJECT # fi 061 00% PROJECT SUBJECT CIWLC- 04 PA X1 `DJ L 014 FLU WI. 136b * 4 5 otis W ��poeT 130a � 9 e Z:t iL (. 9 $ 1 DX6L) 9 ' q,ob6Dj �L = 24• t�� 15.575 tL� , v \ MAk c 6869 WOODI.AWN AVE. N. E.,10205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 FAIQwtk carir z - 'r_.DM+ A beDisp_1+'Tlo•y oRxck-r FAN ts1L on-147 (Fc-u - Bt Lxj9.7ED ,"J tPLErlvnn, $15,c6 .BF $. Pr ` .BcLo.4 R.AP * F313awE $2 CeILt..t11 ` UNIT IS IZao r#- - Wb-kLD Luc aE - Okl, F2J �. >3151 - • 29.9.eVL -41- 326 4-/ 50PfDR-1 t tc--- f4,53 L153 bL %,5IA- tct57i4 1J1 It 1.11 /6s @ `t , 'o . x '4 .Q' 3o,-0- 3251 I x6*- 46$VR bAl cr ?L•9 t..,OJe 0E i /• 1-.11 17 - 16 (I I- l _ i tS I LF t... = as -r) .- 1 tts- I✓ _ zo -Qss 6-4 = 05 4_16 > 1sssr7 4 - 1b tr , 9(151 We, 1S" T J I / 66 14. bsECTtbn` 'U L41EO&EE DATE SHEET 1 OF BY TT •4. 2.10.E r si CHECK SST. ALP- LASS - txts - r. Ott" x stf %Z' .e= H1, r, - SF-gm( beAe) 4210* 2i'7f' i3tt w.L -- 1Z t'sr(30) = 310 Pt.F - _ L &- 1-S rsF OJ) _ 160 ti-C DL ,\ Re= 2-91116L LL 2Iq.ZL 2239. is; 6.1 '• S)` Description General Information Dead Load Lire Load ...distance f Deflections Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Fairway Center Bldg A- Glulam Beam Grid 7 6.75x34.5 6.7501n 34 500 M GluLam 528.0 Ws Ibs 10.000 ft DL DL DL 1.150 Pin -Pin 35.000pcf Center Span... peed Load Deflection -0.671 in ...Location 20.338 ft ...Length/Dell 733.1 Camber ( using 1.5 • D.L. Deft ) ._ Q Center 1.007 in Q Left 0.0001n Q Right 0.000 in 217.01bs Ibs 19.000 ft 360.00 #/ft #/ft #/ft Center Span Left CaMilewu Right Cantilever Douglas Fir, 24F - V4 Fb Base ABow Fv Allow Fc Allow E bs bs 0.000 ft Total Load -1.818 in 20.500 ft 270.83 u. LL LL Title : Job # z.Q Dsgnr: /66177" 1 = 1 ==n'h ?.'ED Date: 4•59PM, 27 JUL 06 Description : Scope: Rev 580004 User. KW-0606898, Ver 5.8.0, 1.Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 lWrwaycenter.eewCalculations Code Ref: 19972001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined fibs Ibs 0.000 ft Left Cantilever,.. Deflection _Lergth/Defl Right Cantilever_. Deflection 41.00ft Lu ft Lu ft W 2,4D0.0 psi 240.D psi 650.0 psi 1,800.0 ksi 1 Full Len r th Uniform Loads 750.00 #/ft #/ft #/ft Ibs Ibs 0.000 ft Ibs Kos 0.000 ft 7.00 ft 0.00 ft 0.00 ft Summary Span= 41.00ft, Beam Width = 6.750in x Depth = 34.51n, Ends are Pin -Pin Max Stress Ratio 1.009 ; 1 Maximum Moment Allowable Max Positive Moment Max Negative Moment Max Q Left Support Max Q Right Support Max M allow b 2,239.13 psi Fb 2,219.51 psi 249.9 k -ft 247.7 k -ft 249.86 k -ft at 20.336 ft O.00k -ft at 41.000 ft 0.00 k -ft 0.00 k -ft 247.67 fv 136.42 psi Fv 276.00 psi Left DL Right DL Maximum Shear *1.5 Allowable Shear. @ Left Q Right Camber @ Left Q Center Q Right 9.06 k 8.77 k Overstressed in Bending 1 oK -se CALLS 31.8 k 64.3 k 24.43 k 24.14k 0.000 to 1.007 in 0.000 in Max Max 24.43 k 24.14 k Dead Load Total Load 0.000 In 0.000 in 0.0 0.0 0.000 In 0.000 In 0.0 0.0 bs Ibs 0.000ft J Re v 580004 User. KW- 0606898, Vor 5.8.0,1- Dec-2003 _le)19832003 ENERCALC Engineering Software Description Fairway Center Bldg A- Glulam Beam Grid 7 Sending Analysis Ck 20.711 Cv 0.813 Center ig Left Support Right Support Shear Analysis Design Shear Area Required Fv. Allowable Bearing C Supports Max. Left Reaction Max. Right Reaction Le Rb M, V, & D Specified Locations Center Span Location = Right Cant. Location = Left Cant. Location = 14.414 It 11.447 Max Moment 249.86 k -ft 0.00 k -ft 0.00 k -ft Q Left Support 31.77 k 115.101 in2 276.00 psi 24.43 k 24.14 k Searing Length Req'd Searing Length Req'd General Timber Beam 8» 1,339.031 in3 CI 0.982 Su Redd 1,350.87 M3 0.00 kt3 0.00 kf3 CI Right Support 31.34 k 113.544 in2 276.00 psi Query Values 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k-ft 0.00 k ft 0.00 k-ft Title : Job # z.r© Dsgnr:. 6T/Almn 1 =T=n7.eED Date: 4:59PM, 27 JUL 06 Description: Scope : Area 232875 in2 Allowable Po 2,219.51 psi 2.259.58 psi 2,259.58 psi 5.568 in 5.503 In Shear 24.43 k 0.00 k 0.00 k Page 2 fair vaycenter.ecw.Calculations Deflection 0.0000 hi 0.0000 M 0.0000 in ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 81 n31 v g PROJECT SUBJECT Ct ''; Lou- L) Nrf 2}-1.4-i k (io...a (I.A 157.1- - (6.15 " (34.6 Gt1vLe. CAS tT I LE-1EYQEb C-I L2 - FJUST t.39 °s21 L a = \'"C 'ts• l 1z� 24� 4 6' 6869 WOODLAWN AVE. N. E., #205, SEarnE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 1 2I Lis L2c.. 'v 4 %' 46. 2421i y1 •Sn 36� 2z3`t psi 3 (4K3G 2.4. 43I if R-056 A 15.315 U otl Ly 37 JVCYt bC. 51 ur rzmr- YSesi,. DATE SHEET I OF BY N Fit flints, (t, Is) = 2- t, ' t s . rS' : - a� t - M ' ;n A = (, rri in itA (IZ in �'cf) 1.37 ,, I,1`17 in bk I (It /-41-) - 2.3S ;h > I, .1 t S l r 36a txts_ x-1 34- '1 GL k F -v`t OF/b0 o 0 . 1R'A& Q x = 25 PtF (3ef ) ?LP FROM lffLCFFL — f C ' 1' ( ' K SG C ' 7 LB (2`t F- .1F /RF.) Or.- 6, = 1.5i6 y. ZS , • - • `t662) (.6 iH - s :"- User 3.2c 3 E 898, Ver 5.8.0, 1-Dee-2003 1 (0983Z0M ENERCALC Engineering Software General Timber Beam Page 2 rairrraycenter.ecxCalculations Description Cantilevered Glulam Beam on Grid 7 Stress Catcs Bending Analysis Ck 20.128 Le 8.237 ft Cf 0 808 Rb 8.839 Max Moment Center a Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Q Supports Max Left Reaction Max Right Reaction M, V, & 0 a Specified Locations a Center Span Location = Right Cant. Location = a Left Cant. Location = 254.55 k ft 0.00k-ft 23286 k -ft Left Support 31.41 k 113.794 kn2 276.00 psi 24.40 k 65.26 k 0.00 ft 0.00 ft 0.00 ft Scope: S)oc 1,458.0001n3 CI 0.990 S:oc Redd 1,383.97 kn3 0.00 in3 1,266.06 in3 a Right Support 45.37 k 164.373 kn2 276.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00k -ft 0.03k-ft 0.00 k -ft Title : Job # z.a Dsgnr. FE6T? miThin ift ?.'ED'Date: 8:34AM, 28 JUL 06 Description : Area 243.000 in2 Allowable fb 2,207.08 psi 2,22914 psi 2,207.08 psi 5.560 In 14.875 in Shear 21.13 k 2113 k 0.00 k Deflection 0.0000 in 0.0000 In 0.0000 in ***** Property of I Job J( IBC 2003 Si Basic Se Basic Se Is L Is this a 1 Elevation of to Elevation of t( SI alb iput Pointev 47 :122'15 USG oforachanglugworld. LOCATION 47.4765 Lat. - 122.25775 Long. The interpolated Probabilistic ground motion values, in %g, at the requested point are: 10%PE in 50 yr 2%PE in 50 yr PGA 32.88 64.31 0.2 sec SA 72.36 144.87 1.0 sec SA 23.83 49.69 SEISMIC HAZARD: Hazard by Lat/L,n. 2002 1 8/2/2006 11:07 AM 1.. 222-1 ' . 5-'2e :: 1 1 I L: 410 'm " lift ..100fr,Cd.,,,..Z.2171‘.:I.V..:....:..:.;;:Z4 ' iro'inz - iiirr . 1,17 . ° . 2.ei t tN .1229 S Vt,',/elev 13 ft 11111 ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 • • • • Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = Shaded cells Job number 89 -034008 . Job name : FalrwayiCenfer. Bldg .A- Mechanical Units IBC 2003 Section 1616.6 /ASCE 7 -02 Section 9.5.5 Equivalent Lateral Force Procedure - Bullding design base shear All references below are to ASCE 7 -02 (U.N.O.) Input Basic Seismic-Force-Resisting System = Basic Seismic-Force- Resisting System = Is Diaphragm considered Flexible? Is this considered a Building Structure ? hn = Ss = 51 = Site Class = Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Seismic Use Group = Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1= Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= S2o = 2 Cd = 5 'E = 1 Detailing Reference Section = 1910.2.4 Cs Gala = 0.193 Cs max = 0.630 Cs min. = 0.043 Cs use = 0.193 Vu design - . 0.193 V design = 0.136 Diaphragms Ev= 0.193 SHEET OF Rev.e/29 /04 IBC :Seismie:,: 1 1B Special reinforced concrete shear walls .. - BWS 15:67 ft.: :1144875; :?;0A969;r. 18.501t: 16:00 ft. '16:00fL1 = Bearing Wall System Sec. 9.5.2.3.1 Sec. 9.14.1.1 - for Nonbuilding Structure definition. height to top level in main portion of structure (abv.base) Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Table 9.4.1.2 Soil profile properties "D" is default the Building Table 1 -1 page 4 Official thinks it is Site Class "E". roof high point (minimum parapet) roof low point (maximum parapet) Output W = Building weight (# or kips) I Section 9.1.3 & Table 9.1.3 1.000 Table 9.4.1.2.4a 1.503 Table 9.4.1.2.4b 1.449 Sms = FaSs Sec. 9.4.1.2.4 (Eq. 9.4.1.2.4 -1) 0.747 Sm1 = FvS1 Sec. 9.4.1.2.4 (Eq. 9.4.1.2.4 -2) 0.966 Sds = 2/3Sms Sec. 9.4.1.2.5 (Eq. 9.4.1.2.5 -1) 0.498 Sd1 = 2/3Sm1 Sec. 9.4.1.2.5 (Eq. 9.4.1.2.5 -2) D Tables 9.4.2.1a & 9.4.2.1b 0.103 0.2Sd1/Sds Section 9.4.1.2.6 0.516 Sd1 /Sds Section 9.4.1.2.6 0.02 Section 9.5.5.3.2 Table 9.5.5.3.2 0.158 seconds - Sea9.5.5.3 (Eq. 9.5.5.3.2 -1) 0.966 Section 9.4.1.2.6 (Eq. 9.4.1.2.6 -1)or (Eq.9.4.1.2.6 -2) 5 Table 9.5.2.2 Response Modification Coefficient System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 9.5.3.7.1 & 9.5.3.7.2 Occupancy Importance Factor- Table 9.1.4 Section 9.5.5 (Eq. 9.5.5.2.1 -1) Section 9.5.5.2.1 (Eq. 9.5.5.2.1 -2) Section 9.5.5.2.1 (Eq. 9.5.5.2.1- 3) &(Eq. 9.5.5.2.1-4) Section 9.5.5.2.1 (Eq. 9.5.5.2.1 -1) • W At strength level USD (Eqs. 9.5.5.2.1) •W Working ( 0.7•E) ASD •D • +1 -.2 Sds D (Eq. 9.5.2.7 -1 & 9.6.2.7 -2) - May be Zero for proportioning foundations in ASD. Table 9.5.5.3.1 Cu = 1.4 wp = The weight of the diaphragm and other elements of the structure attached to it. Vpx = The portion of the shear force at the level of the diaphragm, required to be transferred to the components of the vertical seismic- force - resisting system because of the offsets or changes in stiffness of the vertical components above or below the diaphragm. Fpu = 0.1932 *wp + Vpx (Eq. 9.5.2.6.2.7) USD Fp = 0.1352 •wp + 0.70Vp (Eq. 9.5.2.6.2.7) ASD t Use the larger of V = 0.136 *W ASD (Egs.9.5.5.2.1above) J therankroggations IBC EQ. Seismic IBC2003.xls ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Erglneers Northwest, Inc., Seattle - Use by others unlawful Job number I ....... 89-0310:8 ..... ) Job name Fairway. Bldg A- CU.1 .:...:................: . . ASCE 7 -02 Section 9.6.1.3 & 9.6.3 Mechanical & Electrical Component Attachments (Eq. 9.6.1.3 -2) (Eq. 9.8.1.3 -1) (Eq. 9.6.1.3 -3) Component Definition ASCE 7 -02 Table 9.6.3.2 = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = Equipment Lateral Load Anchorage force (WSD) Input 4d.) HVAC - .Other .1.0 0.311 0.966 Section 9.6.1.5 ItiPs input (R or G) Automatidy Input from tab "IBC EQ." Output ap/Rp = 0.400 Tbl. 9.6.3.2 zlh = 1.0000 at roof level Fpu= 1.6 *Sds"Ip"Wp = 1.5456 'Wp Upper bound Fpu= 0.4 *ap"Sdslp/Rp*(1 +2z/h)Wp = 0.4637 "Wp Calculated Fpu= 0.3'Sdslp•Wp = 0.2898 'Wp Lower bound Fpu design = 0.4637 *W (U.S.D.) Fp design = 0.3246 'W (A.S.D.) Working (0.7 factor ) Fp design = 0.101 kips See footnotes below NOTE:- 1.) For anchors that are not embedded 6 diameters minimum multiply the above anchorage factor by 2.0 for the anchor loads 2.) "Anchorage shall not be resisted by friction clips." 9.6.3.13.2.b 3.) Components mounted on vibration Isolation systems - the design force shall be ?Fp for bumper or snubber design in each horizontal direction. Rev. 1/11/00 8/2/2006 03 IBC Equipment Seismic IBC2003.xls (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -1) (Eq. 9.8.1.3 -3) Equipment Lateral Load .Anchorage force (WSD) Job number Job name ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 1/11/00 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ASCE 7 -02 Section 9.6.1.3 & 9.6.3 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -02 Table 9.6.3.2 = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = Input Section 9.6.1.5 Ides input (R or G) Automaticy Input from tab IBC EQ." Output ap/Rp = 0.400 TbL 9.6.3.2 z/hh = 1.0000 at roof level Fpu= 1.6*Sd = 1.5456 `lap Upper bound Fpu= 0.4 *ap*Sds *p/Rp *(1 +2z/hh)Wp = 0.4637 'lap Calculated Fpu= 0.3•Sds'ip1Wp = 0.2898 'lap Lower bound 4d.) HVAC Systems - Other . .... ......... ... . 0.7 0.966 Fpu design = 0.4837 'W (U.S.D.) Fp design = 02246 'W (A.S.D.) Working (0.7 factor ) Fp design = 0.227 kips See footnotes below NOTE:- 1.) For anchors that are not embedded 8 diameters minimum multiply the above anchorage factor by 2.0 for the anchor loads 2.) "Anchorage shalt not be resisted by friction clips." 9.8.3.13.2,1s 3.) Components mounted on vibration Isolation systems - the design force shall be ?Fp for bumper or snubber design In each horizontal direction. 8/2/2006 03 IBC Equipment Seismic IBC2003.xls (Eq. 9.6.1.3 -2) (Eq. 9.6.1.3 -1) (Eq. 9.6.1.3 -3) ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E (SUITE 205) Rev. 1/11/00 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Job number (....... 89 -041�008.... Job name Fairway. Center Bldg A- FCU 1 : .. ....................... .................:........ ASCE 7 -02 Secdon 9.6.1.3 & 9.6.3 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -02 Table 9.6.3.2 = Ip= Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = Equipment Lateral Load Anchorage force (WSD) Input Section 9.6.1.5 ps input (R or G) Automatidy Input from tab "IBC EQ." Output ap/Rp = 0.400 Tbl. 9.6.3.2 z/h = 1.0000 at roof level Fpu =1.6'Sdslp"Wp = 1.5456 'Wp Upper bound Fpu= 0.4 "ap "Sds'Ip/Rp "(1 +2z/ h)Wp = 0.4637 'Wp Calculated Fpu= 0.3"Sds'Ip'Wp = 0.2898 'Wp Lower bound 1.3 0.966 Fpu design = 0.4637 'W (U.S.D.) Fp design = 0.3246 'W (A.S.D.) Working ( 0.7 factor ) Fp design = 0.422 kips See footnotes below NOTE: 1.) For anchors that are not embedded 8 diameters minimum multiply the above anchorage factor by 2.0 for the anchor Toads 2.) "Anchorage shall not be resisted by friction clips." 9.6.3.13.2.b 3.) Components mounted on vibration Isolation systems - the design force shall be 2"Fp for bumper or snubber design in each horizontal direction. 6/2/2006 03 IBC Equipment Seismic IBC2003.xls ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # Q>9 - 0 3 ° ( 8 SUBJECT ot4ITS - GJ-1 QTu- Z SHEET OF By 4q •-I MFCH. ur4rr wb K oar - v r( $Fisr -ki CO - 1 GI I MLK n \l'2ToR4 L t44 3' 4 1 3' 1u -z, CrtEGK- ovCTUI04.1 4_...v-5" 4 T1 TL PROJECT 6869 WOODLAWN AVE. N. E, #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 � Al2.iJP'1 Gta'ITeu 3(..G, A- �1F� 0 - jai L (1.5)+,3!tL (b.L)(I,S')t'T�4: - A-13+F ,Jo. 0.T v - IoI it 4E of r dL-.S (2e L. -Neu cut -'B. -r. PLf■A -.2i (3') •+ ,7L. (0.06. bee' 3.76' - r - 2a 4 6i4t z_ tin of t4 AK- RlsQ'D . 224 1k 1 Wi DATE 101 #: :D. qS r.JA-IL5 la #k =d USE e !C i s( 2 NAIL --- use 3-10.:S KtArit_s M.�I tor- 51 AF ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT SCISNi1 c- 4? -M L'M2 s FC U - I ceiS �oCLCE F _ fez 1 M Eege D,Q Fero../ F =*2 = 'q. vi Zl l 29 $ • 5 "t- 2 F 2 :iti STRSY( LA•TaLD.T Y1 •-b r _ 60 2143.st c. n- G tT oet ,..r F 461 r ,t, = I * ('4 /4 sotFo tit 0.4 ( 36 l 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 i"AILJft - 1 C> Vial-- $tAsr R Mtoi UNITS - F &u - 1 iSS L (2 . .olf'l In a t C "-`) (3026 ) DATE SHEET OF By Axt.L _ '$ - * ( ) - 5`11 ‘4- M 204 u , Or4tSTINI Ca=rat -Nig rimes far-nova = °FtBO it z 6i/et. OK $7 ir.ISt cft In d A-LL TN' a 12b. a L u6 Yz" t 4 '/c-'h. 'fir_ ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT# 5? °OS PROJECT F itv.),t LPnSSETL d3'Lb& A DATE SUBJECT FA. E• CN U A)1[S FLU - 1 SHEET OF BY 5 f'3.-6 SQPtbQ1 3C t�Yn L-� S6S PLY W = \5aa * 5SH 7 a1/ * 1.54' $ . �f.`}L t Fay, k"41 S'1'Q.J1 . CATsat- 4 �wA itoa rLF( -.R) = 9fgD USE poi v r..ti5120T La�J�QC�io� 1 Q Kira — 4C'(,j BEAI`LS R z L..s3 nL /1 5 L u. ) # - 150 2EQb C E1a z 2 ), g17 1,4 SGecw 1 Lo t /isc,. +) Z LA-6� stevAC @ 3 ' /,. 4 q 16*'o %4. (1"f) uSE L - 4 ,. ¢ 'tA4 aet•-sS @ 5"1 1 04E ('! - 65S PLe E&be 1bts7Ai.LcE' roller D157gwer Channel We ght Allowable Moment Material Thickness Standard Lengths Finishes Other Materials Lbs/Ft kg/m In -Lb Nom In mm 10' 20' PL GR NG PG SS EA P1000 ).'0... 28 ,' S118 570 `,Ja 2.7 2000 ik ili -- — m P1001 $(tTT 5.7 „;Lg3 9;' . 1630 7 Q5 2.7 • S M - • S • MI -, P1000 & P1001 CHANNELS FOR 1%" (41 MM) WIDTH SERIES CHANNEL P1000 Pierced channels are found on pages 60 and 61. P1001 BEAM LOAD* *Maximum allowable uniform load. Nominal thickness of 12 gage strip steel Is .105 inches. 2 Weight: 190 Lbs/C Ft (283 kg/100 m) r • Weight: 380 Lbs/C Ft (566 kg/100 m) 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 SPAN (In) 2 23.3 1 18.0 23 � CS r 3000 2500 P1000 P1001 2000 ik 1 I --o-- 1500 � 7 � .1SSW 1 000 500 0 Vial 1111������� ■ isai fl fl P1000 & P1001 CHANNELS FOR 1%" (41 MM) WIDTH SERIES CHANNEL P1000 Pierced channels are found on pages 60 and 61. P1001 BEAM LOAD* *Maximum allowable uniform load. Nominal thickness of 12 gage strip steel Is .105 inches. 2 Weight: 190 Lbs/C Ft (283 kg/100 m) r • Weight: 380 Lbs/C Ft (566 kg/100 m) 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 SPAN (In) 2 23.3 1 18.0 23 � CS r Channel g M'3'Y ' 'E's%Y (y' f C YS L } Pj�.qq f *vr r iL't { .4F q �. � S 1 ._` " _ y , r�+"eS+, P e P5001 1.716* 5.578* 1.794 6.10 P1004 A 1.673 4.079 1.978 6.70 P5501 1.153 2.811 1.453 4.94 P1001 C41 1.145 1.860 2.223 7.60 P5000 .628 - 1.099 .897 3.05 ? P1001 .572 .930 1.T12 3 80 P1101 .456 .741 .834 2.84 y P3001 .431 .593 1.007 3.40 P5500 .391 .523 .726 2.47 P2001 .379 .616 .681 2.32 P9200 .297 .278 .469 2 23 Channel L ta 8 O cv • .164 .384 2.05 P9000 P3301 .202 .177 .797 2.70 P1000 202 .185 .556 1.90 P1100 .166 .149 .417 1.42 P3000 .154 .121 .503 1.70 P4101 .141 .114 .574 1.94 P2000 .140 .124 .340 1.16 P4001 .125 .101 .478 1.64 P3300 .072 .037 .398 1.35 P4100 .053 .025 .287 .97 P4000 .048 .023 .239 .82 IELS & COMBINATIONS FOR 41 MM) WIDTH SERIES CHANNEL Channel P1000 P1100 P2000 P3000 P3300 P4000 P4100 P5000 P5500 Stain- less Steel Alum. CHANNEL SELECTION CHART • This reference chart reflects the available channels and hole patterns manufactured by Unistrut Corporation. • Stainless steel sections are also available on special order in "T, "SL" and "HS" hole pattem. • Metric equivalent for material thickness: 12 ga. (2.7 mm); 14 ga. (1.9 mm); and 16 ga. (1.5 mm). CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH Effective section properties. n a O 1 Not available in aluminum. 24 ; & P1001 CHANNELS FOR 1 (41 MM) WIDTH SERIES CHANNEL UNISIRUT BEAM LOADING DATA *Load limited by spot weld shear. Notes: 1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable 2. Long span beams should be supported in such a manner as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8. 4. See page 66 for lateral bracing load reduction charts. • NR = Not Recommended load the beam will support. load is concentrated at the V1000 & P1001 CHANNELS FOR 1W (41 MM) WIDTH SERIES CHANNEL UNISIRUT COLUMN LOADING DATA "10 >200 ELEMENTS OF SECTION Channel P1000 P1001 Areas of Section 1n cm 3.6 7.2 Axis 1 -1 In' cm' 7.7 38.7 r Axis 2.2 In' cm' In' cm' 9.8 0? 4.7 19.6 9.5 In' cm' In cm 1.5 2.3 I - Moment of Inertia S - Section Modulus r - Radius of Gyration 25 ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURALENGINEERS PROJECT# M -035 PROJECT I-P12WA•.j tc...17‘1:1C DATE SUBJECT SHEET OF BY T D( T. to 6869 WOODLAWN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 °K.3-11 c,1 a W r v < 1 I I 3 t ex15 t. i2)y 0 Ca Lt `lx11, "TIME 5(I?M4fl L L LM) W/ 'h" dft, K 0' -1" LA& SitzerIC S` -o" (STAC-�tfl ) ?loot) tRAcv IVatCr1T f 1 \SL. CAN[N . '6=! MR 4 MtE5) Otib tR 3'i4 cmT (19?- z eIACEQ A f111 K13 s W i'Llu rA 1 Nik w< y 12. 5 dF IDA NAILS Q: Z` -o' % s1nsza X1001 ailk1WAUE4T M�c�\ Ur I11 CS SECCleNi A S ECmNN e HI NG.ING MECR, L)MIT P1oNs i3RAc.> ore cnchhosunt tot rots ttwat.t EA: 041> LT4P• 4 ?the-ES) C51 L° J, 5" • 0.N 9 0° 0 s a b 2 1> .c 4 0 0 2 ENW PROJECT# SQ -031wo 5 SUBJECT ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522 -6698 ceN ISL,)Cl A P F DATE SHEET OF BY ,13 , ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # M PROJECT tA\ l CXN.CE"n-Nubc`jA SUBJECT SHEET OF By Vi DATE E W ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 Fax (206) 522 -6698 PROJECT# � or PROJECT f Q2 -Vol"( GCY Ve1t "(:;∎PGr A DATE SUBJECT SCISi. trt grt x11- 614TIZRU. t1EttW ) 0 0 7: WAIL poc tr 9' SECT! o.I $ SGkll:: WY I' t- trS 5' )( yy" X 1' -2° W /3- A. "c6 x 1 " tlkc� Stea34 a ° XvM:X Ii,Y,I w/ z-y4'4 x 3 IA6 SGZEwS At W/ MINI Toil PER51P-AND BEM 1 nct aDSt 10-rb 0. SLA{E 3 /1",..- SHEET OF BY -IT bctsi...jDHSS • WI • F1ltEC' a)I 1l111 W?ct ti7Y25 t - ( et'c- Z'n "t SIA6 42e E 1 \ ♦ ♦ ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # 6 Oo PROJECT SUBJECT MIST G tOthM A .lix6T 6869 WOODLAWN AVE. N. E., #205, S€AntE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 F+erts,aMt crt.Lfee- twG A GTt D►.6 G SLn -LEt I " IL o" FLEW m tM C_A*1)S MEIN". W/ SIMPbcr 1. Iiu4 DATE SHEET OF BY grr EN ♦ ♦ ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 22 6869 WOODLA WN AVE. N. E., #205, SEAJILE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT# $ "J PROJECT FAItt r41 LENTG'i? $L.Dt H DATE SUBJECT SHEET OF By f3A11Jvcl" Lott. TD SLR W/: ID seta-) ® I -t," '/G MADPF pura To clODF'tZ i; N1Aac SIEE?E� ..LIECOAC PS Can 1•o arNfL 4E W/ %z," LAG Sceew £EPD r MIrJ IKt[o SOPPca1 391-soul O ery_ bX1S"C 7 -N% ,b15"1. k MJAL vt 1:RboS!OF bEC D►.I y><b 17+:z bat SI NVeSe HMb HA. rD E N ♦ 1 ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AvE. N. E., #205, SEATTLE, WA 981 t5 (206) 525 -7560 FAx (206) 522 -6698 PROJECT # Ss(-0310os PROJECT I x-11 CwM/ ( e47c 9 -- 4. A DATE SUBJECT SHEET OF BY dT $ :2c6c it+14 St-tE 4xL, DP .t2 LA)/ SIMPsa41 HULK, S��f DN E S ( & L F Z44-" = a" A1[tJ Mali Ban Bi OlutZs 01ST. y •P5a4 NW& LA BraD cc wow. �' PERMIT COORD COP1S' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M06 -183 DATE: 08 -18 -06 PROJECT NAME: VASCULAR ACCESS CENTER SITE ADDRESS: 14220 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Divis on Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) o NI4 Ot2k Fire Prevention Structural Incomplete ❑ Permit Coordinator ❑ TUES/THURS ROUTI Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 1A Notation: REVIEWER'S INITIALS: DUE DATE: 08-22-06 Not Applicable L DATE: Planning Division DUE DATE: 09 -19-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MERITMI163CM Licensee Name MERIT MECHANICAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600517946 Ind. Ins. Account Id 46817500 Business Type CORPORATION Address 1 PO BOX 2109 Address 2 City REDMOND County KING State WA Zip 980732109 Phone 4258839224 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/14/1984 Expiration Date 6/1/2007 Suspend Date Separation Date Parent Company Previous License Next License AUTOMMC044QH Associated License Business Owner information Name Role Effective Date Expiration Date KIRKWOOD, RODERICK V PRESIDENT 02/14/1984 Bond Amount KIRKWOOD, JOAN M SECRETARY 02/27/2006 FRICKBERG, WILLIAM MICHAEL VICE PRESIDENT 02/27/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Look Up a Contractor, Electr^ian or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. tior https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MERITMI163CM 08/30/2006 AC ACU AFF APPROX ARCH AHJ BDO BFF BOD !HUH FM CIRC CO COND CONT COORD COTG CW DEG DIA DIM ON DWG EA ELEV, EL EAT EG ESP EWT EXIST EXH EXP F FC FCO FD FDC FLLA FPM 0 GA GAL GALV GPM GRD GWB HP HVAC HW HWC HWG HWR HWS ID IE IA IN KW LAT LWG LWT MAX MBH MCA MFG MIN MTG NC NIC NFPA NG NO NTS OA OAT OC OBD ORD OS&Y PA PH POC PSI RA RL RD REF READ RG RPM RPBP SA SO SHT SM SO SP SPD SPEC 1DH TOD 1P0 TSP TYP VD V VTR TB IV/ WC WIG 1wEN NOTE: DRAWINGS MAY NOT CONTAIN ALL A88RE IATKINS LISTED % • . ABBREVIATIONS AIR CONDITIONING AIR CONDITIONING UNIT ABOVE FINISHED FLOOR APPROXIMATE ARCHITECT AUTHORITY HAVING JURISDICTION BACKDRAFT DAMPER BELOW FINISHED FLOOR BOTTOM OF DUCT BRITISH THERMAL UNITS PER HOUR CEIUNG DIFFUSER CUBIC FEET PER MINUTE CIRCULATING CLEAN OUT CONDENSATE CONTINUATION COORDINATE CLEAN OUT TO GRADE COLD WATER DEGREE DIAMETER DIMENSION DOWN DRAWING EXISTING EACH, EXHAUST AIR ELEVATION ENTERING AIR TEMPERATURE EXHAUST GRILLE EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING EXHAUST EXPANSION FAHRENHEIT FORWARD CURVED FLOOR CLEANOUT FIRE DAMPER, FLOOR DRAIN FIRE DEPARTMENT CONNECTION FULL LOAD AMPS FEET PER MINUTE FOOT, FEET NATURAL GAS GAUGE GALLONS GALVANIZED GALLONS PER HOUR GRILLES. REGISTERS, AND DIFFUSERS GYPSUM WALL BOARD HORSEPOWER HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATION HIGH WALL GRILLE HOT WATER RETURN HOT WATER SUPPLY INDIRECT DRAIN, INSIDE DIAMETER INVERT ELEVATION INDUCED AIR INCH KILOWATT. (1000 WATTS) LEAVING AIR TEMPERATURE Low WALL GRILLE LEAVING WATER TEMPERATURE MAXIMUM 1000 BTU PER HOUR MINIMUM CIRCUIT AMPS MANUFACTURER MINIMUM MOUNTING NORMALLY CLOSED NOT IN CONTRACT NATIONAL FIRE PROTECTION ASSOCATION NATURAL GAS NORMALLY OPEN NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE ON CENTER OPPOSED BLADE DAMPER OVERFLOW ROOF DRAIN OUTSIDE STEM AND YOLK PRIMARY AIR PHASE POINT OF CONNECTION POUNDS PER SQUARE INCH RETURN AIR RAIN LEADER ROOF DRAIN REFERENCE REQUIRED RETURN GRILLE REVOLUTIONS PER MINUTE REDUCED PRESSURE BACKFLOW PREVEN1ER REFRIGERANT SUCTION/REFRIGERANT UQUID SUPPLY AIR STORM DRAIN SHEET SHEET METAL SAD OPENING STATIC PRESSURE STATIC PRESSURE DROP SPECFICATIONS TOTAL DYNAMIC HEAD TOP OF DUCT TOTAL PRESSURE DROP TOTAL STATIC PRESSURE TYPICAL VOLT. VENT VOLUME DAMPER VENT THRU ROOF WASTE SET BULB 10MPERAIURE NTH TIMER CLOSET WALL CLEAN OUT WATER GAUGE WALL HYDRANT ---- 1 .1- D!1 N -- --- - -- ----- HWC - - - -- W __ - AW --- - CWS - - CiR - - HWS - - HWR- - MWS - - MWR--- - RM. - OIL - LPs -- ..__ MPS - HPs t P te t1 RS RL - -- FOS - - FOR _ C - 55 -- -F- A P 4 a O FD FS CW HW HWC W V VTR AW AV CWS CWR HWS HWR MWS MWR RWL ORL IPS MPS HPS RS RL FOS FOR C G SS F 1W A DESCRIPTION ALIGNMENT GUIDE ANCHOR PIPE ELBOW DOWN PIPE ELBOW UP FLANGE FLEX CONNECTION TEE OUTLET UP TEE OUTLET DOWN AIR VENT AAV AUTOMATIC AIR VENT BALANCING VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE FCO CLEAN OUT - FLOOR I WCO CLEAN OUT - WALL GATE VALVE GLOBE VALVE HB OR WH HOSE BIBB OR WALL HYDRANT INDIRECT DRAIN INSTRUMENT TEST CONNECTION MODULATING VALVE PETE'S PLUG (TEST CONNECTION) PLUG VALVE PRESSURE GAGE PUMP (DIRECTION SHOWN BY ARROW) PRESSURE REDUCNG VALVE PRESSURE REUEF VALVE SITE GLASS SOLENOID VALVE THERMOMETER THREE WAY VALVE TWO WAY VALVE UNION VENTURI FLOW VALVE WYE STRAINER WITH VALVE WYE STRAINER -p 1 Rpm, REDUCED PRESSURE BACKFLOW PREVENTER DCVA DOUBLE CHECK VALVE ASSEMBLY DOCVA DOUBLE DETECTOR CHECK VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER WITH FUNNEL DRAIN FLOOR DRAIN FLOOR SINK COLD WATER HOT WATER HOT WATER CIRCULATION WASTE VENT VENT THROUGH ROOF ACID WASTE ACID VENT CHILLED WATER SUPPLY CHIIED WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN MIXED WATER SUPPLY MIXED WATER RETURN RAINWATER LEADER OVERFLOW RAINWATER LEADER LOW PRESSURE STEAM (0-25 PSIG) MED. PRESSURE STEAM (26 -60 PSIG) HIGH PRESSURE STEAM (61 -125 PSIG) REFRIGERANT SUCTION REFRIGERANT WIRD FUEL OIL SUPPLY FUEL OIL RETURN CONDENSATE DRAIN NATURAL GAS SAMTARY SEWER FIRE PROTECTION WATER TEMPERED WATER COMPRESSED AIR PIPE SIZE REDUCTION PPE SLOPE DOYEN THIS DIRECTION PPE CAP PROPMwE GAS • LEGEND <6-> I ) 0 f f t 1SX OR XX 0 X/Y =MIL I� I -- UPI 1 %% DIFFUSER OR GRILLE TYPE CFM AMOUNT (CUBIC FEET PER MINUTE) DIRECTION OF FLOW EQUIPMENT ITEM XX UNE, ARCHITECTURAL BACKGROUND UGHT UNE, EXISTING POC POINT OF CONNECTION HEAVY UNES. NEW WORK ROUND DUCT DIAMETER X PLAN OR HORIZONTAL DIMENSION Y ELEVATION OR VERTICAL DIMENSION f f f AB88 O N UP FLEX FLEXIBLE DUCT RA/EA RETURN AIR DUCT RG RETURN AIR GRILLE SA SUPPLY AIR OUTLET, SIDEWALL SUPPLY AIR DUCT RA/EA RETURN AIR OR EXHAUST AIR DUCT SD SUPPLY GRILLE OR DIFFUSER OPEN AREA INDICATED ACTIVE ELEMENTS (4 WAY IF HATCH IS NOT SHOWN) SA • gaup Ior ' DESCRIPTION DETAIL OR SECTION CALLOUT SHEET WHERE SECTION OR DETAIL SHOWN DIRECTION OF CUTTING PLANE SECTION CUT UNE EXISTING WORK TO BE REMOVED BREAK IN PIPE OR DUCTWORK FLAG NOTE REVISION NOTE AREA CLOUDED CONTAINS CHANGES TO DRAWINGS SUBSEQUENT TO PREVIOUS ISSUE DESCRIPTION DUCT OFFSET DOWN IN FLOW DIRECTION DUCT OFFSET UP IN FLOW DIRECTION DUCT WITHOUT SOUNDUNING SINGLE UNE DUCT W/ INTERNAL UNING DUCT WITH INTERNAL UNING ACOUSTICAL UNING FLEXIBLE CONNECTION UNEAR DIFFUSER EA EXHAUST AIR DUCT EG EXHAUST AIR GRILLE TRANSITION - RECTANGULAR TO ROUND RECTANGULAR ELBOW WITH TURNING VANES 90' (R/D OR R/W =1.5) 90' EU30W TAKE -OFF WITH 45' TAPER 90' CONICAL TAKE -OFF CARBON DIOXIDE SENSOR STITCH THERMOSTAT TO EQUIPMENT LOCATION SENSOR HUMIDISTAT DUCT SMOKE DETECTOR BOD BACK DRAFT DAMPER FD FIRE DAMPER. WALL OR COLNG FSD FIRE AND SMOKE DAMPER VD VOLUME DAMPER MOO MOTOR OPERAIED DAMPER CLEARANCE REQUIREMENT FLIER SOUND TRAP Pte c`a:rs shalt be made to the scope c r. crtc without prior approval of Tukwila Building Division. NOTE: Revisions � new plan subinktal and Plan review fees. DRAWING INDEX M0.1 LEGEND, ABBREVIATIONS, GENERAL NOTES MO.2 SCHEDULES MI.1 PLUMBING / PIPING DEMOLITION PLAN M1.2 HVAC DEMOUTION PLAN M2.0 FOUNDATION PLAN M2.1 PLUMBING/PIPING PLAN M2.2 HVAC PLAN M2.3 FIRE SPRINKLER PLAN M2.4 ROOF MECHANICAL PLAN M2.5 PARTIAL ROOF MECHANICAL PLAN M3.0 DIAGRAMS M4.0 DETAILS AND DRAWING INDEX MI OOPM knit No. AtakiS, = 1: f approval b erect 10 sn� afld lrltrlbEN, won doctxnents do e s fl O ralab the violation of any eccc -:�J •.. ptl6tt Of IDp d - �Ioi b adsisitibdows By RIE4�:ED FOR A CODE COMPLIANCE nn l ei = 17 AUG 2 0 2006 r - it cpEl ; o f T U.. , ryilq BUILDING DIVISION GENERAL NOTES BUILDING DIVISION SEPARATE PERM REQUIRED FOR! 0 Mediates! Gus Plping Oty of TWavila BUILDING DIVISION 1• THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON THE DRAWINGS. INCLUDING PLANS, DIAGRAMS, DETAILS, ETC., AND ALL WORK AS IDENTIFIED IN THE SPECIFICATIONS. WORK INCLUDES FURNISHING, INSTAWNG SYSTEM, INTEGRATION, TESTING. TRAINING AND WARRANTY OF THE MECHANICAL SYSTEMS AS SHOWN AND SPECIFIED. PROVIDE A COMPLETE AND OPERABLE MECHANICAL SYSTEM COMPU=TE WITH ALL MECHANICAL WORK AS REQUIRED FOR SYSTEM OPERATION. 2. THE DESIGN OF MECHANICAL SYSTEMS HAS BEEN BASED UPON THE EQUIPMENT AS MANUFACTURED BY THE MANUFACTURERS USTED ON THE EQUIPMENT SCHEDULE. EQUIPMENT NAMED IN THE SPECIFICATIONS MAY BE SUBSTITUTED PROVIDED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL SCHEDULED AND SPECIFIED CRITERIA, AND HAS THE WRITTEN APPROVAL OF THE ENGINEER. COORDINATE THE INSTALLATION WITH ALL TRADES AND GUARANTEE IN WRITING THAT NO ADOITIONAL COST WILL BE INCURRED DUE TO PRODUCT SUBSTITUTION. 3. 4. 5. 11. 12. 13. 14. 17. BUILDING CODE: CONTRACTOR SHAD_ HELD VERIFY ALL BUILDING AND SITE DIMENSIONS BEFORE BEGINNING CONSTRUCTION OR ORDERING EQUIPMENT. DO NOT SCALE FROM PLANS. DIMENSIONS SHOWN FOR DUCTWORK WI1H INTERNAL UNING SHALL BE NET FREE DIMENSION WITH UNING INSTALLED. SOUND UNING SHALL BE 1' THICK UNLESS OTHERWISE NOTED. PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING SYSTEMS SHALL BE SEALED WEAIHERTIGHT. PENETRATIONS THROUGH INTERIOR WALLS OR COUNG SHALL BE SEALED SUBSTANTIALLY AIRTIGHT. PENETRATIONS THROUGH BELOW GRADE WALLS OR SLABS SHALL BE SLEEVED AND SEALED WATERTIGHT. 6. FLEXIBLE DUCTWORK SHALL BE PERMITTED ONLY AT LOCATIONS INDICATED BY THE CONTRACT DOCUMENTS. MAXIMUM LENGTH OF FLEXIBLE DUCTWORK SHALL NOT EXCEED SIX FEET. 7. COORDINATE REQUIRED ELECTRICAL POWER, CONTROL POWER AND INTERFACE CONNECTIONS WITH THE ELECTRICAL CONTRACTOR. PROVIDE REQUIRED EQUIPMENT GUARDS AS RECOMMENDED BY EQUIPMENT MANUFACTURERS TO 8. ASSURE SAFE OPERATION. COORDINATE PRIOR TO INSTALLATION. PROVIDE FLOOR, WALL OR CEILING ACCESS PANELS AS REQUIRED TO MANTAIN EQUIPMENT, ACCESS 9. VALVES AND DAMPER OPERATORS. COORDINATE FIRE RATING WITH TIME ARCIIIIECTURAL DOCUMENTS. COORDINATE LOCATION OF THERMOSTATS AND ALL WALL MOUNTED EQUIPMENT, IMTH THE ARCHITECT. 10. LOCATIONS AS SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. LOCATE THERMOSTATS 4' -0' AFF. UNLESS NOTED OTHERWISE. PROVIDE UNIT SUPPORT PER MANUFACTURERS RECOMMENDATIONS. BUILDING AND STRUCTURE IS DESIGNED TO SUPPORT EQUIPMENT. BUT NOT DETAILED TO ACCOMMODATE EACH AVAILABLE EQUIPMENT CONFIGURATION OR MANUFACTURER. CONTRACTOR SHALL PROVIDE MATERIALS AND SERVICES INCLUDING BUT NOT UNITED TO, ADDITIONAL STEEL. SUPPORT BRACKETS. HANGERS, ACCESSORIES AND STRUCTURAL ENGINEERING AS REQUIRED TO SUPPORT EQUIPMENT. MAINTAIN 10' -0' CLEARANCE BETWEEN OUTSIDE AIR INTAKE AND EXHAUST OUTLET. PROVIDE FRAMING, CUTTING, BLOCKING AND PATCHING AS REQUIRED. PROVIDE MINIMUM OUTSIDE AIR PER WASHINGTON ADMINISTRATIVE CODE REQUIREMENTS. SHUT OFF FOR SMOKE CONTROL PROVIDE SMOKE DETECTORS FOR AUTOMATIC FAN SHUT DOWN IN 15. AIR HANDUNG UNITS (MIU) IN ACCORDANCE YAM THE INTERNATIONAL MECHANICAL CODE (EMC) SECTION 606. PROVIDE BALANCING AND COMMISSIONING OF THE MECHANICAL SYSTEMS PER WASHINGTON STATE ENERGY CODE SECTION 1416. COMMISSIONING ACTIVITIES SHALL INCLUDE FUNCTIONAL PERFORMANCE 16. TESTING. MECHANICAL SYSTEM INSTALLATION SHALL BE CONSIDERED 'SUBSTANTIALLY COMPLETE.' UPON THE COMMISSION AUTHORITY'S ACCEPTANCE OF THE FUNCTIONAL PERFORMANCE TESTS. ELECTRICAL CODE: MECHANICAL COOS: PLUMBING OOOE: FIRE CODE: • APPLICABLE CODES 2003 INTERNATIONAL BUILDING CODE 2004 WASHINGTON STATE ENERGY COOE 2003 WASHINGTON STATE VENTIIiATION AND INDOOR AIR GUAM CODE 2002 NATIONAL ELECTRIC CODE 2003 INTERNATIONAL MECHANICAL CODE 2003 UNIFORM PLUMBING CODE 2003 INTERNATIONAL FIRE COOS • FAIRWAY CENTER BUILDING "A" MDp 40 Marvin Ste sociates, LLc planning v design 2221 Fifth Avenue. Seattle. Washington 98121 (206} 441 -1449 DRAWN BY: CHECKED BY: WJS REVISIONS/ISSUANCE: NO. REVISIONS INDICATED THUS TENANT: 1 1220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 THE ORBENBUSCH GROUP. INC SHEET TITRE 11EPRODUC1IOi( ALTERATION OR PUBICA11ON CFRIS OIRAINE IC, ■ CUT MIES MUSSON BY 1MSIA, IS A VIOLATION OF MOW COMMIT LA»L COPYRIGHT BY ))) noun NW • ieoiwega 1w. 1 EXPIRES: s /0s /2oo6 1 M 0.1 JOB NO.: 06038.000 DAZE: 06/19/06 PERMIT SET SCALE: AS N01ED DAZE VASCULAR ACCESS CENTER CI1Y �}� A.; 18 PE MiTr LATER LEGEND ABBREVIATIONS GENERAL NOTES & DRAWING INDEX OF 12 . 2004 WSEC COMPLIANCE MARK CONTRACTOR SHALL FURNISH MECHANICAL SYSTEM N ACCORDANCE MATH 1HE MECHANICAL REQUIREMENTS SET FORTH IN THE WASHINOTON STATE NONRESIOEN1IAL ENERGY CODE. REQUIREMENTS INCLUDE BUT ARE NOT U1ITED TO. 1�t APPLICASIUTY ICODE W IC iioN 1COMPCNENT i DESCRIPTION DIMENSIONS LOCATION EQTS MODE(. A. 1411 EQUIPMENT PERFORMANCE FLUID COOUNO TOTAL MBH - MC 1411.4 PACKAGED ELECTRIC HEMNG 8 COOUNG FLUID HEAT PUMP SCHEDULE 24 X 24 IC B. 1412 HVAC 1411.1 MINIMUM EFFICIENCY COMBUSIWN HEAi1NG BOILER EQUIPMENT ' CAPA I1Y EFFICIENCY NTERMITiENT IGNITION, FLUE 1 ' DAMPER & JACKET LOSS ' M0.02 DOSING 1411.1 CONTROLS CFM OSA IC 1412.1 TEMPERA1URE ZONES AFUE AS SHOWN ON PLANS 180 M4.01 RECEPDON PRE ' ' T CONE OFFICE 1412.2 DEADBAD CONTROL 32.8 5 DEGREE F DEADBAND MINIMUM 4 000 1 600 15900 NIC _ 1412.3 HUMIDITY CONTROL 49 HUMMISTAT 17.3 - IC 1412.4 AUTOMATIC SEiBACC SD-5 THERMOSTAT 111H NIGHT SE1BACK & 7 DIFFERENT DAY TYPES 0.056 15901 lc 1412.4.1 DAMPERS MO DAMPER LOCATION AND AUTOMATIC CONTROLS A MAXIMUM LEAKAGE _ 15902 IC 1412.4.2 OPTIMUM START 8 X 8 OPIMAUR START CONTROLS BASIS REIMARiCS 1. IDiRECT 2. GPH RAZE 3. FURNISHED 15902 - NEC 412.5 HEAT PUMP CONTROL X MICROPROCESSOR ON THERMOSTAT SCHEDULE 1C 1412.8 COMBUSTION HEATING 1 YODULATWO OR STAGED CONTROL X 15902 IC _ 1412.7 BALANCING Q0 BALANCING FEATURES ON PUNS 6 X 8 M4.01 iC 1422 THERMOSTAT IN1ERLOCK RG-2 1HERMOSTAT NIERL0 K ON PLANS -0.044 M4.01 IC _ 1423 ECONOMIZERS Q C J ac EQUIPMENT SCHEDULE 1, 2 1, 2 M0.02 C. 1413 AIR ECONOMIZERS -0.044 - IC 1413.1 NR ECONOMIZER OPERATION 10 100% CAPABILITY ON SCHEDULE 361- 600 M0.02 MC - ThiC 1413.1 WATER ECONOMIZER OPERATION 12 X 12 100X CAPACITY AT 45 DEGREES F DB & 40 DEGREES F WB CLG - 1, 2 14132 WATER ECONOMIZER DOCUMENTATION COOUNG LOAD & WATER ECONOMIZER & COOUNG TOMAR PERFORMANCE -0.044 - IC 14133 NIEGRATEO OPERATION CAPABILITY FOR PARBAL COOUNO 15902 NIC 1413.4 HUMIDIFICATION RG-6 DIRECT EVAPORATIVE OR FOG ATOMIZATION WITH AIR ECONOMIZER -a044 - D. 1414 DUCTING SYSTEMS EQUIPMENT SELECTION REMARKS: 1. PROVIDE 2. PROVIDE 3. PROVIDE 4. PROVIDE 5. PROVIDE 8. PROVIDE 7. PROVIDE 8. DOSING 9. PROVIDE 10. PROVIDE 11. REUSE DOSING 16 Q.G IC 1414.1 DUCT SEAUNG 1, 2 DUCT SEALANT 0- 100 15680 IC 1414.2 DUCT INSULATION 6 X 6 R -VALUE OF NSULA110N OF DUCT 6 15200 IC 1415.1 PIPING INSULATION 1, 2 R -VALUE OF INSULATION OF PIPING 101 •200 15200 E. 1415 Primo SYSTEMS 8 x 8 8 X 8 IC I 141&1 INSUM110N F. 1416 COMPLEiION REQUIREMENTS PPIPING INSULATION 1 15880 IC IC 1416.1&2 1418.3. DRAWINGS & MANUALS AiR BALANCING REQURELENT FOR RECORD DRAWINGS & OPERAUON DOCUMENTS AR SYSTEM BALANCE REQUIREMENTS 15020 15990 IC 1416.3.3 HYDRONIC BALANCING EO-1 HYDRONIC SYS1EM BALANCE REQUIRDENTS 0.066 M0.2 IC 1416.4 COMMISSIONING SUPPORT ac REQUIREMENTS FOR COMMISSONNG SUPPORT - 1. 2 M0.2 IC - 1424 _SEPARATE AIR SYSTEM X 24 SEPARATE SYSTEM ON PLANS M4.01 SYSTEM TYPE A. 1430 COMPLEX SYS1EM IC IC MC 1432 1433 1434 CONTROLS ECONOMIZERS SEPARATE AIR DISTRIBUTION SYSTEMS 10 X 10 SETBACK & SHUT -OFF AIR ECONOMIZER ON SCHEDULE SPECIAL PROCESS COOLING ac 15900 M0.02 - NIC 1435 SiMULTANEOUS HEATING AND 000(NG 0.047 SIMULTANEOUS OPERATION 24 X 24 - NIC 1436 HEAT RECOVERY 1. 2 SCHEDULE TO REUTILIZE RECOVERED EXHAUSiEO AiR o-100 - IC 1437 ELECTRIC MOTOR EFFICIENCY 6 MOTOR PERFORMANCE 80 15900 IC 1438 VARIABLE FLOW SYSTEMS QD VARIABLE SPEED MOTOR CONTROLS 8 X 8 M0.2 NIC 1439 EXHAUST HOODS KITCHEN HOOD UI1UZAIION - SERVICE WATER HEA1DNG NIC 1441 ELECTRIC WATER HEATER 1G-1 R -10 INSULATION LINGER TANK 24 X 24 - NIC 1442 SHUT -OFF CONTROLS I 0..G _ AUTOMATIC SHUT -OFF 1, 2 EXISTING IC 1443 PIPE INSULATION R -VALUE OF INSULATION ON PIPING 15200 IC • INCLUDED IN CONTRACT NIC • NOT INCLUDED IN CONTRACT NOTE: ROOFTOP GAS ELECTRIC UNIT R1U SCHEDULE MARK DESCRIPTION 1�t HEATING WATER SUPPLY DESIGN CONDITIONS DIMENSIONS MODEL BASIS OF DESIGN: CARRIER MODE(. as FLUID COOUNO TOTAL MBH COOLING SENSIBLE MBH HEATNO TOTAL MBH FLUID AIRFLOW ESP 24 X 24 FURNACE SECTION 6 ELECTRICAL BOILER VOLTS PHASE 460 ' EER (SEER) 10.00 MA:IGHT OPER. LBS. REMARKS CFM OSA FM BELT BELT MBH N 180 MBH OUT AFUE MCA 180 MOCP RECEPDON PRE ' ' T CONE OFFICE 120.0 53.4 38.7 32.8 480&012 48711005 4 000 1 600 0.60 0.60 500 320 80 49 80X 17.3 10 20 700 1, 2 SD-5 0-100 0.056 QO 6 X 6 6 x 6 6 MO , _ SO-6 101-200 0.066 Qo 8 X 8 8 X 8 BASIS REIMARiCS 1. IDiRECT 2. GPH RAZE 3. FURNISHED DES1G t SUPERSTO& ULTRA SERIES FED DOMESTIC HOT WRIER HEALER W/ DOUBLE WALL HEAT EXCHANGER, SUITABLE FOR POTABLE WATER USE. OF RECOVERY BASED ON DOE ZEST METHOD: 90 F RISE 50/140 W/BOILER AT 200 F N/I80 F OUT BY OMER. INSTALLED BY CONTRACTOR. SMCD 1, 2 2 X 3, 4 EF-2 UOWAJST FM 1 120 1 - X - RG-1 0 -100 -0044 Q0 24 X 24 6 X 8 6 CLG 80 1. 2 RG-2 1OI -200 -0.044 Qo 24 X 24 8 X 8 8 Q C J ac 80 80 1, 2 1, 2 RC-3 201 -350 -0.044 20 24 X 24 10 X 10 10 RG-4 361- 600 -0.044 23 24 X 24 12 X 12 12 CLG 80 1, 2 RG-5 601- 800 -0.044 QO 24 X 24 14 X 14 14 CLOG 80 1, 2 RG-6 801 -1100 -a044 QO 24 X 24 EQUIPMENT SELECTION REMARKS: 1. PROVIDE 2. PROVIDE 3. PROVIDE 4. PROVIDE 5. PROVIDE 8. PROVIDE 7. PROVIDE 8. DOSING 9. PROVIDE 10. PROVIDE 11. REUSE DOSING 16 Q.G 60 1, 2 RG-7 0- 100 -0.044 Q0 6 X 6 6 X 6 6 ^ QC 80 1, 2 RG-8 101 •200 -0.044 Qo 8 x 8 8 X 8 CONDITIONS: 85 F OU1000R AIR 80 F ENIERNG DRYBULB. 67 F ENiERiN0 WEIBIAB MATURE WITH ROOF CURB. FACTORY ECONOMIZER WITH 100X POSER EXHAUST. WITH 30X RIMIER. NTH DUCT SMOKE DETECTOR. W1H FACTORY ALTERNATE BELT DRIVE INDOOR FAN MOTOR (IFM) AND DRIVE. NTH 120V COMMENCE QUILET. NTH SINGLE POINT ELECTRICAL CONNECBON. TO REMAIN. ADD -ON FIELD ECONIMIZER WITH POSER EXHAUST. HONEY%ELL T -7350 PROGRAMMABLE THERMOSTAT (211, 2C) N0 CONTROLS. C G 80 DOMESTIC HOT WATER HEATER SCHEDULE MARK DESCRIPTION BASIS FOR DESIGN HEATING WATER SUPPLY DOMESTIC HOT WATER OONNEC11ONS DIMENSIONS UM REMARKS MODE(. as FLUID GPM SD-1 �5g FLUID GPH 24 X 24 6 X 6 6 OOYES11C BOILER H N g Al NPT OUT NPT N NPT OUT NPT 1WI1 -1 SHELL NI: HHEI DC COIL SSU -45 45 WATER 7.4 180 0.108 WAiER 292.0 50.0 _ 115.0 Q.c 0.75 015 1.00 1.00 525 19.25 84 1,2.3 10 CLC SMICD 1, 2 SD-5 0-100 0.056 QO 6 X 6 6 x 6 6 MO , _ SO-6 101-200 0.066 Qo 8 X 8 8 X 8 BASIS REIMARiCS 1. IDiRECT 2. GPH RAZE 3. FURNISHED DES1G t SUPERSTO& ULTRA SERIES FED DOMESTIC HOT WRIER HEALER W/ DOUBLE WALL HEAT EXCHANGER, SUITABLE FOR POTABLE WATER USE. OF RECOVERY BASED ON DOE ZEST METHOD: 90 F RISE 50/140 W/BOILER AT 200 F N/I80 F OUT BY OMER. INSTALLED BY CONTRACTOR. AIR OUTLET SCHEDULE TAG BASIS OF DESIGN: 1EMTROL - OOENSONS BRANCH TYPE I MOOEi_ REMARKS UM SP HNC FRAME W X L, N NECK XL, N DUCT It DIA SD-1 0-100 0.056 420 24 X 24 6 X 6 6 CLG S K 1, 2 SD--2 101 -200 0.066 40 ^ 24 X 24 8 X 8 8 MG Ma) 1, 2 SD-3 201 -300 0.108 22 24 X 24 10 X 10 10 Q.c SMCD 1, 2 SD-4 301 -350 0.106 22 24 X 24 12 X 12 10 CLC SMICD 1, 2 SD-5 0-100 0.056 QO 6 X 6 6 x 6 6 MO S ACO 1. 2 SO-6 101-200 0.066 Qo 8 X 8 8 X 8 8 ac SMCD 1, 2 2 X 3, 4 EF-2 UOWAJST FM 1 120 1 - X - RG-1 0 -100 -0044 Q0 24 X 24 6 X 8 6 CLG 80 1. 2 RG-2 1OI -200 -0.044 Qo 24 X 24 8 X 8 8 Q C J ac 80 80 1, 2 1, 2 RC-3 201 -350 -0.044 20 24 X 24 10 X 10 10 RG-4 361- 600 -0.044 23 24 X 24 12 X 12 12 CLG 80 1, 2 RG-5 601- 800 -0.044 QO 24 X 24 14 X 14 14 CLOG 80 1, 2 RG-6 801 -1100 -a044 QO 24 X 24 16 X 16 16 Q.G 60 1, 2 RG-7 0- 100 -0.044 Q0 6 X 6 6 X 6 6 ^ QC 80 1, 2 RG-8 101 •200 -0.044 Qo 8 x 8 8 X 8 8 C G 80 1 2 EO-1 o-100 0.066 420 24 X 24 6 X 6 6 ac 80 1. 2 u' , '. ...I X 24 . ? • , - •' -450 1 ' • #,, 24 X 24 10 X 10 10 ac . i 1. EG-4 401 -650 0.047 Q0 24 X 24 12 X 12 12 Q.G 80 1. 2 EC-5 o-100 0.066 Qo 6 X 6 6 X 6 6 0. C 80 1, 2 EG-6 10I •200 0.047 QD $ X 8 8 X 8 8 GB 80 1, 2 • 1G-1 o-100 ' 0.066 ' 24 X 24 8 X 8 8 0..G _ SMtCO 1, 2 • 7 '. . 1. BAA9S OF CES1GNt ME 2. MCKIE W/ S1fET REM PLENUM CHAMBER, SEE OETANL FAN COIL UNIT SCHEDULE FILTER BANK TAO BASIS OF DESIGN: 1EMTROL MARK AREA SERVED MODEL AIRFLOW DX COOLING HW HEATING ELECT RICAL igg! REMARKS INSTALLED BY 1SP as ESP 0.94 1E01 MBHH EAT LAT APO MBH GPM APD MPD EWE LWT EAT LAT 2.000 VOLTS/ PHASE TOT SENS OB IM 08 TB IN WG TOT TOT N WO FT HD X a$ 4. RAND -1 FCU -1 EXAM/FOLLOW -UP FC 47 28 65 60 52.1 51.7 0.77 74 7.4 0.11 3.6 48013_ 1.2.3.4 X - x - 1 - EF-1 DGIAUST FAN i 120 1 FARR X 16 X 2 X 3, 4 EF-2 UOWAJST FM 1 120 1 - X - X 1 X 31, 4 HEAT TRACE PRA' MEAT TRACE 1 120 1 X X X 3 P -1 IHRU P -4 PUMPS eet X REMARKS: 1. PROVIDE N1H SINGLE PONT POWER SUPPLY. 2. PROVIDE N1H HARD SHUT-OFF THERMAL EXPANSION VALVE. 3. PROVIDE YAGNOREUC GAGE ACROSS FILTERS 0-2 IN WG 4. FURNISHED BY OMIIER. INSTALLED BY CONTRACTOR. MECHANICAL J E LECiRICAL DEVICE COORDINATION FILTER BANK TAO ITEM DESCRPIION POSER . " BASIS OF DESIGN PRE- FLIERS REtrMARKS 1 VOLTS PH PROMMOED BY INSTALLED BY - MNNNED BY MERV 1E01 OEC TENCH ELEC ME+CHI ELEC PRESS DROP IN WO CU -1 CONDENSING UNIT 120 1 F -1 X 2.000 X FARR X 1 RU -1 FAN COL NWT 460 3 X , 2 X 25 X 14 1,2 RAND -1 ROOF TOP NWT 460 3 1, 2 X FARR X 20 X 1 R1U-2 ROOF KP LINT . 460 3 X - X - x - 1 - EF-1 DGIAUST FAN i 120 1 FARR X 16 X 2 X 3, 4 EF-2 UOWAJST FM 1 120 1 - X - X 1 X 31, 4 HEAT TRACE PRA' MEAT TRACE 1 120 1 X X X 3 P -1 IHRU P -4 PUMPS eet X REMARKS: - 1. PREMIERS SHALL BE PLEAiED PAPER DISPOSABLE 2. FINAL FILTER SHALL BE CARTRIDGE STYLE DISPOSABLE X [X X X 3 YD MOTORIZED DAMPERS X 00C 1D1 ERATU RE CONTROLS X 5 DOC IDIPE'RAiURE CaNiROLS X X • REMARKS 1. FUSED DISCONNECT SiHITCH 2. MOTOR STARTER 1 DISCONNECT SUCH & 120/24V OCN1ROL W.AHISFONMEZ 44 11JIiIQ Mg NT40a( hi ., .■■••• ittli FILTER SCHEDULE FILTER BANK TAO UNIT TAG - AIRFLOW CFM VELOCITY FPM BASIS OF DESIGN PRE- FLIERS FINAL FLIERS 1 REMARKS QTY MOTH 1N HEIGHT IN OEP1H N MERV _ PRESS DROP. N WG QIY WDIH HEIGHT ' DEPTH MERV PRESS DROP IN WO IIUAL FINAL. 1181UL FINAL F -1 FCU -1 2.000 360 FARR 2 18 25 2 8 0.14 0.4 , 2 16 25 12 14 0.13 0.5 1, 2 F -2 RTU -1 1, 2 110-3 FARR 4 20 20 2 8 0.14 0.4 - - - - - - - - 1 F -3 RJU-2 1,600 578 FARR 1 16 25 2 8 0.14 0.4 - - - - - - - 1 REMARKS: - 1. PREMIERS SHALL BE PLEAiED PAPER DISPOSABLE 2. FINAL FILTER SHALL BE CARTRIDGE STYLE DISPOSABLE MOTORIZED DAMPER SCHEDULE TAG AREA SERVED DAMPER DATA ACIUATCR DMA REMARKS DUCT TYPE QTY 1NDTH N HEIGHT N DEPTH N BODE G1Y WATTS VOLTS PHASE STYLE POSITION ACUHON II1-1 RV-I OA 1 12 24 5 3V HORIZONTAL OPPOSED 1 7 120 1 1, 2 I0-2 RV-2 EA 1 12 36 5 3V HORIZONTAL OPP06ED 1 7 120 1 1, 2 110-3 FCC-1 RA 1 18 16 5 3V HORIZONTAL OPPOSED 1 7 120 1 1, 2 , NOTE: DYNAMIC INSERTION LOSS BASED ON FACE VELOCITY OF -2000 FPM REMARK 1_ PROVIDE MATH ROOF CURB. 2. PROVIDE WTH B/l CKORAFT DAMPER. 3: ENERGIZE WITH FCU -1 INDOOR FAN. 4. ENERGIZE WITH R1U -2 INDOOR FAX NOTE& A. CAMPER SIZES ARE NOMINAL NAL FELD WHIM EXACT OIMEN90NS. 8. BASS OF D :9GN: DAMPERS: GREDIHECK VCO -23 WOES U MESS 01HIERMASE NNOiTD o. BASS OF DESMGIt ACTUATORS: 8EU110 1_ FURNISH UM OAiPER ACTUATOR (11ODt*ATING) 2. MOUNT ACA ATOR EXTFANA. TO ARSiREAM EXHAUST FAN SCHEDULE MARK LOCATION CFM SP SORES CAMPER W X D. IN ROOF W X R IN ELECiRICAL ME1GHT LBS REMARKS HP VOLTS PHASE EF-1 PRE/POST 590 0.50 4.90 12 X 12 14 X 14 1/4 120 1 75 12.3 EF -2 COW /OFFICES 815 0.50 8.90 12 X 12 14 X 14 1/4 120 1 75 1.2.4 12 1 P -3 FCU-1 HEAT 7.4 28 0013 3250 - - 1 115 1 12 _ 1 P -4 ,OOYESiIC WAiER RE -CIRC. 5.0 8 006 3250 - - 1 40 115 1 12 1, 2 NOTES: 1. CLOSE COUPLED. N-UNE CIRCULATOR 2. PROVIDE V A1H PRE -MIRED TIMER AND CORD. NOTE: DYNAMIC INSERTION LOSS BASED ON FACE VELOCITY OF -2000 FPM REMARK 1_ PROVIDE MATH ROOF CURB. 2. PROVIDE WTH B/l CKORAFT DAMPER. 3: ENERGIZE WITH FCU -1 INDOOR FAN. 4. ENERGIZE WITH R1U -2 INDOOR FAX PUMP SCHEDULE MARK • AREA SERVED THROAT AREA, SF BASIS OF DESIGN: TACO REMARKS lg PO FT HD MODEL RPM EFF ELECTRICAL WIGHT DRY - - NOL HP - VOLTS/ PHASE P -1 BORER RE -ClRC 7.4 28 0013 3250 - - 1 115 12 1 P -2 DOMESTIC WATER HEAT 7.4 28 0013 3250 - - 1 115 12 1 P -3 FCU-1 HEAT 7.4 28 0013 3250 - - 1 115 1 12 _ 1 P -4 ,OOYESiIC WAiER RE -CIRC. 5.0 8 006 3250 - - 1 40 115 1 12 1, 2 NOTES: 1. CLOSE COUPLED. N-UNE CIRCULATOR 2. PROVIDE V A1H PRE -MIRED TIMER AND CORD. CONDENSING UNIT SCHEDULE TAG BASIS OF DESNG* CARRIER THROAT AREA, SF YODEL_ CAPACITY EFFICIENCY EL ECIRiCAL WEIGHT REMARKS FCU-1 2.00 NOM TONS SEER MCA MOCP VOLTS/ OPER. Fa,-1 MARK 12X36 20 X 44 GREEMECK VIM 1. 2 PHASE L8S. 20 CU -1 24ANA748 4.0 15.0 ! 24.3 40 120/1 311 1, 2, 3. 4 8 14 23 27 20 14 8 iAC 3MS REMARKS: 1. PROVIDE WITH CRANKCASE HEATER. HIGH & LOW PRESSURE S IT HES. 2. PROVIDE MA1H CYCLE PROTECTION AND CAPACITOR START KIT. 3. PROVIDE 3/$` RL, 7/8' RS REFRIGERANT UNESET TO FCU -1. 4. TWO -SPEED COMPRESSOR 5. REFRIGERANT: N1 R-410A ROOF V ENTILATOR SCHEDULE TAG AREA SERVED THROAT AREA, SF THROAT SiZE N. x RI. CURB CAP N. x N. BASIS OF OESIGN STYLE REMARKS RV-1 FCU-1 2.00 12 X 24 20 X 32 GREENECK WIN 1, 2 RV-2 Fa,-1 3.00 12X36 20 X 44 GREEMECK VIM 1. 2 23 _ 20 14 8 VAC MIS ST-2 RTU-1 36 RREMARiCS: 1. PROVIDE MA1H FACTORY ROOF CURB. 2. PROVIDE VAiN MODULA11NG RELEF DAMPER OPERATE TO RARITARN +0.05 N WG MINN OCCUPIED SPACE DUCT ATTENTUATOR SCHEDULE MARK AREA LENGTH N SZE W X 0. N SP LOSS N Ni OCTAVE BAND INSE RfON LOSS BASIS FOR 83 125 250 500 1000 2000 4000 8000 DESIGN ST-1 R1U-1 36 28 X 24 .12 6 8 14 23 27 20 14 8 VAC MIS ST-2 RTU-1 36 28 X 24 .12 6 8 14 23 27 20 14 8 iAC 3MS NOTE: DYNAMIC INSERTION LOSS BASED ON FACE VELOCITY OF -2000 FPM - -• BOILER SCHEDULE B-1 TYPE WALL MOUNT MEW INPUT OUTPUT 197087 I 171074 EFT' WRIER AFUE GPM EWf LINT 922 7.4 180 I 160 HW 1 1/4 CO[NECBONS PRV GAS COM DRAIN VENT CA 3/4' 3/4' 3/4` 1 3/4' I 2' I 2 E1EC11ICAL 1 BASIS FOR MOCP VOLTS PHASE DESIGN 15 120 1 1-80 MCA MEI(RIT IBS. I 58 ° BASS FOR DESIGN: HEAT TRANSFER PRODUCTS YUNCERN SEES 1. PROVIDE FOR USE W1H NATURAL GAS. 2. PROVIDE OUTDOOR RESET CONTROL AID DOMESTIC WATER HEATING PRIORITY. 3. PROW W/ 3' CONCENTRIC VENT ROOF iDVANATION. 4. PROVIDE FACTORY INTEGRATED ZONE CONTROL PACKAGE, 'VISION Y Std SEPARATE POTTER SUPPLY, 120V 6.3 AMPS. FUSED DISCONNECT. 5. FURNISHED BY OM ER. INSTALLED BY CONTRACTOR. • • R ! co1 BUI VIEWED FOR COMPLIANCE nnesimmo AUG 2 92006 NO. FAIRWAY CENTER BUILDING "A" ty Of TaW,Ta INN IMNISION Marvin Ste' .sociates, LLC Lanni des( planning 8n 2221 Fifth Avenue, Seattle, Washington 98121 (209 4411449 DRAWN BY: JOB NO.: 06038.000 CHECKED BY: ViJS DATE: 06/19/06 REVISIONS/iSSUANCE: REVISIONS INDICATED THUS TENANT: VASCULAR ACCESS CENTER SHEET THE: • 1 1220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 TIIB ORBBNBUSCH GROUP, INC ))) r0"11104:41011 n t 0011011A141 1 EXPIRES: 9/08/2006 1 PERMIT SET SCALE: AS NOTED DATE • EQUIPMENT SCHEDULES M 0.2 REPRODUCTION. AiLUERATi II OR PUBUCAAON Cr 1HS DRAM. WINCUT DRESS MAS9O18! VW. IS A MANN OF !BERK 00PVRICHT LAIL COMA BT VW 2006. ,; • ED AUG 1&2c 6 P +(IT CENTER 2 of 12 E AIRWAY IL: -- - 1- - ---1- s s 1 I /8" = It0" FIRST FLOOR DEMOLITION PLUMBING / PIPING _ _ _ _ __ _ . U r Id] • �J J (A) • SJ1IEET NOTES: 1. THE INFORMATION REPRESENTED IS DIAGRAMMATIC. ACTUAL FIELD CONDITIONS MAY VARY. CONTRACTOR SHALL FIELD VERIFY (E) CONDITIONS AND REPORT ANY DISCREPENCIES. 2. CONTRACTOR SHALL COORDINATE DEMOUTION WORK. FLAG NOTE: EXISTING TO REMAIN. EXISTING TO BE RELOCATED AS HIGH AS POSSIBLE. REMOVE (E) SINK, CAP OFF WATER, WASTE AND VENT BEHIND WALL. \_j2 COW L10 pro K t v r f� uic:NAci C�� 1it1G pIVIS��� 1 8 No. FAIRWAY CENTER BUILDING "A" 14220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 Marvin Ste ociates, LLC planning v design 2221 Fifth Avenue. Seattle, Washington 98121 (206)441 -1449 DRAM BY: CHECKED BY: WJS RE11S1ONS/ISSUANCE: • 1 •a s s •••) REVISIONS INDICATED THUS TENANT: SHEET TITLE • THE ORBENBUSCH OROUP. RIC 1 9J08/2006 1 A REPRODUCTION, ALTERATION OR PUBUC.AEN OF BIS OWING. 1111HOUT EI SS PERRIS9011 BY USA1I fS A VOLAWON OF FMK COPN IGHT UK OOP1IIIGNT BY IIS&A 2006. JOB NO.: 06038.000 DATE: 06/19/06 PERMIT SET SCALE: AS NOTED DAZE VASCULAR ACCESS CENTER PLUMBING /PIPING DEMOLITION PLAN RECEIVED l• • 1 ;LG P ERIATCEMETI 1 z J r 3 OF 12 • • W a 1/8" =1'-0" - - -�- -- - f - F-- I I 104 -a--1 20/20 20/20 120 120 FIRST FLOOR HVAC DEMOLITION 100 140 1�s L ki j T 20 18 I 18/16 100 5 -32 T 120 120 120 100 28/22 120 120 16/16 26 2 40 a 100 100 100 16/16 r 100 100 28/30 100' 8 30 28/24 160 160 120 ....4......4 1) r (7j t� 18/18 100 o 100 1 100 SHEET NOTES: 1. THE INFORMATION REPRESENTED IS DIAGRAMMATIC. ACTUAL FIELD CONDITIONS MAY VARY. CONTRACTOR SHALL FIELD VERIFY (E) CONDITIONS AND REPORT ANY DISCREPENCIES. 2. CONTRACTOR SHALL COORDINATE DEMOU1ION WORK. FLAG NOTE: EXISTING TO BE RE —USED. O A CB) le) NO. FAIRWAY CENTER BUILDING "A" 1/1220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 THE OREENBUSCH GROUP. INC ))) 1 MRCS: 9/0812006 1 Marvin Ste ociates, LLc Lanni design planning n S 2221 Fifth Avenue, Seattle. Washington 98121 (206) 441 - 1449 DRAWN BY: JOB NO.: 06038.000 CHECKED BY: WJS DATE 06 /19/06 REVISIONS/ISSUANCE REVISIONS INDICATED THUS TENANT: VASCULAR ACCESS CENTER HVAC DEMOLITION PLAN M 1.2 REFROOUCTICK PLIIRADON FINIUCA1111 OF INS ORAl1G, 1111Np3T IMES FRISS90I1 BY IfSA1, IS A VIOLA Of E IJE . COMM LAS CI PIRIQIT BY ISM 4006. PERMIT SET SCALE: AS NOTED DATE arr i; 8 2y • PERMITCENTER s • rrsc -r._ f ( 41 LA iy i _ .—_ � =ra ` __ ( 5 ) . T _ ...... f I N 2 1 14 15 1 � f 1 i i i PLUMBING / PIPING FOUNDATION PLAN f I 1 1 i 2' UP 2 --- --------- I z -- P : re M u 1 � r r .1 1 L i2' UP vi _:== I,- "1 , r L3 i p - li EXISTING UP n i I 2' UP UP 1 , 2' UP 00 i i I 1 1 I 11. 1 1 1 1 11 1 1 I I I 1 1 1 ii 1 I f ==J- I-.: — = - 1== =— =—- 1 — �.= = -- ._ ! - — — _ - -- - ---- - -- - - - -.. SHEET NOTES: 1. THE INFORMATI0N' REPRESENTED IS DIAGRAMMATIC. ACTUAL FIELD CONDITIONS MAY (fARY. CONTRACTOR SHALL FIELD VERIFY (E) CONDITIONS AND REPORT ANY DISCREPENCIES. 2. CONTRACTOR SHALL COORDINATE DEMOLITION WORK. 3. FURNISH SAW CUTTING, TRENCH AND BACKFILL AND PATCH FOR ALL BELOW GRADE MODIFICATIONS. • o to." f!) NO. FAIRWAY CENTER BUILDING "A" 14 220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 Marvin Ste DRAWN BY: ctEaoED BY: W.IS REVISIONS/ISSUANCE: REVISIONS INDICATED THUS TENANT SW TITLE THE 0RBENBUSCR OROUP.INC ))) 11114. ilM iM� eM gm, 3111-0010 EXPIRES: 9/08/2006 1 planning v design 2221 Fifth Avenue, Seattle, Washington 98121 (206 441 -1449 RfPRCOUCTIpN, MUM= OR PIUICA1CN Cf THIS ORAL MINT MESS PERMS= BY YS&A, IS A VIOLATION Of 'DIRM. COMM LAE COPING(' BY YSA 2006. sociates, LLC JOB NO.: 06038.000 DATE: 06/19/06 PERMIT SET SCAT: AS NOTED DATE VASCULAR ACCESS CENTER PLUMBING/ PIPING FOUNDATION PLAN 2 • 0 Ais C RECEMED 5 OF 12 1 1 4 f: • 7 :3 ;;;-!rtl ir L 3 /4 C JAN! r , ST kGE' MEN IV Y 1 /8" -1 1 1 • I � • • PLUMBING / PIPING PLAN 1 w 4 B J FOR PIPING SEE 1" G. UP THRU ROOF SEE 1" C. PRV. 34" BOILER DRAIN. ROUTE EACH SEPERATELY TO IWH -I FOR PIPING SEE _ :_ . -_ F'g_ i I till Lill 4 j C ,- 4 w 1 HW ) 2 V - CW ON 1" CW 3" VTR HB 3/4" CW 3/4" HW 1/2" HWC (2) 2" V 0 VICE ZONE FOR PIPING SEE /8" RI. 7/8 RS DN V 00 (T FLAG NOTES: PLAN NORTH PROVIDE INDIRECT WASTE BELOW COUNTER. 34." C DN. CONNECTED TO INDIRECT WASTE. % OF ELBOW ON THROUGH CEILING ABOVE SINK, TERMINATE AT 2" BFC. if CW ON REFRIG WATER CONNECTION. PROVIDE "GUY GREY BOX. RELOCATE (E) CW PIPE AS HIGH AS POSSIBLE. DOSING TO REMAIN. PROVIDE ISOLATION VALVES ABOVE CEIUNG. BOILER SHUTDOWN SWITCH. iv10& 1 F oR f 1 CODS .ifs i YL ViV6 CM 01 Vry:1a 11 FAIRWAY CENTER BUILDING "A" 11220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 THE ORBBNBUSCH GROUP, INC ))) memos= rnwaa� ii M wa�i t� as su Vc 1 EXPIRES: 9/08/2008 1 Marvin St - ; : «. ociates, LLc planning v design 2221 Firth Avenue, Seattle. Washington 98121 12061441 -1449 DRAWN BY: JOB NO.: 06038.000 CHECKED BY: WJS DAZE 06 19 06 PERMIT SET SCALE: AS NOTED REVISIONS ANCE: NO. REVISIONS INDICATED THUS A REPROOUCTIOI,, ALTERAAON CR FlAUCAVON OF THIS SRIgI % ■ OUT EXPRESS FEW= 8! NW. IS A WO AA01 OF FEDERPL CCPYRIDIT UNE COMM BY YS&A 211« DATE • TENANT: VASCULAR ACCESS CENTER SHEET BR E: PLUMBING PIPING M2.1 HEMMED CnY OF T1 WI J 1 T MM C4 4T 6 OF 12 1 • LING ETIJRN 0/20 FIRST FLOOR HVAC PLAN 12/24 U / 16/14 18/16 SHEET NOTES: EXISTING TO REMAIN. © EXISTING TO BE RELOCATED 14/14 UP TO EF -1. 4 PROVIDE DUCT SMOKE DETECTOR HONEYWEU. T7350 THERMOSTAT CONNECT TO (E) SHEET METAL DUCT THRU ROOF, VERIFY SIZE. FLAG NQTE: 1. PROVIDE BRANCH DUCT SIZE AS SCHEDULED UNLESS NOTED OTHERWISE. FAIRWAY CENTER BUILDING "A" 14220 INTERURBAN AVENUE S TUKWII_A, WASHINGTON 98168 Marvin St planning REVISIONS/ISSUANCE: THE ORBENBUSCH OROUP. INC 1 EWES: 9/08/2006 1 2221 Fifth Avenue, Seattle. Washington 98121 Mg 441 - 1449 CHECKED BY: W.JS DATE: 06/19/06 VASCULAR ACCESS CENTER HVAC PLAN JOB NO.: 06038.000 PERMIT SET sCALE: AS NO1E0 • • • • 12 • t • V. ► JEN 1/8" =1'-0" FIRE SPRINKLER FIRST FLOOR PLAN FLAG NOTES: SHEET NOTES: FAIRWAY CENTER (;o BUILDING "A" 14220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 1. PROVIDE A COMPLETE AND OPERATIONAL FIRE SPMN LER SYSTEM. 2. IN ARES WHERE FIRE SPRINKLERS EXIST, MODIFY EXISTING FIRE SPRINKLER SYSTEM TO ACCOMOOATE NEW FLOOR PLAN. 3. DESIGN FIRE SPRINKLER SYSTEM TO PROVIDE COVERAGE ABOVE AND BELOW CEILING. 7. WRIFYING FIRE SPRINKLER PIPE AND HEAD LOCATIONS. 2221 Fifth Avenue; Seattle, Washington 98121 12061441-1449 DRAWN BY: JOB NO.: 06038.000 CHECKED BY: WJS DATE: 06 /19/06 N0. REVISIONS INDICATED THUS TIRE ORBENBUSCN GROUP. INC PERMIT SET SCALE: AS NOTED VASCULAR ACCESS CENTER • • • • EXISTING GAS SUPPLY TO BUILDING (E) r GAS TO EXISTING EQUIPMENT 1V4 1- ADA EXISTING GAS METER EXTEND DOSING GAS POC FROM aTY GAS EXISTING GAS METER GAS PIPING DIAGRAM NO SCALE 1/8" = PO" ROOF MECHANICAL PLAN - :-=' - SM=11111•1•111=1 \\ I I II \\ liEN t=== JAN. ;1 WOMEN j • _ - MINN MIMI 111M110 - OEM INIIME !INM (6 ) 1 , INNINM WINO MIMI MIMS MOM I■1111 IMEM MIME MUM --Am .■......... j ......■ ■•■... ■. ■.... ■■•■ ....-. 11111=1 111=11111 MIMI L C IMMO NMI MINER Ll MOM - 1111•11111 I . — -------- -------:::-•1":--",:rj %.- 6 \ \ \ ' -(1 1-s,4 : : k--' .e ' L+-' --- ,...... I - el - .. ,_..... . .: . \ ------ -- !IV' , • ' - .......--- 11,1. • . i . • • ...- . .... .. .-.... - :-‘ "0 - 1 \ t\v\ FAIRWAY CENTER BUILDING "A" 14220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 THE OREENBUSCH OROUP, INC REVISIONSASSUANCE: TENANT: SW 1ITLE. ))) NO. REVISIONS INDICATED THUS A en gin, angio-ola. 716.1"41VEMIam.:13 I EXPIRES: 9/08/2006 I Marvin Ste sociates, tic planning design 2221 Fifth Avenue. Seattle, Washington 98121 (206)441-1449 DRAM BY JOB NO.: 06038.000 CHECKED BY: WJS DAIE: 06/19/06 M 2.4 REPRINUCKII, KUM. CR PUEUCATION OF IfIS ORM% IniOUT DPRESS roses= BY MUM IS A VOIAION OF FEDERAL COPYRIGHT UK CCPYRIGHT BY MBA 2006. PERMIT SET SCALE: AS NOTED DATE VASCULAR ACCESS CENTER ROOF MECHANICAL PLAN 9 OF 12 • • 1 (5) - - - - - - 1 - 'IT .. - Mms -M-:7"._'!_ !!!' - - •ZIM-=' G - !!'. ' :t11 = - " n I'M'. •-1- 1/8" = ltfl PARTIAL ROOF MECHANICAL PLAN • 3 CONCENTRIC VENT THRU ROOF. SEE • /III -ma cw-st 11E=2. SEE (7) REFRIGERANT PIPE THRU ROOF. SEE .11. 7= ■-.2..r.n..■.191L'Ert"InEte.e.!- / 3" VTR 1 G. ON THRU ROOF.FLASH WEATHER TIGHT 1r4 G. SEE 1111-L2 SEE / 2- VTR 010 FLAG NOTES: EXISTING TO REMAIN. REPLACE (E) FILTERS. REPLACE MANUAL OSA DAMPER WITH 100% MODULATING ECONOMIZER (DRY BULB) AND POWERED EXHAUST. COORDINATE WM ELECTRICAL PLAN ) FAIRWAY CENTER BUILDING "A" 14220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 TUB ORBENBUSCH GROUP. INC SOSO OOOOO ))) MUlliNfasidia° an 4Biljell"grmram:111 rair3n14:00 I EXPIRES: 9/08/2006 Marvin St ociates, LLC planning design 2221 Fifth Avenue, Seattle. Washington 98121 12061441-1449 DRAM BY JOB NO.: 06038.000 CHECKED BY: WJS DAM 06/19/06 REIRSIONSASSUANCE: NO. REIASIONS INDICATED THUS A TENANT: SHET BRE: REPRODUCTION, AMMON OR PJR/C.ATION OF THIS TRA1R4S, 1111HOUT DPRESS PE flY MA, IS A CUM OF RIDER& COMO (Al COMMIT BY MA 2001 PERMIT SET semi: AS NOTED DATE VASCULAR ACCESS CENTER PARTIAL ROOF MECHANICAL PLAN CITYncnowtp I'.1 2,5 AUG 1 8 2: PEIVAITCENTEFt 10 OF 12 • • • i • • • L L Lf i 2" NC 2 " f 2 NQ St NO NG 2 JIL 3" VTR ✓ (E) 1l1" (E) P oc (E) FT I I I I 1 1 ( L1 L 2` 3 3 J L IT 2 CO (E) s --c w 7 1 s W021 EQ_1 Lr1. 2" . I w u 2 2\ 4 2 r oc 3 3 3 3 POC (TYP) WASTE AND VENT RISER DIAGRAM SCALE: NONE POC __ _+■1 w_y_ __r ■ T - _ 1 1 1 t I i4 i 3" VTR I 1lrvTR J L JAL. r — i - --� I I 3" I 2" 2" (E) V 2 " 4 4" HOT AND COLD WATER RISER DIAGRAM SCALE: NONE I 11 -11WS 7I EL FLAG NOTES: CONNECT TO POTABLE WATER SUPPLY HEATING WATER PIPING DIAGRAM SCAi.r. NONE 10 AAV FINISHED FLOOR 411•••111 4Mo r _ .�__.�____L— ___ (2'1 2' fr ' 31' 2 r " r2 " 4" (E) J fLl WC-2 Era L_1 r r » J 3 3 HWR L 3w VTR • �4 I Vs" (E) POC r L J SEISMIC BRACING!. (1111 11.1Y-A. bv" EL2 - � – �J� • I P-4 1HERhtOSTA1TC W WC VALVE (AND— SCALD) I2 " 2 " L (Be ( �N NQ � Wco - r_ J 3 5 J 1} f J 1.2. VTR k2" VTR POC 1 (E) —S DIFFERENTIAL PRESSURE VALVE • - ■ off • FAIRWAY CENTER BUILDING "A" 142.20 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 Marvin St planning 2221 Fifth Avenue, Seattle, Washington 98121 (2OW 441-1449 DRAWN BY: JOB NO.: 06036.000 CHECKED BY: WJS DATE 06/19/06 REI ISIONS/ISSU NO. REVISIONS INDIUM THUS A TENANT: VASCULAR ACCESS CENTER SHEET ARE: THE OREENBUSCH GROUP. MC • OOOOO 11411))) 376-4410 - I EXPIRES: 9 /O8/2006 I DIAGRAMS M 3.0 REPRODIICTIOtt AI.IERAAON OR R1iRICAAON OF ARS DRAW DouT E1IPRESS PETi ASSlON BY VW, Q A VIOLATION of MOW COPISIGNT LAI. CIPAIGHT BY NW 20136. sociates, LLc design PERMIT SET SCALE: AS NOTED DATE RECEMED CIiYA PEf TCBIiER 11 OF 12 I • a i • METAL CHAMBER nPICA. CERNO HAMER MARES GRIMM. =NO SCREWED TO A CONCEALED TEE BAR ORD SUMMON SYSTEM COMM MO SWIM RUBBER VIBRATION ISOLATION PAD SHEET METAL CAP ROOFING CANT STRIP INSULATION EQUIPMENT PLATFORM AT OUTDOOR UNIT DETAIL SCALE: NONE NOTE: TYPICALLY SCREW FASTENING INTO METAL OUNIJEL EDGNO OVER CELNG MATERIAL OWING. TEE BAR IS TYPICALLY 1W DIFFUSER CONNECTION DETAIL (TYPICAL) SCALE: NONE ROD ADJUSTING NUT LL USTED as HANGER PIPE Sow MATH HEAVY DENSITY INSARA110N OR PROTECTION SADDLE PIPE SUPPORT CLEVIS DETAIL SCALE NONE RORIE DUCT CONNECTOR (AS OR SPECIRED) PVC VENT TERMINATION DETAIL SCALE: PICK • OUTDOOR UNIT UNIT SUPPORT. ALIGN MATH UNIT FOOTPRINT ROOF STRUCTURE III11I1IIIl METAL CHAMBER NOTE HANGER SH1ALl. NOT CTIT VITO NSULATION NOTE& FLASH PENETRATICO KAMER TIGHT 2- PROMO( UV PFIOTECRON COATIHIC, ALL EXPOSED PVC fl EVA N VOLUME DAMPER SURFACE MOUNTED DIN>:USER R -30 INSULATION ROUND DUCT TAP N. (DAMPER F SPECIFIED) DUCT OR EXTENDED RERUN DUCT NOTE: THE COMO SUPPORT SYSTEM MUST SUPPORT DIFFUSER REMIT MEN FLEXIBLE CONNECTIONS ARE USED. A PROPERLY SIZED HOLE IS PRObpm N THE CE NO THE THE DIFFUSER DOES NOT SUPPORT THE ME. 12- LONG GALVANIZED PIPE COVERING MELD. 18 GA. FLARED ENDS WIETE HEAVY DENSITY ARE USED —� INSULATION SADDLES WEATHER1GHT COVER MATH INSECT SCREEN REFRIGERANT PIPING THROUGH ROOF DETAIL SCALE: NONE REFRIGERANT PIPING WEATHERSHIELA. 20 GA. GL REFRIGERANT PIPING VAIN 1 STANDING SEAM, MATH NSULATION, SIZE FASTEN TO UMSTRUT CONTROL CONDUIT SPACE FOR ELECTRICAL CONDUIT SCALE: NONE CW REFRIGERANT PIPING ON ROOF DETAIL BAONFLOW PREVENTER (OM) PRESSURE GAUGE OW) STRAINER NNEL. FU DRAIN EXTEND ORAN PIPE AND TERMINATE OVER JANITOR SINK WATER FILL PIPING DIAGRAM SCALE: NONE SCREE NONE • PIPING AT COIL DIAGRAM (TYPICAL) UNISTRUT MATH CUSHION CLAMPS. (10' -0' ON CENTER. 1 EACH END) AS REQUIRED 4x4 TREATED WOOD PROTECTION PAD (MANUFACTURERS PAD) / noonl +c PRESSURE REGULATING VALVE (PRV) NOM MAZE TRAN1911014 TO COL COI EC1IO 1 512E IMMEDIATELY BEFORE COL 24 GAUGE GALVANIZED PROVIDE MADTH AS REQUIRED TO ALLOW LONG RADIUS BEND. PROVIDE LENGTH AS REQUIRED. PRESSURE REGULATING VALVE, EXTEND AND TERMINATE OVER JANITOR SINK MP QUICK FILL BYPASS PETE S PLUG (1w) CROAT BALANCING VALVE 0 RETURN MAIN 1.1 SUPPLY MAIN BALL VALVE (1W) STRAINER w/ DRAIN VALVE HOSE END w/ CAP TOTE; PROVIDE IMMHOUT SPRING ISOLATION CURB UNLESS NOTED OTHERMASE IN SPECIFICATION 15055. ROOF CURB AT ROOFTOP UNIT DETAIL SCALE: NONE DUCT AND FPTU SEISMIC SUPPORT DETAIL (TYPICAL) SCALE: NONE SCALE: NONE SCARE NONE POYER ROOF EXHAUSTER EXHAUST DUCT 8110/IiSECr SCREEN SEE SCHEDULE FOR TYPE RTSULAED ROOF STORM PROOF I MES GASKET EAG SCREW ROOF BY GOx PLYWOOD SEAL OPOOIC MOTOR IDERATED DAt•EIt EXMOOR DUCT INSLRAIIQW ROOF VENTILATOR DETAL NOM CONFORM TO CURRENT ADDITION OF SIAM SEISMIC RESTRAINT MANUAL, SEISMIC ZONE 4. ROOF EXHAUST FAN DETAIL TRADES VDRIEI.AIOR TIED PRITABOCATEED o VAIN RAHSID CANT; NAM MO ROOF RANGE FUMBLE CONNECTION DUCT ISOLATION HANGER SNUBBER PLATE (UP STOP) ROD TO ANGLE CLAMP, 3 PER ROD SEISMIC BRACING ROD STFFENER ANGLE TRAPEZE SUPPORT BRACES PER SMACNA (4 SIDES) INSULATED PREFABRICATED CURB V1ATH RAISED CANT. NAILER & ROOF FLANGE SEAL OPENING BACK -DRAFT DAMPER 12 MIAMI • 40 M NO. FAIRWAY CENTER BUILDING "A" TENANT: 14220 INTERURBAN AVENUE S TUKWILA, WASHINGTON 98168 Marvin St planning REVISION ,4SSUANCE: REVISIONS INOICAlED THUS THE ORBEiBUSCH GROUP.IHIC ))) I EXPIRES: 9/08/2006 I sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 ORAWN BY JOB NO.: 06038.000 CHECKED BY: WJS DAZE: 06/19/06 PERMIT SET SCALE: AS NOTED DATE VASCULAR ACCESS CENTER SHEET TITLE: M 4.0 DETAILS REPRODUCTION, N.102A1011 CR RIOUCAICII OF TIES i **AFC;. 11111010 OPPRESS PE 4Q1 B1/ VSM, IS A V O AVON Cr F'EifERAL COP1INGHT IMIC COPYRIGHT FIT 1 2005. 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