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HomeMy WebLinkAboutPermit M99-0049 - RICHARDS SP;ygq,r � "r:�`d.;y',. _,; S, p:..< :?+;vrinu +..%rry ✓r +'.M.'.v:asr. ±w M99 -0049 1100 Andover Pk. W. SP Richards City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M99 -0049 Type: B -MECH Category: NRES Address: 1100 ANDOVER PK W Location: Parcel #: 352304 -9053 Contractor License No: SEAAII *206JQ Status: ISSUED Issued: 03/17/1999. Expires: 09/13/1999 TENANT SP RICHARDS Phone: 206 -575 -8108 1100 ANDOVER PK W, TUKWILA, WA 98188 OWNER FAIR VENTURES INVESTMENT LTD Phone: (206)455 -9292 12835 BEL -RED RD STE 140, BELLEVUE WA 98005 CONTACT DAVE ANDRINGA Phone: 206 -575 -8051 946 INDUSTRY DR, TUKWILA WA 98188 CONTRACTOR SEA AIRE INCORPORATED 906 INDUSTRY DR, TUKWILA, WA 98188 **** k*****• k**'*.******* k*********************** k * * *k* * ** *** * * ** *•k * * * *** * * * *** Permit Description: 4 TON :PACKAGED ROOFTOP GAS PAK CHANGEOUT. Phone: 206 575 -8051 UMC Edition: '1997 Valuation: Total Permit Fee: 7,000.00 59.81 ****** *'k * ** ** * * :* * * * * * * *** ***•k, **. fit*****• k,• kk****** *k * * * **•k** *'k'k ** * **k * *k * * ** ** Permit Cente £ Authorized Signature -q'9. 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 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 for and obtain this buildingpermit. Signature':. Print Name: J'V t-tA)D IL i.J G 4 Date: 3 —J Z—�1� Title: SaIeSG.g�� 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. Address: 11.00 ANDOVER Pig W Suite: Tenant: SP RICHARDS Type: B -MECH Parcel #: 352304 -9053 CITY OF TUKWILA Permit No:. M99 -0049 Status: ISSUED Applied: 03/05/1999 Issued: 03/17/1999 k• k• kk**• k• k* k*• k*****• k***• k***• k• k**• k• k** k• kk• k• k***• k• k* k* k** k• kk k• bk •k•k•kk*•k* *•k•k * **•k*'k•k•k** Permit Conditions: 1.. No changes will be made to the plans unless approved by the Architect or Engineer and the Tui;wi la Building Division. 2 All permits, inspection r� oor d. ppr�oyed plan :ha be available at the .job ".si `p7 1 "r to"the stt.a t Fuf any con- struction, struct ion. These dt ctttent . rare to,be nia into in* .and avail- able until f in,aJI>.i:ri ectio \appr ov�a;�l is grante , 7'j Ai ] }' 3: Al 1 c: onstr�uct�i'on t,o , �e • done ir, conf'or,.mance wifth approved plans and .wequ i remerits ;.. of the Uniform. Bu i! i d i ngy, Code -';4997 Edition) •as "amended, Unif.urm'Mechanical: Code:; < "t1997._.E'd;it';ion> and Wasp ington State Energy Code, i' 1997 Edi t i onl`'' 4. Validity,;rof "Permit.}:, The isauance',of a permit, ors ai`pproval plans, ,pecif iceti.onc, and. ?c:omputa'tions shall :not" be. curl' - .tt strued:'to. be a permit for'," 'or an approval of a'ny vlolat ori,' -. of any�� of•the pr.ovisi,..uti_ of 'l the building code or ',of 'any }' other- '�'ordinance' of tha'.;juri'd,;i•c. tion.. No permit pr.e:`. f u n ;ri'g giv,'e euthor,ity to violate,.or cancel rthe provisions {•of ;.thl�s cods tsh;a11 `be :vat ip ,! :;,. 5. FOR<MANUFACTURERS' INSTALLATI0N ;INS,TRUC,TI0NS.REWIRED ;',THE BUILDING •IN'CPECTORS .REV'IE i :? �° CITY OF T 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 - (206) 431 -3670 F• ; STAFF USE ONLY Pro1ect Number: /�'�f� Permit Number :.�CAa`' G Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Te t: .S P ft nci r a?S Description of work to be done: £f7-o,i 19AckAc`o Rot r- ,p CeLS PA K. Cila,1,,e o,,•— Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Value of 4f Construction: 7 v oo Site Address: /, 0 0 %y Al c1 �' �2 i�i� r k u1 City State/Zip: ` f vKiv , u1 4j711 �'r TP�r yr• g (��� : 6-46 --�J"1 (1C .3 Property Owner: .] IZ PA lltif� Address: Phone • ( 7 Liss- -9-)9-,- Street Address: ID' 3s 8t? 1.- ?fc( i2a�.'1 City /State /Zip: City State /Zip: (. ((edu.e 144 ctd)os' Fax #: (yes') ys s "�a1� Contact Person: DA vC Arr.0i2 i�GA —, 0 Metro 0 Standby Phone: @etc) g 7S -'L�o S Fax #: / _c, 61 s 75_ _065_3 I Street Address: City State /Zip: Contractor: 364 - R ,2L .-) c- Pho e:: �.Zo (,� S 75 - ?°c( Street Address:. I(c(� y�cv'si(/ Dn� City State /Zip: Tu KLJ,1i1 c�}? /d`d Fax #: (-cab\ S' 7-5--0C-53 Architect: i Phone: Street Address: City State /Zip: Fax #: Engineer: / Phone: Street Address: City State /Zip: 1<eL1c Fax #: 31 63o - ? /s/ MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) , Description of work to be done: £f7-o,i 19AckAc`o Rot r- ,p CeLS PA K. Cila,1,,e o,,•— Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence g Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS ' ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt It ❑ Water Meter /Permanent 11 ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load /Hauling MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Phone: Address: City /State /Zip: 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. DceApl�nacc Date a lcattgiplr�;, ApplIcati u jaken by: (Initials) MISCPMT.DOC 7/11/96 ALL MISCELLANEOUS PE IT APPLICATIQNS MUST BE SUBMITTED WITH THE FOLLOWING: > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) El SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to,diameter or width which exceeds 2:1 PERMIT REVIEW .Sltbmit checklist: No: M -9 a, t,,,, Antennas /Satellite Dishes Submit checklist No: M-1 El - No signage Commercial Tenant Improvement Permit Fax #: r- ys = D 0,-, 2 Bulkhead /Dock Submit checklist No: M -10 E Commercial Reroof Submit checklist No: M -6 El Demolition Submit checklist. No: M -3, M -3a ri Fences - Over 6 feet in Height Submit checklist No: M -9 El Land Altering /Grading /Preloads Submit checklist No: M -2 El Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 Mechanical (Residential & Commercial) Submit checklist No , M -8, Residential. only - H -6, H -16 0 Miscellaneous Public Works; Permits Submit checklist ' No H-9 Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 ® Moving Oversized Load /Hauling Submit checklist No M -5 El Parking Lots Submit checklist No: M -4 0 Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist No:. M -6 Retaining Walls - Over 4 feet in height Submit checklist No:. M -1 0 Temporary Facilities Submit checklist . No: M -7 El Temporary Pedestrian Protection/Exit Systems Submit checklist No M -4 El Tree Cutting Submit checklist No: M -2 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer,, or contractor licensed, by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Dew, a, t,,,, Date: e Print name: Dro ' ti'%N�e i,Ji4. Phone .06) S7S -8aS 1 Fax #: r- ys = D 0,-, 2 Address: 9`i ci- K7 itY DA_ City /Stale K:w LA 1?i (7 p MISCPMT.DOC 7/11/96 777.7"Trmm7vmmTmmr""11V hAkA4A*A**.AA**A*****A*A**A*A-Ak*A*Ak*AW**A-Ak*iAk*A•k**A**A*A* 1TY OF TUKWILA,. WA TRANSW:, ; "r" TETTS317 A*k***A*A**A**:NA*A*A***A****A*Ich*hA*******-A*A**AA*A**AA**A+A*1; 1RANSMIT Number: R9800034 Amount: 59.81 03/17/99 Payment Method: CHI Cg Notation: 6E -(.(R INC In it: FLU ••• ••■ ■• • •■• •••• e• Owl •••• •• .11 ■••• •••• O• • ••■ ••• ••• 1••• ••■• ••• ••• ••• ••• ■•• t• • •• • 0.0 OF. Yr O.* 10 • •••• 0. 04 • Permit No: M99-0049 Type: B-MECH MECHANICAL PERMIT Nmeel No: 352304-9053 rw . Site Address: 1100 ANDOVER PI( 14 Du ti. 96 Total Fees; 39.81 PlAIND 47.0 Thi$ Payment 59.81 Total ALL Pmts: 59.81 CHECK 59.81 Balance: .00 03/22/99 19F- Account Code' 000/345.830 000/322,10Q Deecription:. PLAN CHECK -,NONREa. MECHANICAL -:NONRES 16:102 0097 1651 1 1. 96 4 7 '4 • CITY OF TUKWILA INSPECTION. NO. INSPECTION RECO( + Retain a copy with perniif CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 P40- 031‘11 (206)431 -3670 pproved per applicable codes. COMMENTS: Corrections required prior to approval. 0 $47.00 R NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .....',?` �::. i" ��', r�;; �'...,.,...; 2�:"y vdR�, L`.' r," �Y.: �!`. A. t�. v` i. N; r�,? t►, .%�.'.s.���rli%,�!�sr+.SP.��'ia ui�L_c�,�l.::,,, .. A tires A /,f7 `4. --""- Da e c S ecial instructions: P Date an "q•-•-1", a.m. P.m. Requeste . , 0(1 Phon;73 -- s7 pproved per applicable codes. COMMENTS: Corrections required prior to approval. 0 $47.00 R NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .....',?` �::. i" ��', r�;; �'...,.,...; 2�:"y vdR�, L`.' r," �Y.: �!`. A. t�. v` i. N; r�,? t►, .%�.'.s.���rli%,�!�sr+.SP.��'ia ui�L_c�,�l.::,,, .. INSPECTION NO. INSPECTION RECO/ ". Retain a copy with pe }►rnt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Mgq -ooh PERMIT NO, (206)431 -3670 Pr Iq'e t I W - G I/dPl e 5/0e- 0,,C /L Typ f lnspecti Address. VV Date called: -3q1 1 J 6't6- /7 Special instructions: `In vv.L� iGt r Lo • i �jj 0 L.tn (G•P /... nrte.,. C7 i.. " i 1 „ Jam,. Dat anted: q a R uester: / Pho t o r ✓ ! - C.V .� 1 nApproved per applicable codes. • orrections required prior to approval. COMMENTS: G I/dPl e 5/0e- 0,,C /L 6't6- /7 .c��/~ S G. pi/-72,4-2 ei- %i rt`r7E'- ©. & if G z7// 6e ° ?i �l / ',e,c(f, 1 )fr e4(//7•" C i - f gr7 s ,477 7z" 1/S OTf /JL 7 � L 1 1 rirL , irk / wtt/ / � M AX! _ 4 4, _rl .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ROM Visser Engineering VISSER ENGINEERING FAX NO. : 253 630 8151 Feb. 23 1999 11:01AM P2 Feb. 22, 1999 Dave Andringa SeaAire 946 Industry Drive Tukwila, WA 98188 Re: New HVAC unit YC "048C Lincoln Center Visser Engineering Protect #99 -22 Dear Mr. Andringa: We have reviewed the information provided by you regarding a new rooftop HVAC unit at the above referenced site. Visser Engineering has determined that the roof structure needs additional 4x6 HF #2 subpurlins as indicated on the attached sketch. The impact of the new unit to the building's main girders, foundation, and to the building's ability co resist seismic loads is nominal. Calculations are attached for the impacted members. Please call if you have any questions regarding the foregoing. FILE COPY �.� .,o Pan C1cc.c .7 su • se 'r and omissions cn...1 r; : p1F cloture not authorize the violation ci c ;1 ▪ coda or ordirin006 Receipt of contractor's copy of approved piffle IlliMowledged. Cy Date -3—/7— %' 9 Permit No. X19 CITY OF TUKWIIA. APPROVED MAR 15 1999 AS NOIED R.UILDIPIL; C)lUi�l `""� RECEIVED CITY OF TUKWILA MAR 0 5 1999 PERMIT CENTER 190452 SE 320th St. Kent. WA 98042 ■ VoK:k 753.030.43:11 ■ FAA 233.630.a111 Mil -0049 • Ilir ngineering FAX MO. : 253 630 8151 Feb. 23 1999 11:02M P3 STRUCTURAL CALCULATIONS Project 99-022 NEW IIVAC EQUIPMENT SEA-AIRE Feb. 22, 1999 VISSEIP ENGINIECIPISIC M. 19062 SE 320th St. Kent, WA 98042 (253) 630-030 FAX NO. : 253 bap 8151 .DO Feb. 23 1999 11:02AM P4 5 \, 1E (•" •T0 ?P i'L PO v 6 � Sry io2 s1' - - �. < 2: h h • Yc *dc_, . _ �..' ; c 7-.: 4xl 44F *.7 AN cJ C ts M;.' 4"4 t.t.� 4 4 Z. rAKI. Z" XI/ 1k1.%/O/t/ 50B 56/17- .54-• eiCf AVV.S✓0A1/ ,1 .4A/ J° /PS bki 4241774/Ls (?�' c Fes' °�ti:'.. s )1 Q4 £.4_404.s S . ser Engineering FAX ?l0. : 253 630 8151 Feb. 23 1999 11 :03AM P5 ISSEL ESGINEEL2ING CC. Simple Beam Design Beam Number: Header O Beam Length: 4 feet L 0 A 1 N G D E S if G N Project: 99 -022 Client: Sea -Aire Date: 2/22/99 Page: 1— Dead Load: Unit Weight Bee. trib width End crib width Roof: Floor: let. wall: Ext. wall: 17 psf 12 psf 80 plf 0 plf 8 feet 0 feet Wall beginning 8 feet 0 feet Wail ending 0 feet 0 feet 0 tect 0 feet Beam Reactions: Reaction Location Reaction 0 feet 0 feet 0 feet Beam # 0 Beam # 0 Beam r 0 0 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: Locanon Reaction Beam :: 0 Beam it 0 Beam # 0 0 feet 0 feet 0 feet 0) pounds 0 pounds 0 pounds Snow Load: unit weight Bee. trib width End tab width Roof: 25 psf 8 feet 8 feet Beata Reactions: 1.ocatinn Reaction Beam it 0 Bcam 0 Beam # 0 0 feet 0 feet 0 feet U pounds U pounds 0 pounds Reactions Beginning End Dead Load 272 pounds 272 pounds Live Load 0 pounds U pounds Snow Load 400 pounds 400 pounds Member Forces Dead —Live Dead +Live+Snow Maximum Bending Moment: Maximum Shear.* 272 ft. -lbs. 210 lbs. 672 ft. -lbs. 518 lbs. 'Taken distance 'd' from support Allowable Stresses LDF = 1 LDF = 1.15 - Modifiers • Bending, Fb ( +) Bending. Fb (+) Shear, Fv Elasticity. E 1,105 psi 1,105 psi 75 psi 1.300,000 psi 1,271 psi 1,271 psi 86 psi 1,300,000 psi CF — 1.3 CR = 1.00 Required Section Properties Provided Section Properties Area, A= Sect. Mod., $ = Mom. of liter., 1 9.01 in.A2 6.35 in ^3 7.37 in ^4 Area, A = Section Modulus 1— 19.25 in.A2 17.65 in ^3 48.53 in.^4 Provide: 4 Hem - Fir #2��.1 • a ser Engineering FAX NO. : 253 630 8151 Feb. 23 1999 11:04AM P6 ISSEE ENGINEELING CC. Project: 99 - +)22 Client: Sea -Aire Date: 2/22'99 Simple Beam Design Beam Number: Subpurlin Beam Length: 8 feet L 0 A D 1 G D E S I C N Page: Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int wall: Ext. wall: 17 psi 12 psf 3 feet 0 feet Wall beginnine 3 feet 0 feet Wall endine 80 plf 0 TOW 0 feet 0 feet 0 feet 0 feet Beam Reactions: Location Reaction 0 pounds 0 pounds 0 pounds . Beam » HVAC Beam » 0 Beam it 0 4 feet 0 fcct 0 feet 400 pounds (1 pounds 0 pounds Live Load: Unit Weight Bee. trib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: Location Reaction Beam 4 1•1VAC Beam 4: 0 Beam # 0 4 feet 0 tent 0 feet 0 pounds 0 pounds 0 pounds . Snow Load: Roof: Beam Reactions: unit weight Bee. trib width End trib width 25 osf Beam # HVAC Beam 4 0 Beam 3 feet Location 4 feet 0 feet 0 feet 3 feet Reaction 0 pounds 0 pounds 0 pounds Reactions Dead Load Beginning End 404 pounds 404 pounds Live Load _ Snow Load 0 pounds 0 pounds 300 pounds 300 pounds Member Forces Dead�Li'e Deadi -Live +Snow Maxinum Bending Moment: Maximum Shear:' 1208 ft-lbs. 381 lbs. 1808 tt. -lbs. 646 lbs. "Taken distance 'd' from support Allowable Stresses LDF = 1 1.17E = 1.15 Modifiers Bending, Fb ( +) Bending, Fb ( +) Shear, Fv Elasticity. E 1,105 psi 1,105 psi 75 psi 1.300.000 psi 1;271 psi 1,271 psi 86 psi 1,300,000 psi CF - 1.3 CR — 1.00 Required Section Properties Arca, A - Sect. Mod., S Morn. of finer., 1 11.24 in, ^2 17.07 in. ^3 37.31 in ^4 Provided Section Properties Arcu, A - Section Modulus 1- 19.25 in. ^2 17.65 in. ^3 48.53 in. ^4 Provide: 4 x 6 Hem -Fir ff2 ser Engineering FAX NO. : 253 630 9151 Feb. 23 1999 11:05AM P7 SSEIR ENGINEERING CC. project: 99-022 Client: Sea -Aire Date: 2/22/99 Simple Beam Design Beam Number: Purlin Beam Length: 29.5 feet L O A b r N G D E S I G N Page: 4-- Dead Load: Unit Weight Beg. trib width End trib width Roof: Floor: Int. wall: Ext. wall: 15 psf 12 psf 8 feet 0 feet Wall beginning 3 feet 0 feet Wall ending 80 pif 0 plf 0 feet 0 feet 0 feet 0 feet Beam Reactions: 1= Location Reaction 0 pounds 0 pounds 0 pounds Beam if HVAC Beam # 0 Beam # 0 8 feet 0 feet 0 feet 400 pounds 0 pounds 0 pounds Live Load: Unit Weight Beg. crib width End trib width Floor: 40 psf 0 feet 0 feet Beam Reactions: 168.75 in ^3 Location Reaction 1= Beam N HVAC Scam # 0 Beam 0 0 8 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Snow Load: unit weight Beg. trib width End Crib width Roof: 25 psf 8 feet 8 feet Beam Reactions: Location Reaction Beam # HVAC Ream # 0 Beam ti 0 8 feet 0 feet 0 feet 0 pounds 0 pounds 0 pounds Reactions Dead Load Live Load Snow l.oad Beginning End 2062 pounds 1878 pounds 0 pounds 0 pounds 2950 pounds 2950 pounds Member Forces Dead +Live Dead.' Live +Snow Maxinum Bending Moment: Maximum Shear:" 14728 ft. -lbs. 1882 lbs. 36455 ft. -lbs. 4532 lbs. *Taken distance 'd' from support Allowable Stresses Provided Section Properties LOF = 1 LDF = 1.15 Modifiers Bending, Fb (a-) Bending, Fb ( +) Shear, Fv Elasticity. E 2,294 psi 2,294 psi 165 psi 1,800,000 psi 2,638 psi 2,638 psi 190 psi 1,800.000 psi CF = 0.95595 CR , 1.00 Required Section Properties Provided Section Properties Arca, A = 35.82 in. ^2 Area, A = 56.25 in. 42 Sect. Mod., S = 165.80 in ^3 Section Modulus 168.75 in ^3 Mom. of Tner., I = 2.132.12 in. ^4 1= 1518.75 in ^4 Provide: 3.125 x 18 Glu- Iam,24F -V4 rH /i . 233 630 81 ,31 Feb. 23 1999 11:05AM P8 SEC tSiGlNEEIPNG CC. Simple Beam Design Beam Number: Girder Beam Length: 42 feet L 0 A 1) 1 N G D E S 1 G N Project: 99 -021 Client:.Sea -Airg Date: 2/22/99 Page: Dead Load: Unit Weight Beg. trib width End crib width Roof: Floor: Int. wall: Ext. wall: 15 psf 12 psf 25 feet 0 feet Wall beginning 25 feet 0 feet Wall ending 80 pif 0 Or 0 feet 0 feet , 0 feet 0 feet Beam Reactions: Location Reaction 0 pounds 0 pounds 0 oounds BCam rt HVAC Beam L 0 Bccun 0 0 12 feet 0 feet 0 feet 600 pounds 0 pounds 0 pounds Live Load: Unit Weight Bee. crib width End trib width Floor: 40 pst' 0 feet 0 feet Beam Reactions: Location Reaction Beam 0 HVAC Beam 0 0 Beam :# 0 12 feet 0 feet 0 feet 0 pounds 0 pounds 0 oounds Snow Load: unit weight Be;. nib width End crib width Roof: 25 Dsf 2. feet 25 feet Beam Reactions: Location Reaction Aeam 0 HVAC Beam a 0 Beam 4 0 12 feet 0 feet 0 feet 0 pounds 0 pounds 0 •ounds Reactions Dead Load Live Load Snow Load Beginning End 8304 pounds 8046 pounds 0 pounds 0 pounds 13125 pounds 13125 pounds Member Forces Dead —Live Dead I Live +Snow Maximum Bending Moment: Maximum Shear:* 86018 ft-lbs. 7319 lbs. 223830 ft.-lbs. 18804 lbs. *Taken distance 'd' from slum= Allowable Stresses LDF = 1 LDF = 1.15 T Modifiers Bending, Fb ( +) Bending, Fb (+) Shear, ry Elasticity, E 2,156 psi 2,156 psi 165 psi 1,800,000 psi 2,479 psi 2,479 psi 190 psi 1,800,000 psi CP = 0.8983 la CR - 1.00 Required Section Properties Provided Section Properties Area, A = Sect. Mod., S Mom. of Tater., T - I48.64 in ^2 1,083.33 in. ^3 18,617.10 in. ^4 Arca,A= Section Modulus 2 12.63 in.^2 11168 in. ^3 17581.43 in.^4 Provide: 6.75 x 31.5 Glu- lam,24F -V4 11 • r r Engineering -16 -1999 07:561:1M FRCP, SEA -AIRE. !NC.. TO • aa.:...,•....nvn•.,,:.,.o.auo,a *.r<.': ^'nu,y.,test:.•,v�nw., n,,.,.�........M..... FAX NO. : 253 630 8151 Weights Feb. 23 1999 11:06AM P9 25363031S:1 P.05 341 ls �t.4.. 1.1 ,0 Nei Edw,►o G7� Tort %big 81.1 Maximum :knit Aneai Comer Weight (Lb.) And Center Of Gravity Or11/ntaions (In on Maximum waxy= (LW? CO,rw Might; (Lbef1 ,",Sent et (k) Tens MedN No. _9hippnp ,01.0- A 6 C 0 Ltingel Will 3 YCD030c/VCD037C 782/911 �]$Q51 209/217 158/139 : 1C/124 721/151 . *Me 19j20 ...+ YC+O�ACrYC+G.tiC 51 1/545 72 21622: 1 168 !2 131 tt2/183 ?!7�7 10!20 5 Y(',e080CJYCa001C 831!801 85817,3 2111230 1631176 126,137 152/170 22r.31 WA YC.1075C/•C.074C 935,956 /90!7E7 232/240 142/150 144/151 176'177 39/40 21/21 YCa3Ortf C013eeC 5!774• campmate 992,965 793,777 262/243 203/100 161/151 177(180 �ara9 21,21 't � 4 1D /044/1057 max 2,67/2011 ^3 a x61/165 191h'Z00 3737 Ccei 642 YCS102C/TC•1030 . 195/16.=. 462/1293 =325 2401326 165/23; 225/2110 31lIIM$ 206 IQ Y1a1208/1C4120C '8+k>U1lot 12x7/964 4 73 331/X2 2151171 276227 4I/31 25t0 Ypo121C 1501 1523 516 391 260 361 ' 46 :Vs Ye* 1EOCJYCac151C 139115 1300/154, .10/523 242/1:3 23/271 294/370 4/45 38/JC 18 YCs16081YC4a181C 19C6/2c76 1839/2017 51/693 387/507 250/345 357)02 41582 2» S 1x11 YC*210CYCx211C 1067/2547 1519/2086 !63'731 at3,S39 27W389 372/480 *53 29/30 20 Y002409/YC.241C 241 &2645 109612188 559'x51 ea.�ee 3Ob373 a69W84 O;Y53 35132 25 /06200W1C"301C 23.25/2€3 ?!0:3/2191 501/7 5 337/569 376,372 451 /496 88/53 35/34 NOT5: 1. Cones %ecru IN "AA b WOW Mr 04W .064111d,R4 1el ftw4t es avpoowd c«+awmr2 or 0 tiro 11 Mowileri irk asJ;oort 2. w$$ 11,1 e{>orortms. r,X%Valta aM,29x151.• wilt Ma eaerrvpnitTryw,y 4.Q'+Y womb. WO sower and lgoamol rum CHIT 25AMT, 0 mil OP MIMI i • r seer Engineerinq 02 -16 -1999 07:55AM AAA/' FAX N0. : 253 630 8151 Feb. 23 1999 1:06AM FPCM sEa -AIRS, .NC.. TO Weights Tab 87.1 Accessory Net WNe4Qn4s (Lns)' 2536 =08_51 P.04 TI r1 wi N CLtlWe Air Own= C�erate Han' LPG Ai `491f t,,,01 lint .,r .ten= Aacr mew 34541 Gammon on Zone mfr! Vitro Scene Moe N. Nut 1MC10hteo Mato :LID deft, tit Nil :4191e2e EJ71eust Onm Dry YCL CT/, a) WA 32 4 5 6 3 1 WA: WA �' 40 33 32 32 3 WA 5 c7 1 7.7.7.— I S : - YQ^341 A7s.009C.CTIG ;C2120C ocCm3.1gie YCC103 YCC 11W.21ZE " CD12t.'S1C c0 35 3: ' el; 5 N/A 5 1 73 2 55 60 32 20!. 5 N/A 3 95 : 2 2 YCC14Ce YCC151211 241C YCMo4& O rndowic YCKT +C11061.Ola.o$C.0010 102.1 s'YiC •�90 7v 3: iA.5 5 NIA 3 + 95 : -- OV 75 vG ri: -� WA 5 40 WA 02 NIA. 5 5 5 NIA WA 35 32 :UA a PYA 5 NIA 2 YCR 1?D8.160C YCH I a1, 35 35 32 YCFf5 5210C YCH121 ISIC "CN2405 YC/1151.211.241C 30 eC 32 NIA NIA 4 SPA 5 1 NIA 2 3 .WA 5 2 Y 13CCa.3C11C 53 75 32 NIA ., WA 3 N/A , 2 f 68 75• 32 N/A WA 5 1 VA •• 2 NCTa31 1. IAN en 1 pewcr1N. 2. Nr ewe! moue so maw totem W k1M when eteMMQ MGYy we ded seeeire.i 1 3. 1'C /102420150tatellealw OOIVt1 Y/econom1fs miaow net caOKtw x e9' 1 .:T Pee erNt, mom wooly ne eieseMy ■ .99A 201. .03. Theis 010.014 n ame.ifeh rT Uu cwliasael macaws 1. Cowb.en* S N 1 a.Wete cn at maeah Mho 041 lOtnenda 1111106 WI01eMeW. .pt • \,..A.;‘,11.;140470.44',1.„rt,,,,‘,€, ' Aft TIRANE YC.D-7 September 1997 Packaged Gas/Electric Rooftop Units VoyagerTM 3 through 25 Tons — 60 Hz RECEIVED crry OF TUKWILA I .0 maw All dimensions are in inches. Dimensional 3 -5 Ton Standard Efficiency Data 3 -4 Ton High Efficiency EVAPORATOR SECT ACCESS PANEL CONDENSER FAN 5 1/4" TOP PANEL 1/2" NPT GAS CONN. /2" CONTROL & COMPRESSOR ACCESS PANEL 83 1/16" 6 3/32" 46 9/16" CONDENSER COIL 02" HOLE (UNIT POWER WIRES) 07/8" HOLE (UNIT CONTROL WIRES) 43 1/16" 39 3/8" 1 13/16" 77 1/4" 1 13/16" 12 11/16" 14" 77 5/8" 43 3/8" CLEARANCE 36" , /CLEARANCE 18" HORIZONTAL 36" DOWNFLOW TYPICAL ROOF OPENING CLEARANCE 48" 72 39" ' 46 9/16 CLEARANCE 36" Dimensional 3-5 Ton Standard Efficiency Data 3 -4 Ton }high Efficiency All dimensions are in inches. Downflow Duct Connections — Field Fabricated Horizontal Unit Supply /Return (4 and 5 Ton Models Only) 73 *WE' Table 9 -1 General Data General Data 3,4Ton Standard Efficiency 3 Ton Downflow Units 4 Ton Downf low and Horizontal Units YCD036C1 YCD036C3, C4 YC *048C1 YC *048C3. C4, CW Cooling Performance' Gross Cooling Capacity 37,400 37,400 49,900 48,900 SEER' 10.00 10.00 10.00' 10.00 Nominal CFM /ARI Rated CFM 1200/1200 1200/1200 1600/1600 1600/1600 ARI Net Cooling Capacity 36,000 36,000 48,000 47,000 System Power (KW) 4.01 3.99 5.34 5.26 Heating Performance Heating Models Low High Low High Low High Low High Heating Input (Btuh) 80,000 120,000 80,000 120,000 90,000 120,000 90,000 120,000 Heating Output (Btuh) 62,000 94,000 65.000 97,000 70,000 94,000 73,000 97,000 AFUE %1 78 78 81 81 78 78 81 81 Steady State Efficiency ( %) 80 80 81.0 81.0 80.0 80.0 81.0 81.0 No. Burners 1 1 1 t No. Stages 1 1 1 1 Gas Connection Pipe Size (in.) 1/2 1/2 1/2 1/2 Compressor No./Type 1 /Ciimatuff® t/Climatuff 1 /Climatuff 1 /Climatutf Sound Rating (GELS)' 8.2 8.2 8.6 8.6 Outdoor Coll • Type Hi- Performance Hi- Performance Hi- Performance Hi-Performance Tube Size (in.) OD .375 .375 .375 .375 Face Area (sq ft) 5.87 5.87 7.43 5.87 Rows /FPI 2/16 2/16 2/16 2/16 Indoor CoII • Type Hi- Performance Hi-Performance Hi- Performance Hi-Performance Tube Size (in,) .375 .375 .375 .375 Face Area (sq ft) 3.67 3.67 4.83 4.83 Rows /FPI 2/15 2/15 2/15 2/15 Refrigerant Control Short Orifice Short Orifice Short Orifice Short Orifice Drain Connection No. /Size (in.) 1/ 3/4 PVC 1/ 3/4 PVC 1/ 3/4 PVC 1/ 3/4 PVC Outdoor Fan - Type Propeller Propeller Propeller Propeller No. Used /Diameter (in.) 1/24 1/24 1/24 1/24 Drive Type /No. Speeds Direct/1 Direct/1 Direct/1 Direct/1 CFM 3150 3150 3940 3630 No. Motors /HP 1/.25 1/.25 1/.33 1/.33 Motor RPM 850 850 1075 1075 Indoor Fan • Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No. Used /Diameter (in.) 1/9 X 9 1/9 X 9 1/12 X 9 1/12 X 9 Drive Type /No. Speeds Direct/2 Direct/2 Direct/2 Direct/2 No. Motors 1 1 1 1 Motor HP (Standard /Oversized) .33/.40 .33/.40 .50/.75 .50/.75 Motor RPM (Standard /Oversized) 1075/1400 1075/1400 850/1040 850/1040 Motor Frame Size (Standard /Oversized) 48/48 48/48 48/48 48/48 Filters - Type Throwaway Throwaway Throwaway Throwaway Furnished? - Downtlow Yes Yes Yes Yes Horizontal - - Yes Yes (No.) Size Recommended (2) 20 X 25 X 1 (2) 20 X 25 X 1 (2) 20 X 25 X 1' (2) 20 X 25 X 1' Refrigerant Charge (Lbs of R•22)' 5.6 5.6 6.6 5.6 NOTES 1. Cooling Performance Is rated at 95 F ambient, 80 F entering dry bulb, 67 F entering wet bulb, Gross capacity does not include the effect of tan motor heat. ARI capacity Is net and includes the effect of fan motor heat. Units are suitable for operation to x20% of nominal cfm. Rated in accordance with ARI Standard 210/240 or 360. 2. SEER Is rated at ARI conditions and In accordance with DOE test procedures. 3. Heating Performance limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above sea level. 4. AFUE Is rated to accordance with DOE test procedures. 5. Sound Rating is rated In accordance with ARI Standard 270 or 370. 6. Refrigerant charge Is an approximate value. For a more precise value, see unit nameplate and service Instructions. 7. YCH048C model requires (2) 16 x 25 x 1 filters, 8. Horizontal models have 8.95 SEER. *Indicates both downllow and horizontal units. 9 Pe,rrn-t CDOra PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0049 PROJECT NAME:. S P RICHARDS XX Original Plan Submittal DATE: 3 -5 -99 Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued I2EPARTMENTS: BAA Division Pub lc Works ado Fire Prevention 4/6- 34 r1 ❑ Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete L Incomplete n Comments: DUE DATE: 3 -9 -99 Not Applicable n TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -6 -99 Approved Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS. 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