Loading...
HomeMy WebLinkAboutPermit M98-0196 - SPRINT PCSrin+ City of Tukwila C Permit No: M98 -0196 Type: B -MECH Category: NRES Address: 17430 SOUTHCENTER PY Location: Parcel #: 262304 -9110 Contractor License No: MACDOM *248J9 MECHANICAL PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 TENANT SPRINT PCS 17430 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT JESSE MONTEZ Phone: 206 - 768 -4288 7717 DETROIT AV SW, SEATTLE WA 98106 CONTRACTOR MACDONALD MILLER CO Phone: 206 763 -9400 7717 DETROIT SW, SEATTLE, WA. 98106 ********************************************** * * * * * * *** * ** * * ** * * * * * * ** * * * ** Permit Description: INSTALLATION OF 2 NEW GAS /ELEC ROOF TOP PACKAGED UNITS WITH DUCT WORK, THERMOSTATS AND GRD'S. UMC Edition: 1997 Valuation: Total Permit Fee: (206) 431 -3670 Status: ISSUED Issued: 10/16/1998 Expires: 04/14/1999 5, 389.00 91.25 ******* flk*************• k*********************** * * * * * * * * * * ** * ** * * *•k **. * * * * ** d1A._ /. Signature Permit enter Au horized Signature Date 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 bu lding permit. Signature: Date: f5 Print Name: �. -?? i Tom- T i t i e : .L1'" 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. Project Name/Tenant: Description of work to be done: y paw enA.9(6( c.. o4 -be - 1 ac&aga-d UIm•FC• tuf Ja.cJ .'rr -k— 'i"ht;R.w�ca w►,cL G 12D's • Value of Construction: ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting Site Address: (74 30 Soui - ?kv.) I TA Ku,1Lk I OA QRt City State /Zip: :: Tax Parcel Number: 242304 -gfio Phone: 503 -6f/ - 9so0 Property Owner: 1v1 . t -1hsto, Street Address: ?!o 0 c•. 4.1, • u. l • City State /Zip: • O Fax #: Contact Person: -..I s.Se. M o City /State /Zip: Phone: Zo6 Street Address: ?711 - 17 - 77.-017 - 7 4 4E 5& 5 City State /Zip: (-ALE GA4Sfab Fax #: 206 -768 -42£39 Contractor: Mec ." A"L.er Co Phone: zo6 - 76 2- 4teg Street Address: City State /Zip: 7 17 _, ; . T 4c) Su) . ; ! "_r -/06 Fax #: 2 - 76g- eiV(/ Architect: ' MASIGiojis TuE.LE AtZ-H+TtF_G,_Tuti Phone: t -816 - ai -- 11375 Street City State /Zip: gib U., . 19 1 Te,rr c,E., K•S. /V1 Coo 1o13 Fax #: 1 f 16- t42 - tZ4z- Engineer: •Fke)derc.o•, "Epee 10c. Phone: ( -9I - "f i ? 77 Street Address: City State /Zip: I( L 27 U.5. 5r' 1 F.e.lEr.A K S x$ Z i 4 Fax #: I-113- 4q . - 34 z MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done: y paw enA.9(6( c.. o4 -be - 1 ac&aga-d UIm•FC• tuf Ja.cJ .'rr -k— 'i"ht;R.w�ca w►,cL G 12D's • 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 Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby Miscellaneous Permit Application APPLICANT. REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS . ❑ Channellzation /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ 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 0 Deduct 0 Water Only Size(s): Size(s): Size(s : Est. quantity: gal Schedule: DI Moving Oversized Load /Hauling WATER METER DEPOSIT /REFUND BILLING: Name: Address: Date application accepted: MISCPMT.DOC 7/11/96 CITY OF - 'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Date application expires: -� -1 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Permit Number: I Phone: 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. App a tlon taken by: (initials) BUILD' k • ' R.ORiTUTH 0; % , GENT: 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 Submit checklist No: M -9 Signatur- -�d � m , // ,,,,, Antennas /Satellite Dishes Submit checklist No: M -1 Date: • Awnings /Canopies - No signage Print name11 1 .� �,_� 0 t/ n It L Phor�: „. - Fax , ' 7 7 Commercial Reroof Address: 7 7� 1 ) e � - .�i / //. , Ci�yiStal / J / it gm �e l�cs'T l© EI 0 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 Submit checklist No: M -9 0 Antennas /Satellite Dishes Submit checklist No: M -1 El Awnings /Canopies - No signage Commercial Tenant Improvement Permit 0 Bulkhead /Dock Submit checklist No: M -10 0 Commercial Reroof Submit checklist No: M -6 El Demolition Submit checklist No:, M -3, M -3a EI Fences - Over 6 feet in Height Submit checklist . No: M -9 Land Altering /Grading /Preloads • Submit checklist No: M -2 El Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 2r Mechanical (Residential 4 Commercial) • Submit checklist No. M -8, , Residential only -t H -6, H -16 O Miscellaneous Public Works Permits Submit checklist No: H -9 0 'Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 • El Moving Oversized Load /Hauling Submit checklist No: M -5 El Parking Lots Submit checklist No: M -4 El Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist No: M -6 0 Retaining Walls - Over 4 feet in height Submit checklist No: M -1 El Temporary Facilities Submit checklist No: M -7 El Temporary Pedestrian Protection/Exit Systems Submit checklist No: M -4 0 Tree Cutting Submit checklist No: M -2 ALL MISCELLANEOUS PE IT APPLICATIONS MUST BE SUBM 1 D 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.) 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 ! 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. MISCPMT.DOC 7/11/96 CITY OF TUKWILA .• Address: 17430 'SOUTHCENTER PY . Pernii t •No: M98-0196 . Suite . . . . Tenant: SPRINT PCS• . :- Status: ISSUED' ' • Type : 8 -MECH , — - Applied: 10/06/1998 Parcel #: 262304-9110. , Issued: 10/16/19943' ****A * ./.. *.* 4, A -,I, 4, * * : it Ickle . 1t lt 1/ .04. .1k sit .14 14 ile * .k liqick ** . 444 4 lc'%** 14 A I t * Permit Conditions: . . 1 . No changes w i l l he made to the plans ',unless ',approved 'by the. Architect or' Engineer and 8u1 lding • 0 i v i s ton .. 2. Al 1 permi ts , inspe:cti,oraCOedii';4nd40OpOyed p Vans,. she 1 1 : be a v a i l a b l e e at the .j01::s4te'..'pr for to th'e• any con - • , : struct i on .• • Thes.6::•:;;*CUMents are to::::0 b ma I n t aitn0:,...an and .' a va i 1 -. . . a b l e un t i 1 f i n a l ';Ap ec tion ;60p roiI i s g r a n t e d . ,;;„' 3. Al 1 construction to be c, done i n',-. cdnf Oir.,:nian0a..'1th • aPp . . 'p•1 ans and .rtatiii i raments.. Of the Up iforM 'Buil ding, Ed i t i on ) ..,,i4s„ • a mende'd" Un i forni 'Mai. ) .t and Was11Angton State Energy Coda.; (1997 : E d i t i o n ) . ; , 4. E 1 e ctriCal pa i"iwi, t s shal 1 be a tii through tb■k:-Washington, ,S t a teGify ts i on of Labor and • ;Indust).,..les and 31 1 ao work A4V11,- insp`aoted'::t6il'tnat agency . (248-6636:.. .,*.'''''' ., ....,.. 5. P1 Umb:116g . 00711) i t,s' s ha 1 •`% he o 6't a ,1,,ned through the '3 a t t' Kg1 County 9.a0a'r t man t of Pub 1 i c iiaa 1 t h . ; : : = . : : ' plumbing . w i 1 l' be • inspected by that agaii ud i ng- " all gas piping (2964722 ,.,: .,- ''''‘i•, .. •./1" ' "•••-• '4'',:" 6. MANUFACTURERS ? IN$1 • ON -1,, • ;'' ,0 . • FOR:','; ,,,,',•'' . : .. ,,,.:, • , ,,,.. ii,. .,•,,• • 1.'vn. 7. Val fd i t' of Perm i t..'. • The,*.ASSUance,.'0‘f '.:a- it • o r approval krott al ' ,f0 ' , , ..,„ , q 01an. , ,,s0,ac i f1 cattorisy.' and - :'9 . ...g.n).Pu 1:.,l'oris : shall not be :630=1 ..strii,ad fii'''•1:)e, la per.01t! tor or an •approvalfr of , ' any ,v,i,o ta ,of '' ±.7l _: tha"':,..proviSc•tonS tha:'.,biiii-d or .ofs .i ot i l 0 i 1 - % ordlnan of - the .5 u r i sd i et ton . .,N15 - 'OrMi t; p re'sqq1.4Y6' • g i ve,..4uthoOty''.. • violate . or caic,a1) 0e,..0royii onii of . t hi s , . ,, • S, C 0 ti i . 0 a 'nil `;zbe va.1 iid .• i .' P - ; •%,. ; ', .'; • z.t••;' ;•;""4-; ; : ' ■ 4 .: / e ; . • 1 -.. Ck i . . . ,'..4YA • i: ;., 'V . 1' , ' ''' • t.f • •,' If, .re e ..0 • , , f, k • • (N . : , . . f 5vyi •• \;:: i•,',--, I ,;! • . .1 ' ,,,,,,,, ,. • . • . • ..., . 4 ;:t;+ , ,S, . , :f; ,„ ,-;,, 4.,..,...,:: • • ,, - .. o' \\,:id-::•,,, , ii., It . ' •:'.'. ii,'' .4,:!'''-. .-..!.. - - , 0 ;;: ii:, ;',4 .•;':, , . . ' .,;: • • . oii'''''' JO" • 4 ., ' ' — . ‘ ,.', .:. ; ,p , •.' , t V '., , :•'' .' '' • '''''Pi' V '''',.),, '''? 4! i''''' ' . ', /04(i f • . ' • 0 . ,,, '''''k, kett4;le7 ' .. 4 .• ,,„,,........446,:,;:! . • • . • ,, :, • .,..• •e . . . .. • . . . . ACTIVITY NUMBER: . M98 -0196 DATE: 10 -6 -98 PROJECT. NAME: SPRINT PCS xX: Original. Plan Submittal Response to Incomplete:Letter 'Response to Correction Letter # Revision # After Permit Is Issued D EPARTMENTS: Bu' g Division e- v\ 10 - 318' ' ublic orks Approved E \PR4ROUTE,OOC 6/98 eboleci co PLAN E IEW /ROUTrNG SLIP Fir #ITrevention U � �'1� tructura C Planning Division Permit Coordinator It DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ri Comments: DUE DATE: 10 -8 -98 Not Applicable E TUES /THURS ROUTING: Please Route No further Review Required E Routed by Staff C (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 - - 98 Approved C Approved with Conditions C Not Approved (attach comments) C REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions Not Approved (attach comments) C REVIEWERS INITIALS. DATE: *. * * * *A**A * *A k *k *** A A *A* *A **** * * *kA *A *A *A *A *A k k•k;1 ** *AkA k*A *.V *A•A A CITY OF TUKWILA. WA TRANSMIT h** *AA* *k* **kk *:k*AkA *i 4 *h* * *• N.I chA** *hN *4.kA ***kkAk *A * ** *A•A•:1*A** ** TRANSMIT Number: R9700049 Amount: 91.25 10/16/91 16 :16 Payment Method: CHECK Notation: MACDONALD MILLER Init: fLH Permit No. M9B- -0196 Type: R•-MECH MECHANICAL.. PERMIT. Parcel No: 262304.9110 S i t e Address 17430 SOIJTHCEN l E R PY Total tees. 91.25 This Payment 91.25 Total ALL Pmts: 91.25 Balance: .00 *,t * * **All•*AAA*A* AAA*,1 di• A*i 4**** lv****** k** A * **1AkA ** * ** * * **4 *a1 ** * *•k ** Account Code 'Description 000/345.830 PLAN CHECK _. ;NONRES 000/322.100 MECHANICAL •- NONRES Project Name Sp 1 + P S Address /7 '1)3 ) v &1 FINALAPP.FRM Retain current inspection schedule Needs shift inspection 1 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signal' re rr ..,nl � •.`; 's y^ _ ", R.' i Y W�a; ' ^ Y .A:i? �raur :; r t,]FYf «n.u•,'u+11;��� .,,S.. j. , �t.{;�:3' 1.4.44V7i . W'L'.,"1144,..,.._. y1i t'tar" '•i `i. � ^`. ° y q'{ .lr t v � •4D °� �. ';'n:... � l'{^ .. � M.:a.E'�• � uC', � :�<7 i `'' City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM f( f( 5 // Permit No. / — U/ 9y John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # /0— 1 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 . • Plane: (206) 57.5-4404 :• F (206) 575.4439 'SoPr -i' XIT" T y po jli f Vlut - r /`'/ i Address: Date called: Special instructions: / p 'TT _ Date wanted: /0 2-, � VTI r Requester: Phone No.: A CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 r -- Approved per applicable codes. COMMENTS: INSPECTION RECOO Retain a copy with p ;it Inspect` $42.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. Receipt No.: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Project: 5 , Typo lnspe Ad rd es > '-. ' �'� 1 Date called: Special instructions: Date wanted.,, a 1. Requester: c/ Phone No.: 3�""" m'- "»�.�:r_a�*a.i:�^'-- ��.i -�^a�r , .ter.- ���wa�c�� . �r'JQa'�ti"•+AZS�- r.-.:.yw.+ ,:,e.�..;:r -� - .= ,— ..�.,...a..::.�.. -.�� 4 INSPECTION RECOp. Retain a copy with pe ..:,,At INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. M99 -o' f PERMIT NO. (206) 431 -3670 OMMENTS: CeetG /,C/Cn Corrections required prior to approval. r $42.0► REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Air Density: Air Specific Heat Density- Specific Heat Product Latent Heat Factor. Enthalpy Factor: Seattle, Washington 47.0 deg 122.0 deg 8 3888 29.51n Hg Project Name: Spnfit PCS Retell Store DaIa,et Nums: GASERINTF11198290VAECHILOADS1290 1SYS.LDS Project Name: Dateeet Name: Location: Building Owner: Program User: Company: Comments: 0.0749 !Wu ft 02444 Btu/lb-deg F 1.0988 B6dhr -tiro -deg F 4,836.9 Btu- mMilrr -cu ft-b 4.4053 lb-min/hr-cu ft TRACE® Load 700 version 2.0 By Henderson Engineers Inc Design Simulation Period: June through November Cooling Load Methodology: TETD -TA1 Heating Load Methodology: UATD Sprint PCS Retail Store GASPRINTR1 Tukwila, Washington Mall Pat Beedlea (proto -esd) HEI Print out Title, Zone Checksums, Peak Cooling and Peak H Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: 80 F 84F 26 F Summer Clearness Number: 0.95 Winter Clearness Number. 0.85 Summer Ground Reflectance: 0.20 Winter Ground Reflectance: 0.20 TRACED Lead 700 calculated at 10:43 AM on 10/05/1998 iza:to qS 1141 D 3 k�r 0 z . co N w RTU -1 Peaked at Time: Outskie AIr. COOLING COIL PEAK Monir: 8 / 10 OAOB/1NB/HR: 69 / 60165 Space Rat. Air Ret. Air Net Percent Sens. + Let. Sensible Latent Total Of Total Blob Btuh Btuh Btuh (9L) Envelope Loads Skytie Solr 0 0 0 0.00 Sky99e Cond 0 0 0 0.00 Roof Cond 0 -188 -188 -020 Glass Sokr 27.900 0 27,900 .29.77 Glias Cond -1,825 0 -1,625 -1.73 Wall Cond 13,630 5,698 19,326 20.63 Partition 0 0 0.00 Exposed Floor 0 0 0.00 Infiltration -723 -723 -0.77 Sub Total =_> 39,183 5,508 44,691 47.69 Internet Loads Lights 14,408 1,903 18,311 17.41 Peop4e - 14.699 14,899 16.90 Mlsc 16,041 0 0 16,041 17.12 Sub Total re> 45,348 1,903 0 47,251 50.43 CeHing Load 7,411 -7,411 0 0.00 Outside Air 0 0 0 - 1,916 -2.05 Sup. Fan Hut 2,451 2.62 Ret. Fan Heat 0 0 0.00 Duct Heat Pkep 0 0 0.00 OVNNDRSizing 1,227 1,227 1.31 Exhaust Heat 0 0 0 0.00 Terminal Bypass 0 0 0 0.00 Grand Tofel o> 93,159 0 0 93,703 100.00 COOLING COIL SELECTION System Checksums By Henderson Engineers Inc CLO SPACE PEAK Moat: 7 /10 OADB: 70 Spice Percent Sensible Of Total Btuh (%) 0 0.00 O 0.00 0 0.00 - 31,800 35.74 -2,368 -2.66 13,257 14.90 0 0.00 0 0.00 -910 -1.02 41,782 46.96 14,408 16.19 8,277 9.30 16,041 18.03 38,726 43.62 7,241 8.14 O 0.00 0.00 0.00 0.00 1,227 1.58 0.00 0.00 88,877 100.00 Total Capacity Sens Cep. Cott AIM Enter DBIWBIHR Leave D6JWBIHR tone IIABh MBh dm F F grlb F F gdtb Male Clg 7.8 93.7 87.4 5,514 74.7 62.4 65.8 59.9 56.7 84.8 Aux Clg 0.0 0.0 90 0 0.0 0.0 0.0 0.0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ToteJs 7.8 93.7 Project Name: Sprint PCS Retell Store Dataset Name: G:ti SPRINTRT198290 WECHILOADS1290_jSYS.LDS HEATING COIL PEAK Mo/Hr. 13/ OADB: 28 Space Peak Coil Peak Percent Space Bens Tot Sens Of Total Btuh Btuh (%) 0 0 0.00 O 0 0.00 0 -4,428 6.32 -- 0 0 0.00 - 13,623 - 13,623 19.45 - 16,829 - 23,131 33.03 0 0 0.00 0 0 0.00 -4,835 -4,835 8.90 -35,287 - 48,014 65.71 O 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 - 10,728 0 0.00 0 - 24,011 34.29 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 - 46,014 - 70,026 100.00 AREAS Floor 2280 Part 0 ExFir 0 Dross Total Glass sq H (%) Roof 2,280 0 0 Wen 1,668 300 18 Single Zone TEWIPERATURES CIg Htg BADE 60.3 77.6 Plenum 85.3 55.2 Return 75.0 70.0 ReVOA 74.7 06.0 Fn MtrTD 0.0 0.1 Fn BIdTD 0.1 0.1 Fn Frtct 0.3 0.3 AIRFLOWS Cooling Heating Vent 497 497 Inill 100 100 Supply 5,514 5.514 Inincfm 0 0 Return 5,414 5,614 Exhaust 444 597 Rm Exh 200 0 Anil . 0 0 ENGINEERING CKS % OA cfmisq ft Orton sq futon Bturhr -sq ft No. People Cooling Heating 9.0 9.0 2.42 2.42 706.10 291.99 41.10 30.71 33 HEATING COIL SELECTION Capacity Coll Airfl Ent Lvg MBh cfm F F Main Htg -70.0 5,514 66.0 77.6 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 5,514 66.0 59.9 Reheat 0.0 0 0.0 0.0 Humldir 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Tote/ -70.0 TRACED Load 700 calculated at 10:43 AM on 10/05/1996 W w Amok M ACD ON ALD- MILLER CO. MECHANICAL CONTRACTORS "M EM wear E S.W. 1M t- w -24aw PHONE (206) 763 -9400 FAX (206) 767 -6773 V' APPROX. 4' UNIT HEIGHT 1f NO SCALE NOTE: 5PRI NT/ PCS APPROX. HEIGHT 14' 16 MIN EQUIPMENT ELEVATION DETAIL RT0 _ SHOWN. OTHER UNITS SIMILAR. 4' LOWEST PARAPET HEIGHT BLDG. FRONT tr 1 3 Ma August 19, 1998 McDonald Miller Company, Inc, Mr. Jesse Montez 7717 Detroit Ave,, S.W. Seattle, WA 98106.1903 RE: Parkway Supercenter Sprint Tukwila, Washington Dear Jesse: Attached please find calculation sheets, 1 through 5, dated August 19, 1998, which verify the structural adequacy of roof mechanical supports for the Parkway Supercenter, as shown on drawings Si through S4, dated August 19, 1998. Design is based on the requirements of the 1994 Uniform Building Code, as amended by the State of Washington. If you have any questions or require further information, please call. Sincerely, Jarod M. Winnen Project Engineer Attachments IJMW*497552.034 3cal.doc fr C-Pe1", 6,1j,...••■•■■•••■-• 1 EXPIRES: 9/12/00 • RECEIVED , CITY OF TUKWILA OCT 0 6 1998 7 S.W. Filth Avenue, Suile 2500 Portland, OR 97204.3626 (503) 227.3251 Fax (503) 227.7980 Seattle Portland San Francisco Los Angeles Phoenix San Diego tiq6-o PERMIT CENTER 6 " -18 GA. JOISTS 0 24" c.c. ib MPSON LST145 4' -0" o.c. D 100' -0" 35' - 0" GL Si'Bx24 36" TJW 6 4' 0 D -I 36" TJW B 4' -0" O.G. 1, 4 ' -1I MST136 STRAP 0 4' - 0" oz. 2x BLOCKING 6 4' -0" O.G. INDICATES TYP. PLYWOOD LATOUT r_ L- J /A-D &W b. e"-I.v a A-T/ P P-vo •Po.-A-N.S 30' - 0" G - 51/8x24 SIMPSON MSTI36 STRAP A LOCATION OF EACH WALL ANCHOR 0 OPP.F t 2r - 011 r_ r i L'J r 4 �� L t L`_ J SIMPSON PAl23 WALL ANCHOR B 45" o.c. (TYP.) 2" WIDE x 18 GA. STRAP TIE A 4' -0" O.G. REF. 3/563 S" INDICATES MECHANICAL LOADING= ZONE. ROOF JOISTS SHALL BE DESIGNED FOR AN ADDITIONAL 550 L. POINT LOAD LOCATED A MAXIMUM OF 5' -0" FROM GRID LINE B. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT SHOP DWCs5. SHOWING LOCATIONS OF MEC.1ANIGAL UNITS 4 CONNECTION DETAILS TO ROOF FRAMING FOR APPROVAL PRIOR TO MECHANICAL UNIT INSTALLATION. (3 4/ Li 0 Consulting Engineers ' ot. cation chew Podionc OlegOn 3 I. " zi'o cs rtt, ck 4 By Dole Revised !Dote TA-( Sheet No S f\t, C- /0 LT — '2- rsi EA.) 1-0 c....k9 0 M (5 , r — I JCID No S—S-2 • MF - re-eV SIN (LA (z+5 7 ,t..usT -- c.A -rcft Cz-) 3' S'n - Lkse S isesoi& LLtS 2_u H4A ,Cf- f- Zit- Arm t1 L US 2- G. 14•41 —t-5 Z - L� MOH. CAA/ IT- 1 u - t (Ws C� / Mac OAP 2Ttl -Z C_v! ° IZoo ) 2_4-6 c 36" I sva vro " D.c Pokb. A SC . 4 - - t r ` - o 'r Y CG 0 0 . • ' EffaCcnsvitinp Enpineets colcne Checon J jt • LOCOtuo By .... 77,1„, / Dole CO4 Reytseb sooe, No. 53 Job No. c r r'Z-u Dote _L— r ir _LS lc:C rvcn_L ro -vouloi) 51.1 le4.1.1. or' gor "2/11 sty Nosd%10 ($ fc os,) ts , S-21 cR - 1 <li /1 0 71, : i 1/.1 eiStAild aIC a S-Dd d 5 to.Dol A —4 - 2 I Sill 8100 , 4: '4 f s-s11-21 -EPF ucdah,D s'uca.03 siaauidu3 dultin$uog • - 1 - acd . 1/ - 31i/ /. 1 Consulting Enpinee/s Coen; PO?IOnC. OIegon Z 1.')Y (7 oraec' t ��k -W�O,4 �G —i LOCOLO" F, - /Z'• o /1 (� / s . s �) ( r:: i6 ') 9. 2— 9- 25 .S C , - S %'-� • 9 z = / 93 2 q- ,,/r C V co 000 r el./ WL % Zs — r SF CL.'D'l _ /0.0 Fo • C43, r•� 6,r 4•o K• s' I i ` 6s /4 s, 2.5 1 e� • •1 C: c ,fLL.f )c zt-• s ) Dole J /�7.C3 (Revised Dore Sheet No Job No 4 O Consullinp Engineers r ?• ! \ A..) c; �✓ 3v 40.Z o■ec LD:ober c_ F , ` c b = /yo ft , C i./s) = j Z/ tr. S— 2 . - p.r G.. a � r - z a,v.,45r) 3(z ti_ ; k: taco) _ r� �J)(z _ /s 6, z �sl !Dole Sheet NO J0b NO D.7Cs- ir 1.6Ok /ft 1 1111111141<< 11111i111111111114 RI= 21.369k Vnuax @ left = 21369 k 25.50 ft 0.6fk Ain= = 138.52 k•fl n112.62 ft front left Dnutx = - 0.9652 in at 12,72 ft front left Rr.= 2/.280k 'ntax (! rt = 21.280 k 'wa KPFF Consulting Engineers Portland, OR Description 25'6" GL 6 -3/4 x 25 -1/2 Center Span Left Cantilever Right Cantilever 25.50 ft ft ft On Center Span... # 1 1.600 k/ft Magnitude Location Summary 1.200 k 9.500 ft Moment of Inertia Elastic Modulus Beam End Fixity 0.650 k 17.000 ft Moments... Max + @ Center 138.53 k -ft at 12.62 ft Max - @ Center 0.00 k -ft at 25.50 ft @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Maximum = 138.53 k - ft On Left Cantilever... #1 k/ft Shears... © Left @ Right Maximum Deflections... @ Center © Left Cant. @ Right Cant Title : Sprint PCS Mecl 3mina Job # 97552.06 Dsgnr: JMW Description : Parkway Plaza Pad A Scope : 9,327.000 in4 1,800 ksi Pin -Pin k ft 21.37 k 21.28 k 21.37 k k ft -0,965 in at 12.72 ft 0.000 In at 0.00 ft 0.000 in at 0.00 ft Date: 4:03PM, 19 AUG 98 Rev 5D1001 Single Span Beam Analysis Page 1 General Information 1 Uniform Loads 1 On Right Cantilever... # 1 k/ft Point Loads 1 Reactions... © Left @ Right k ft 21.37 k 21.28 k . UNIT 487J NO MINA L STA FD JARD NET COOLING CAPACITY (Btuh) TOkw L SEERf EER SOUND RATING (Be Is) Belt Drive Direct Drive 004 3 1200 35,000 4.0 10.0 9.7 8 .7 8.2 005 4 1600 47,000 5.5 10.0 9.7 8.6 8.2 . 006 5 2000 57,000 6.7 10.0 9.7 8.5 8.2 UNIT 48TJ NOMINAL TONS STANDARD CFM NET COOLING CAPACITY (Btuh) TOTAL kW EER SOUND RATING (Bela) IPLV 007 6 2100 72,000 9.0 8.2 •• _gip 008 71/2 2800 85,000 8.9 8.6 9.35 009 81/2 3000 99,000 .1 9.0 8.6 9.00 012 10 4000 117,000 13.0 9.0 8,8 9,35 014 121/2 4500 145,000 16.1 9.0 8.8 9.20 016 15 5250 178,000 20,7 8.6 8.8 10.70 020 18 6000 190,000 21.3 8.9 9.0 9.20 024 20 6200 222.000 25.5 8.6 9.5 8.80 028 25 7200 268,000 31.4 8.5 9.5 8.40 TU - I NT/ Pcs ARE* capacity ratin0 (53o ts• LEGEND BeIs - Sound Levels (1 bel = 10 decibels) db - Dry Bulb EER - Energy Efficiency Ratio IPLV - Integrated Part -Load Values SEER - Seasonal Energy Efficiency Ratio wb - Wet Bulb 'Air Conditioning and Refrigeration Institute. (Applies only to units with capacity of 65,000 Btuh or less. ",The IPLV applies only to two -stage cooling units. .d ES: ated in accordance with ARI Standards 210/240.89 (for sizes 004 -012) or 360 -89 (for sizes 014-024) and 270-89. e. The 48TJ028 is beyond the scope of the ARI certification program. 3. AR! ratings are net values, reflecting the effects of circulating fan heat. 4. Ratings are based on: Cooling Standard: 80 F db, 67 F wb indoor entering -air temperature and 95 F db air entering outdoor unit, IPLV Standard: 80 F db, 67 F wb indoor entering -air temperature and 80 F db outdoor entering -air temperature. 921 Mq6-01q6 RECEIVED CITY OF TUKWILA OCT 0 6 1996 PERMIT CENTER 1, City of Tukwila Fire Department Fire Department Review Control #M98 -0196 Re: Sprint PCS - 17430 Southcenter Parkway Dear Sir: October 9, 1998 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number 2 Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 Detach And Display CrrtiliL.nk. DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 MACDOM *248J9 08/01/1999 EFFECTIVE DATE 04/29/1976 MACDONALD MILLER CO 7717 DETROIT AVE SW SEATTLE WA 98106 Detach And Display Ct ri t rats. ROOFTOP UNIT SCHEDULE (NATURAL GAS HEAT) MARK MANUFACTURER MODEL NOM. TON SUPPLY FAN GOOLING COIL HEATING CO1L MIN. 0/A CFM V/PH/HZ WT..' NOTES GFM ESP (150 HP TH (MBH) 5H (MBH) GAP (MBH) EFF. (%) 050 5/A DIFF. TITUS PAS CEILING PERFORATED LAY -IN, 4 -WAY THROW r EXHAUST GREENHEGK CEILING 5P -12 140 050 DIRECT 190 aR'I1! h'" ; CARRIER 48TJEOO4 3 1200 035 0.40 36.6 26.0 55.2 80 120 205/5/60 621 A,B.GO,E,FO .RTIU 2 CARRIER 451 1 I/2 3000 035 100 59.0 66,9 1000 AO 300 200/3/60 555 A,B,GOF,6 NOTES: A. PROVIDE WITH 1-DAY PROGRAMMABLE THERMOSTAT WITH STAGED HEATING AND COOLING CAPABILITY AS REQUIRED FOR OPERATION OF AUXILIARY HEATING, AND 000055 CONTROLS. B. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL SMOKE DETECTORS iN ALL SUPPLY AND RETURN AIR DUCTS IN UNIT5 ABOVE 2000 GFM (55 REQUIRED BY CODE). G. PROVIDE FLEXIBLE DUCT CONNECTORS AT ALL 00555001055. D. PROVIDE MINIMUM 12" HIGH INSULATED ROOF CURB. E. PROVIDE OVERSIZED MOTOR. F. PROVIDE FACTORY INSTALLED LOW AMBIENT GONTROL TO 25 °F. G. PROVIDE 2 SETS OF I" THROWAWAY AIR FILTERS. REPLACE FILTERS JUST PRIOR TO AIR BALANCE. H. HEATING CAPACITY (MBH) 5501. 15 MINIMUM REQUIRED OUTPUT. •• WEIGHTS INCLUDE ALL OPTIONS PLUS ROOF CURB. FAN SCHEDULE MARK SERVICE MANUFACTURER MOUNTING MODEL GEM ESP (IN) DRIVE WATTS. RPM V/PH/HZ NOTES 050 5/A DIFF. TITUS PAS CEILING PERFORATED LAY -IN, 4 -WAY THROW r EXHAUST GREENHEGK CEILING 5P -12 140 050 DIRECT 190 1550 115/1/60 A, 5, G, 0, 5, F, G 2 " EXHAUST GREENHECK CEILING SP -121 140 050 DIRECT 190 1580 115/1/60 A, B. G, 0, 5,T, G NOTES A. PROVIDE WITH G555555CK MODEL I/ 5055 FLAT ROOF GAP WITH INTEGRAL BIRDSGREEN AND BUILT IN FLASHING FLANGE. 5. PROVIDE RUBBER IN 5HEAR ISOLATION AND ALL-THREAD HANGING RODS. G. MOUNT GREENHEGK MODEL u 3W SOLID STATE SPEED CONTROLLER INSIDE CABINET. D. INTERLOCK FAN OPERATION MITI' RESTROOM LIGHT SWITCH. E. INSTALL A FLEXIBLE CONNECTOR BETWEEN DUCT AND FAN. F. PROVIDE WITH STANDARD ALUMINUM GRILLE WITH WHITE BAKED ENAMEL FINISH. G. PROVIDE WITH BAGKDRAFT DAMPER. GRILLE, RESISTER AND DIFFUSER SCHEDULE MARK SERVIGE MANUFACTURER MODEL MOUNTING TYPE FRAME SIZE NOTES 050 5/A DIFF. TITUS PAS CEILING PERFORATED LAY -IN, 4 -WAY THROW 24 x 24" ABF C.`_' ' 5/A GRILLE TITUS 250 CEILING LOUVERS SURFACE, 4 -WAY THROW REFER TO PLAN A,B,G,F C55 -1 - 5 /A. REG. TITUS 250 GELLING LOUVERS SURFACE, 4 -WAY THROW REFER TO PLAN A.BCF,G,K GRG R/A GRILLE TI TVS 50 F CEILING EGG GRATE LAY -IN REFER TO PLAN 5,15,E,F,G NOTES: (ALL GRILLE, REGISTER AND DIFFUSER TYPES MAY NOT BE USED.) A. BRANCH DUCT SIZE SHALL BE SA1-15 AS NECK SIZE UNLESS NOTED OTHERWISE. ■ B. BAKED ENAMEL FINISH, WHITE, UNLESS NOTED ON PLAN TO BE FACTORY PAINTED BLACK. G. L4 PATTERN (BLADES PARALLEL TO LONG DIMENSION). 0 L2 PATTERN (BLADES PARALLEL TO LONG .DIMENSION). . E. PROVIDE NECK FOR DUCT GONNEGTION. ' F. FRAME TYPE TO MATCH CEILING CONSTRUCTION, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. - G. PROVIDE OPPOSED BLADE DAMPER. H. THROW PATTERN NUMBER AND DIRECTION INDICATED BY ARROWS SHOWN ON DRAWINGS. J. MOUNT IN 24"x24" MODULE, K ' geet' 0H& K. PROVIDE ROUNID TO REGTANGULARTRANSITION TO NECK . FILE COPY NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND 517E V151T5 AND MAY NOT REFLECT EXACT "AS- BUILT" 0050151055. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMIT TING FINAL BIDS. CONTRACTOR SHALL CAREFULLY GOORDIN- ATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. SEPARATE f ER ^.'.! REQUIRED I ' - ❑ MECHAN C`;L � - L� ELECTFl 0112121.1116 BING 2.-GAS CITY OF TUKWILA BUILDING DIVISION _- _ I t. : 10n C:.. "' :.:d Omissions L.. . p nct authorial MO violation c, , a= . code Or OI121 HMV: of Contractor's co-, : i approved pIW ' 0.4 L ", � G�k G �` H E N D E R S 0 N S ENGINEERS +3 ' , INCORPORATED AECHANICAL / ELECTRICAL �a 1.E > +as -aa» FM: 013-402-34213 50/ / 5 '/r4 Z41 E r� pem N. f it N , I®' HVA - GENERAL NOTES: 2. FLEXJ@Z,E 2LCZ FLEXMASTER TY55 8, CLASS 1, WITH I -12" EX- TERNALINSULATION. PROVIDE. WITH SPIN -IN TYPE GONNE0005 WITH VOLUME DAMPER AND DAMPER LACK. MAXIMUM LENGTH TO SUPPLY DIF- FI15ER SHALL BE 5'-O•. ...MIN LENGTH TO RETURN AIR GRILLES SMALL BE 5'-0 3. 0/I;T INSULATION: PROVIDE !-1/2 THICK. 3/4 LB, WRAP IN5ULA- 005 ON RIGID ROM) SUPPLY AND - RETURN AIR DUGT5. PROVIDE I/2' THICK, 3 LB. DiOTLINER ON ALL RECTANGULAR APPLY AND RETURN DUCTS. SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS; SHEET METAL SHALL BE INCREASED ACCORDINGLY. 4. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS, GRILLES. ETC. WITH THE ARCHITECTURAL REFLECTED CEILING PLAN. 5. PROVIDE ALL FIRE AND SMOKE DAMPERS AS REQUIRED BY LEGALLY CONSTi STED AUTHORITIES AND GODE5 HAVING JURISDICTION. SEE ELECTRICAL PLAN FOR LOCATION AND REQUIREMENTS. 6. ROUTE DUCTWORK TIGHT TO BOTTOM OF STRUCI?IRE. 1. GAS PIPING ABOVE GROUND SHALL BE STANDARD WEIGHT BLACK STEEL WITH MALLEABLE IRON SCREWED FITTINGS, OR STANDARD WELDED FITTINGS. UNDERGROUND 5A5 PIPING SHALL BE WELDED, COATED, AND 0555ED 111H GOAL TAR ENAMEL AND 15 POUND FELT. ALL 5/515D STEEL 555 PIPING SHALL BE AT LEAST 30" BELOW GRADE, AND SHALL. BE PROVIDED WITH CATHODIC PROTECTION PER GAS COM- PANf DETAILS. 0515GOPIF'E 6000 POLYETHYLENE, OR PHILLIPS 6800 SERIES ARE AGGEPTABLE ALTERNATE MATERIALS FOR UNDER - GROUND SA5 LINES IF APPROVED BY CODE AND ACCEPTABLE TO THE SERVING UTILITY. ALL ABOVE GROUND GAS 515.1 G SHALL BE STEEL PIPE. INSTALLATION SHALL BE IN CONFORMANCE WITH UTILITY COM- PANY RULES. MECHANICAL NOTES: O MECHANICAL CONTRACTOR SHALL PROVIDE A STENCIL FOR ROOF TOP EQUIPMENT. STENCIL SHALL INCLUDE SPRINTS NAME AND EQUIPMENT DESIGNATION' IN LETTERING A MINIMUM OF 2 INCHES IN HEIGHT. O 2 MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A WHITE ROGER5 PROGRAMMABLE THERMOSTAT FOR DAY USE AND NIGHT SET- BACK. THERMOSTAT SHALL BE CAPABLE OF CONTROLLING THE HVAG UNITS STAGES OF COOLING AND HEATING. MOUNT THERMOSTATS AT 54' ABOVE FINISHED FLOOR. ® MECHANICAL CONTRACTOR 15 TO FLRN15H All INSTALL EXHAUST DUCT, ROOF GAP, BIRD SCREEN AND ACCESSORIES REQUIRED. ROOF PENE- TRATIDND 5.55 T0 BE MADE BY LANDLORD APPROVED ROOFING CON- TRACTOR REFER TO PLANS FOR EXACT LOCATION, ® DAMPERS SHALL BE ACCESSIBLE FOR AIR BALANCING. ® DOOR SHALL BE UNDERCUT FOR MAKEUP AIR. REFER TO ARCHITEC- TURAL DRAWINGS. O ROUTE SUPPLY DUCTWORK TIGHT TO THE BOTTOM OF STRUCTURE. TRANSITION DUCT. TO OPENING THROUGH ROOF. ® LANDLORD APPROVED ROOFING CONTRACTOR 15 RESPONSIBLE FOR MAKING ALL GUTS. THROUGH THE EXISTING ROOF OR TO MAKE ALTERA- TIONS TO EXISTING OPENINGS, OR CURB FLASHING. ® COORDINATE WITH GENERAL CONTRACTOR FOR ROOF PENETRATIONS AND FLASHING. ID PROVIDE I PVC CONDENSATE LINE WITH P -TRAP. II PROVIDE TWO 4' x 4' x 12" REDWOOD SUPPORT BLACKS OR GGA ROT- PROOF TREATED TIMBERS. TOE NAIL BLOCKS TOGETHER TO PROVIDE A MINIMUM 1 INCH CLEARANCE UNDER PIPES.'. LOGAT,E SUPPORTS ON 8 FOOT CENTERS AND LOCATE AS CLOSE AS 50551805 TO EACH ELBOW AND TEE.. INSTALL PIPE. TO ALLOW FOR EXPANSION AND CONTRACTION. M'1so I% HVAG S11MI5OLS NOTE, ALL DUCT DIMENSIONS 5140015 ON 054011NG5 15510E DIMENSIONS. ME E 1.--+t IN T } THE CONTRACTOR AND HIS SC6GONTRAGTORS SHALL BE RESPONSIBLE FOR REVIEW OF THE GENERAL NOTES, SPECIFICATIONS AND AL0 OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPE- CIFICALLY GALLED OUT IN THIS PORTION OF THE GONSTRIK.TION DOCU- MENTS. NOTIFY THE OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF 5310 CONNECT NEW I -1/4' 655 PIPING TO EXISTING GAS MAIN FROM. METER. 655 MAIN MST BE 1 -I /O MINIMUM DIAMETER IF GAS MAIN 15 NOT 1 -1/4' IN DIAMETER REFER TO NOTE 5500W. VERIFY WITH UTILITY. COMPANY EX- ISTING GAS METER 15 ADEQUATE FOR 15,2 MBH. ROUTE NEW I -I/4' GAS PIPING TO EXISTING GAS METER AND CONNECT AT HEADER NEAR METER. VERIFY WITH 11TIL1TY COMPANY EXISTING 6A5 METER 15 ADEQUATE FOR 155.2 MB, RETURN. EXHAUST. OR FRESH AIR DUCT UP RETURN, EXHAUST, OR FRESH AIR DUCT DOINNI SUPPLY AIR DUCT UP SUPPLY AIR DUCT 004551 EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED EXISTING DUCTWORK OR EQUIPMENT TO REMAIN ELBOW WITH TURNING VANES SIZE, TYPE, AIR FLOW IN GFM FIRE DAMPER THERMOSTAT AND UNIT DESIGNATOR VOLUME DAMPER UNDERCUT DOOR MECHANICAL EQUIPMENT UNIT DESIGNATION AND NUMBER MECHANICAL NOTE DESIGNATION-:. CONNECT TO EXISTING DESIGNATION CEILING, 14 8 t l5-0` -1 -v4" E g . 24X12 GRG (NP. 2) 10 "m CSC 300 �� \ ►i TRIPLE • BLOCK Gat EF v 8x10 10 ' 24X12 GRG 8 "m GSD 1/5 d/l 53 GSD 225 RN- ,ti , 6ik� 12X12 055 (rep. 4) 24X24 • GRG 8 ". GSD 115 0 050 200 12X10 18 55 MaH (NEW) v WO • A (NEW) v O 00 �nr 3/4" 10"9 G5D 380 N -. URI '20x1 10'9 050 380 1 16 10 G50 380 GSD ,20x12: b 24524 G (555.) ■ 12412 10, GSD 380 . 431 j 10 "m I GSD 420 (TYP) lo"m 05D 380 0 k TYPICAL GAS FIRED ROOF TOP AIR CONDITIONING UNIT. 6" LONG DIRT LEG FULL SIZE OF BRANCH PIPE, MINIMUM 3" ABOVE ROOF. 4" DEEP PIPE TRAP. RETURN DWI NOT TO BGALE FLEXIBLE DUCT- RE: PLAN FOR SIZE MAX. 5 FT LENGTH. MIN. 6' DEEP SHEET METAL CONNECTION SAME 512E AS GRILLE WITH CONNECTION FOR FLEXIBLE DUCT ALL SURFACES ABOVE GRILLE VISIBLE FROM ROOM SHALL BE PAINTED FLAT BLACK. 13 BALANCING DAMPER WHERE SHOWN ON RAN CONNECTION TO ® RTu'N AIR GRILLES NOT TO SCALE GROUND JOINT PIPE UNION. r OAS SHUT -OFF COCK. BRANCH PIPE. SEE PLAN FOR SIZE. BRANCH OFF TOP OF GA5 PIPE MAIN. PIPE T ENT CURB PIPING ARRANGEMENT 500044 15 SCHEMATIC. AD-U53' A_, REOUiRED VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS. CONNECTIONS T ROOF -TOP UNITS RETURN GRILLE ROOF CURE BY HVAC CONTRACTOR ROOF �-- 5/ 0ET05 HVAC UNIT TYPICAL SECTION C) THROUSH ROOFTOP NOT TO SCALE RETURN DtXT (TYpIGAU RED TO HVAG FLOOR -/ FLAN FOR ROUTING. CANVAS CONNECTION (TYPIGAU COORDINATE EXACT LOCATION WITH STRUCTURAL WORK. DETECTOR AS REQUIRED .RIPPLY DUCT (TYPICAL) REFER TO HVAC FLOOR PLAN FOR ROUTINE, INSTALL TRANSITIONS IN DUCT RISERS `— G4ILING A5 REQUIRED TO MEET DUCT SIZES AND RTU CONNECTION SIZES. 0 . c51GN fDNSULTANTS MIRIIMINNINEN Stomp ®61 Revisions Dote Drawn By REES MASIL1ONIS TURLEY ARCHITECTURE 2 1 0 97.191 TERRACE [ANSAI CITY. NO 64101 0 ....110!- ITODIO.6•N 0 116.142.1.71 01I16.142.1202 ALTERATION FOR: SPRINT PCS PARKWAY SUPBRCENTBR 7430 SOUTHCBNTER PARKWAY TUKWILA, WA 98188 Project Number: 98290 Disclaimer IQ ENERGY CODE L DESIGN CHANGE DIRECTIVE 4/50/95 13 July 1998 P5ES IIVAC Plan M2 /9S RECEIVED CITY OF TUKWILA OCT061998 PERMIT CENTER