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HomeMy WebLinkAboutPermit M99-0259 - HOLADAY PARKSM99 -0259 4650 So. 134 Pl. Holaday - Parks City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M99 -0259 Type: B -MECH Category: NRES Address: 4650 S 134 PL Location: Parcel #: 261660 -0045 Contractor License No: HOLADPI379NO INSTALL AN A/C UNIT PER PLAN. UMC Edition: 1997 Print Name ► of„y�rJ MECHANICAL PERMIT TENANT HOLADAY - PARKS Phone: 4650 S 134 PL, TUKWILA, WA 98168 OWNER HOLADAY - PARKS, INC Phone: (206)248 -9700 4650 S 134TH PL, BLDG #C, TUKWILA WA 98168 CONTACT KORBY SEARS Phone: 206- 248 -9700 4600 S 134 PL, TUKWILA, WA 98168 CONTRACTOR HOLADAY PARKS, INC.. Phone: 206 248 -9700 4600 S. 134 PL, SEATTLE, WA 98168 Status: ISSUED Issued: 01/12/2000 Expires: 07/10/2000 * * ** ***•***** ** *** * *** k****** * * * * ** ** *** k* ****** * ** k ** * * * * * ***** k *'***•k *** Permit Description: Signature:_ Date: (206) 4313670 Valuation: 240,000.00 Total Permit Fee: 146.75 ***** * * * ** * ** * ** k*** kk * ** * ** ** *** *** * * ** k * *** * * ***** ** * * * * *•k ** k ,*,* * ** * * * * ** E Permit Center (Jthorized 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 buildjng permi Title: 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. / /Z- ao C. CITY OF TUKWILA Address: 4650 S 134 PL Permit No: M99-0259 Suite: Tenant: HOLADAY-PARKS Status: ISSUED Type: B•MECH Applied: 12/29/1999 Parcel #: 261660-0045 Issued: 01/12/2000 k*A*A Permit Conditions: 1. Readily accessible access to roof mounted equipment is required, 2. Electrical permits shall be obtained through the Washington State Division of Libor and Industries and , all electrical work will be inspected by that agency (248-6630) 3. Plumbing permits hall be obtained through the Seattle-King County Department of Public 'Health. Plumbing will be inspected by that ,agency, including all gas piping (296-4722). ' 4. No changes will be made to the plans unless approved by the Engineer and the Tukwila •Building Division, 5. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction, These documents are to be maintained and avail- able until final inspection approval is granted. 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7. Validity, of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con-, strued to be a permit for, or an approval of, any violation of 'any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid, G. Manufacturers installation instructions required on site , for the building inspectors review, Project Name/Tenant: PA c / t)L - AbAY - 2l•LS C 51/1" Rcx_tc � EA - T�r e� Valu of Construction: zq/>� • C E O Site Address: City State /Zip: L. /S 0 S . ) • 3 NIN P L Tax Parcel Number: QC 1 Go — 00 5 Property Owner: k o ,../0 VAY - Rof24 Phone: Phone: '706.- 2W— 97vv Street Address: ' 1 ' 600 S. f PL City State /Zip: Ta ., Fax #: o6 '�`IX -}�?W Phone: , .� 6 — Contact Person: I / 0(2- s C s Street Address: City State /Zip: (1 0 S• 13 qv n L T „„„ 16 Fax #: Do 6— •_ Leg - Voo Contractor: j 0L.ADAY - PAr u— � Phone: (5 l5 - (-03 _ 97o0 Street Address: City State /Zip: cio 6 - . j u r '' P L T(, rr-‘,.,.c \ ,,, , 4 9�'1 GX Fax #: Phone: .,o G _ X — s`e7DO Architect: 1 Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: MISCELLANEOUS PERMIT' REVIEW' AND'APPROVAL REQUESTED :'(TO BE FILLED OUT BY'APPLICANT); .;: Desc iption of ork to b: done: /dn%I/ Will there be storage of flammable /co 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 El Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks El Commercial Reroof . CI Demolition ❑ Fence A Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY"SERVICEBlLLINGS :TOt : Daleagp!lcation xpi . : Appll Name: en by: (Initials) Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby ; � ` � , � : r tion � agpted. Daleagp!lcation xpi . : Appll to en by: (Initials) CITY OF UIKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANTiREQUEST:.FOR MISCELLANEOUS•PUBLIC•WORKS PERMITS ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone El Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s : Est. quantity: gal Schedule: El Miscellaneous lill Moving Oversized Load/Hauling WATER METER DEPOSIT /REFUND.' BILLING: N ame: Address: 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. MISCPMT.DOC 7/11/96 Phone: City /State /Zip: BUILDING "OWNER'OR AUTHORIZED' AGENT: Signature: 9,) \_11„.‘ s‘ Date: i ' 77 9 .. Print name: KuaeY .cAn� S Ph : o ner9 y 43_27 Fax #: q y- 0vv Address: - I 60() s ) 3 K m p L Cit /State /zip: , 1,,,,, 9il ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUBI ED WITH THE FOLLOWING: ALL DRAWI4IC,�S SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN 4 it BUILbING 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.) ❑ ❑ Above Ground Tanks/Water,.Tanks - . Supported directiupon grade exceeding: 5,000 gallons and a ratio of; height to diameter or width which exceeds :2:1•::• Antennas /Satellite'Dishes Commercial Reroof • Awnings /Canopies:: sNo. sighage '. Demolition Fences -. Over 6 Land Altering/Grading/Preloads: Loading :pocks : Mechanical'( Residential'& Cohirnercial)• Miscelianeous Public,Works''Permits Manufactured Housing!(RED,INSIGNIA ONLY).': Moving• Oversized-Load/Hauling Residential.Reroof - Exempt with.foilowing exception;? if roof:structure: to be.repair or repla Retaining'Walls - .Over4`.feet in height • Temporary. Facilities Temporary °Pedestrian Protection/Exit `Systems: Tree Cutting: S MISCPMT.DOC 7/11/96 ❑ 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, registere `d contractor.11censed, by the State of Washington, a notarized letter from the property,owner authorizing the agent to this permit , subrgit th applic , and • obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. .r, Submit checklist No: ':'.Submit�cHeoklist�: Subrriitchecklisf Submit 'oheckiist :` :, :, ommerciaV.Tertant> Irnpt'over ermit:;tSub'mit checklist No >H .1 ubmitctiecklist' esidentiai•.oniy Submit Checklist'::+, Ubmit checklist ubrrmit ohecklist ' :N'o'r Residentia &Building ; Permit ' :• Submit checklist No:LM=6,: Sub'rriit ci�ecklist.� ` No Stabmit checklist: Submit`ctecklist i. Submit checklist' • � 4 CITY or 7UKNILA, NA Permit Nov Parcel No: �te Address: This Yavment AcrxonL Code 000�»45.830 000/322.100 � A'A*kN****A**N*+*«^*++*4+ *a*�+ *++���k*N****A++**+a* / ..,'-' � �� \L^ [ ' y | \ • ~-/- / ''' �' ''''-~� '''''' �� � > lRANSN1T +6*x�++A�x*A4A**+A*a+Aa+�+* \RANSMI| Number: V9800217 Amount: 146.75 01/12700 12:45 Payment Methodv CHFCX Notation: HOLADAY PARK1.3 . Init.: TLo ---_�-_~.--~--.-.' --�_-~'.•.-_-~~~ ---.--�_.~�~-�'_--~--~`^~_ ,-�`'- � M99'~0259 Type: U_MFCH MECHANICAL y�RMIT 2616,00-0045 4650, S 134 YL • 146.75 aA*A++++******AA+++**1‘ Description PLAN CHECK - NGMkES MECHANICAL ~ AONHEG Total Foos: 14675 Total ALL Pmts: ` 146.75. In/lancet ' �0 , Amount 117..40 Project: E- 10\ ctc`cc ({ Pct Yc S Type of Inspection: f--tr1Cc IL (eCl',cLnIcn I Address: 1 -\t1 0 3 13k• -I PL. Date called: 1 C —1 ko _ D u Special instructions: Date wanted: ,a � Requester: . t � -ll 1 I te... F v << n5 Phone: - INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 pproved per applicable codes. (206)431 -3670 ri Corrections required prior to approval. COMMENTS: Day �7/ 3 4 Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projec, 1. / ► . Type °!7& Address; 6q0 3 / o! ! pf Date called: p ecial instructions: 0 Date weAd / , ay Requester: .L... of ? Phone: COMMENTS: I 5i� oar. r sr A okv $7- Z wit. -L. xlc. T 4-32--- O j' j t4DT ,rI/ �/'i A! G/'-' +'^ irb / � f /4/44 'MS) Pthosc2 S (4vr 7)ew1 RlAcijcr C p/z toe. /A.IST C.L-A 7? a• cl i -(r. / 1ei l) /i9iL/7 /7 7TeeS 0 emLcede to 6e /,US rpGc- j Ai s -.1 . mecf/ .t(rcAr., € $WI &ece trl.4c 6 I l /GC4e (91 - , - 1 -- )+(s F6 f T is PH AS a> 1 T To / L(cc)17c- g-13iCskrerg' Ins /�� A /y D ah �� INSPECTION NO. Approved per applicable codes. INSPECTION RECORD ` Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ► •I 4 ' 1 �. PERMIT NO. (206)431 -3670 Corrections equired"rior o approval. Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 41c�(at, — pus Type of Ins'pGctlon: C ever Address: D 5 1 N Vtr\IP1. Date called: ai f Special instructions: Date wanted' O � 6.,c06.,c0.-) p p.m. Requester: A1r Phone: Q6 ,3(10._ sat e INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)431 -3670 PERMIT NO. proved per applicable codes. 0 Corrections,required prior to approval. COMMENTS: / � „ � , a Z p L. C'avt eter C - c (r Ins��� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr .j • ct: 1A ®.fit ly 1 1. T p of lnspec on: 0 U w n C , A . • e s: � ✓'� � 4A ✓'� 7 � Date call d: / �y� -- W Special instructions: f �r �CX. -f+�. 1 Date wa ted: a!m. ` f' 1 rmp f R ester Phone: 2th '77)-S9-4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 J1 Approved per applicable codes. jJ Corrections required prior to approval. COMMENTS: /Z5 f /'‘c 174 1 -r i c - v� ' 2-te) e -I 12,L i 1 i ei 4,-- 5 t _ pp i-. ti, , L....1 C.( tom. r /2 ,g."-- . 4 /e n a i--. .19 PO 4... /-747e .4-7 /1-72 el&e J inspector: Date: 2_ a0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: CJ City of Tukwila Fire Department Project Name /- 414% 41-145 Address (16 5 S. / C-- L INALAPP.FRM /I Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: e -ciaie 5r../2441 Pre -Fire: Permits: Authorized Signature )( Approved without correction notice Approved with correction notice issued Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief WC_ °0259 Suite # EA Ddte Rev. 2/19/98 T.F.D. Form F.P. 85 tin,ilnunrtnrc CMNnn. AAA Anilnt/or I,ct . T„4uu11h Wnch/nntnn nalfia . Dhnnn. 19/)A) C7C_AA/M . Env. /WM) C7C AA2f Marfb3 -00 02:16P Hobert Fossatt9 Assoc nd/* -: A /Vfit sTR - S MESSAGE: ASSOCIATES CON iU1:1'ING ENGINEERS DATE: March 3, 2000 FIRM: Edberg Christlannen Heydenreich Attention: Bob Christiansen Phone No: 206682 -2857 Fax No: 206-682-2936 Please call if you have any questions or comments. Cc: Dean Gruff, Adatto Const. 24848700 A PROPuss W NAI. 2030 Ituorr AVENUE SERVS :SS SUITS 203 CORPORATION SEATTLE. WASIUWQTON91121 PROJECT: Holaday- parka Mezzanine Addition - Building C RFA NO.: 990035 -0ZB 206 256 0197 W PAGES: 2 TOTAL I' UI.E..DUOI E: (206) 276.1103 FAX: (206)2164ln Wf1 Urn: ww , oevtti...vm FROM: Charles "Bud" Juergen', P.B. Phone No: 206256 -11103 Fax No: 206 -256 -0197 P 01 FAX Attached is "tamped sketch of added framing at the roof to support suspended ductwork. The existing 2 z 4 roof sub- purlias are not adequate to support the additional duct loads. The existing 3 x 4 framing in the first bay adjacent to the windows is okay and may support the ducts. Also, supporting ducts from the TJI joists or beams is acceptable. CITY OF TUkWII A MAR - 7 2000 PERMIT CENTER Mar O3 -00 02:16P Robert Fossatti Assoc. R 0 E •'( )SS \'1 '1'1 A - C A T carwt *no sNO+NSSF$ R T S lo 4 ( qn 4 1 I•S(-75) V ' — tS #1 CV a 0" 4.C. '5 0•,R5a 4-11 gc.■4 S ►p.� :72 3 RECEIVED CITY OF TUKWILA MAR - 7 20011 PERMIT CENTER 206 256 0197 .ij Cr.aeetp a� Q s t'S (V\ : toe!}. 4c. RFA NO. DATIC moo BHEEt NO. i IRES 9n1 /0I T. P_02 �'q ooZ$.ot ° -A0 AY- 9 - � 51 +' : 7t.4CAb PRWFGT CLIENT San-19-00 04 : 34P Robert. ,Fossat.t.1 Assoc - L'y Plan Choc% r;:. -3 and omissions and c - te ot authod lito violation of ',do or Maws Nimeipt of contrtittdr's cpproved plU 01111111dasd. Dab:, Permit No. R 0 RDISIONI\10,^ ft E I \ A COZ • g • JAN 2 5 2000 PERMIT CENTER LE COPY 11-1L.1-1 55b 41 ' N T Vsz Oc.k... e A . PROJECT 206 256 0197 Ch7r.} - 2•7e.4-da - Tye IC MI- ("2.oitiq t C. le DATE Vt.s" RIA NO. GWENT DESIGN MEM NO. P 02 ( __4L. 6.3/4 4,-1.7 CITY OF TUKWILA APPROVED JAN 2 5 20Pi mo!i: Ir..vi cgl =1'3 c• z.t5, ri 39-00 04:34P RabQr Fossatti Assoc • ( 0 I ' ( B SS Ayr& clIN P;Kti I A JAN 2 5 2000 PERMIT CENTER —.* .%-11-NV7T GL..wrLe, (423 ritittr. 1 1/1" it .U.9:1(2\1t. R ••••::,'0 • 1 /It r A i 2 T MOW C 206 256 0197 P-03 41K.4-05—mCk.A.X4 Ac., •5c.n.304 CF-- c-t4 t 5 Vit tJii" FA 9 RFA NO. , PR 0.1 ez7r misIGN I /5 41 1 DATE BURET NO. STRUCTURAL CALCULATIONS RFA PROJECT #: DATE: FOSS ATT I ASSOCIATES SHAMROCK CENTER BLDG. "C" MEZZANINE ADDITION TUKWILA, WASHINGTON 990035 -02 12/28/99 CONSULTING ENGINEERS 2030 FIRST AVENUE SUITE 203 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 256 -1803 FAX: (206) 256 -0197 C ITV OFETUKWILA DEC 2 9 1999 PERMIT CENTER .;011 •59/17/ fr199 53 ROBERT FOSSATTI ASSOCIATES PROJECT: Holaday-Parks DESIGN LOADS PROJ. #: 990035-02 • H-P-Loads.xls 08/30/1999 RECEIVED CITY OF ' • OftlILA DEC 2 9 1999 PERMIT CENTER DL 1 ROOF ' FLOOR' LIVE LOADS (PSF) MAT L !.4";::::425:4 — • ,•:,-,, WIREISSi - -.4.v.. f twfsi. :f..:,•4 , gal'al'S. ettzerfiA....i r.; <105 05.4.*3/4.:Ik MATL Carp./Tile .., •:::•.;,...„,,..&N-4:: 41GE141144,. 61110,° — !! •,iii.1 :. -::),, i:;;GENN ti,W404, . :'.4:441t .. ‘k •:•.:;:.3,4f,4-. :=4A DEAD LOADS (PSF) Roofing (Flooring) - 7;17. Comp. -ifiAtVgi4 - N.C Sheathing 5/8 Ply. ?4,1 DecWConc 'f.'37 P, Truss/Joists glieg110/4,.f.n Stl. Jst. ':',411arri'; r.trtgi •i:f' Gypsum Board (1)5/8 koM igl ''e•o0*_:*y':F:Pi Icr 7 , 1 , , sqg None Acous. .., - .-.,,,,, q0,17470A0 ?,•414,Vt.• '' ....,:.: ,,,,, ,:,.-. - •:;,,.: itii,341 ' r`.`; ••••' • ..fri:r'- tweAreg; Vae:01,40 Ceiling Wd. Furr. Insulation 10" Fgls ''''''''' ,t.,-;FI,L4.••,,;,.. 6" Fgls. gaitaTeart Iggaisig HVAC Yes * Yes :1 • •, r . , ,,, : , 4 .- .,.,,..,.. ii4tifor ; • :: f k f 1r4 -,-,,, :.:•;: n3:1 Partitions None Yes 1 nvitc .„.„. • - 1 Iii 45:FA ..: .: 2-.44 Yes 9taw.; ‘„,...V,1 titkowskr: . ill.rtgaekaf ..let... Sprinklers Yes ;:,:a..:124474 ,srifals Misc . twavtz:;71 ZT,IV C42- 35 DEAD LOADS (PSF) , 0 0 71 55 0 TOTAL LOADS (PSF) (DEAD + LIVE) AMP 25 25 . 121 105 0 ROBERT FOSSATTI ASSOCIATES PROJECT: Holaday-Parks DESIGN LOADS PROJ. #: 990035-02 • H-P-Loads.xls 08/30/1999 RECEIVED CITY OF ' • OftlILA DEC 2 9 1999 PERMIT CENTER DL 1 P = 2743 • ` ROBERT FOSSATTI ASSOCIATES PROJECT: Holaday -Parks Men. Addition FLOOR FRAMING: Open Web Steel Joist D.L. = 71 L.L. = 50 Span(ft.) = 23 Spacing: 48 in. o.c. w D.L.(#/ft.) = 284 w L.L.(#/ft.) = 200 w T.L. = 484 P = 5566 Spacing: 24 in. o.c. w D.L.(#/ft.) = 142 w L.L.(#/ft.) = 100'. w T.L. = 242 P = 2783 'b'°' Spacing: 32 in. o.c. w D.L.(#/ft.) = 189 w L.L.(#/ft.) = 133 w T.L. = 323 P= 3711 14K6 @32 "o.c. 12K5 @ 24" o.c. Open Web Steel Joist D.L. = 71 L.L. = 50 Span(ft.) = 17 Spacing: 48 in. o.c. w D.L.(#/ft.) = 284 w L.L.(#/ft.) = 200 w T.L. = 484 P = 4114 Spacing: 24 in. o.c. w D.L.(#/ft.) = 142 w L.L.(#/ft.) = 100 w T.L. = 242 P = 2057 Is" Spacing: 32 in. o.c. w D.L.(#/ft.) = 189 w L.L.(#/ft.) = 133 w T.L. = 323 H- P— FIrFrg.xls 08/31/1999 9:48 AM FLOOR FRAMING PROJ # : 990035 - 12K1 @ 32" o.c. CITY DEC 2 g *Ng PERMIT V Lid?„ A 1/S3.0 C 121<1 12<5 0 24'oc, SEE NOTE 1 2/53.0 cs , o‘r W12x22z 2 6/53.0 II w1zx140 2/S3.0 N C vn E2 / x22 3/53.0 1 CITYROFE UK VILA DEC 2.9 1999 PERMIT CENTER dLL=U240 dLL=U360 dLL=U480 DLL=U600 DDL=U240 DTL=U180 DTL=U240 DTL=U360 29 43 57 72 41 52 69 104 ROBERT FOSSATTI ASSOCIATES PROJ.: Holaday-Parks BEAM #: Mezzanine Floor Beam (Bi) D.L.psf = L.L.psf T.L.psf = 121 Add'I WDLp/f = 639 WLLp/f = 450 Wtt_p/f = 1089 M=W*(02)/8 V=W*U2 DEFLECTION: CHOOSE SECTION: MijrAW. I = DDL = 0.21 DDL = U 922 M= 34848 C. Steel Spec.: ASTM WIEN Fy = 06:407ZIA Fb = 2000C*4h Fv ='14§00tifrift E=29,090,00 V = 8712 A reqd = 1 DLL = 015 DLL = U 1309 = MezzFlrBm-B1.xls 09/16/1999 DTL = U 541 BEAM DESIGN - UNIFORM LOAD PROJ. #: 990035-02 TRIB WIDTH ft.= i 9:00s..? — L= 6O01! S reqd= 19 DTL = 0.35 CAMBER = 0.31 IW12x22 Okay RECEIVED CITY OF TUKI^III. A DEC 2 9 1999 PERMIT CENTEh Defl LL - L/240 LL -L/360 LL - U480 LL - U600 DL - L/240 TL - U180 TL - L/240 TL - L/360 lreqd 2.18 3.26 4.35 5.44 3.09 3.95 5.26 7.90 C. ROBERT FOSSATTI ASSOCIATES BEAM DESIGN - TRIANGULAR LOAD (END) PROJECT: Holaday-Parks BEAM: Mezzanine Floor Beam (B2) Fb = Fv = E D.L.psf =a L.L. psf =won T.L. psf =# TRIB. AREA sf ==2,6,`,41q.zgt WDL = 1988 WLL = 1400 WTL = 3388 M = 0.1283*W*L M= 4347 V min. = 1129 Vmax. = 2259 DEFLECTION: I = 22.553*W*LA3/E*Defl CHOOSE SECTION: W8x10 • DDL = 0.05 S DLL = 0.04 MezzFlrBm 08/31/1999 C: PROJ. #: 990035-02 L = !:- • ••,.• Sreqd = 2.37 Areqd = 0.23 DTL = 0.09 CAMBER= 0.08 Merl 0 Okay RECEIVED arty OF TUKWILA DEC 29 1999 PERMIT CENTER ,?; dLL=U240 dLL=U360 dLL=1..1480 DLL=U600 DDL=U240 DTL=U180 DTL=U240 DTL=U360 7 10 14 17 10 13 17 25 • M=W*(LA2)/8 V=W'L/2 DEFLECTION: I I reqd ROBERT FOSSATTI ASSOCIATES PROJ.: Holada Parks BEAM #: Mezzanine Floor Beam ( 83 Steel Spec.: ASTM Apt= Fb =;22000k Fv =1 E ='?.IN9 D.L.psf =,73;4,2ft" L.L.psf =: T.L.psf = 121 Adci'l DL(p/f)= VEZINEE, WDLp/f = 190 WLLp/f = 134 WtLp/f = 323 Mr. 9086 V = 2423 A reqd = 0.25 CHOOSE SECTION: Wift: I = A= m` DDL = 0.24 DLL= 0.17 DTL = 0.41 CAMBER = 0.36 DDL = LJ 745 DLL = L/ 1057 DTL = L/ 437 Fy = kffil'AM MezzFlrBm-B3.xls ' 08/31/1999 BEAM DESIGN - UNIFORM LOAD PROJ. #: 990035-02 TRIB WIDTH ft.= 2 L= liPattfl reqd = 5 IMMO Okay RECEIVED CITY OF TUKWILA DEC 2 9 1999 PERMIT CEN'i rt Defl LL - L/240 LL -L/360 LL - L/480 LL - U600 DL - L/240 TL - U180 TL - L/240 TL - 1J360 lreqd 15.23 22.84 30.45 38.07 21.62 27.64 36.85 « 55.27 Fb = 10(*Kit D.L.psf =1 '‘ psf =FAO . T.L. sf = L.L. • • ... WDL = 3479 WLL = 2450 WTL = 5929 M = 0.1283*W*L M= 15214 V min. = 1976 Vmax. = 3953 DEFLECTION: I = 22.553*W*LA3/E*Defl CHOOSE SECTION: W12x26 MezzFlrBm-B4A.xls I = Fv = eatiltigaV DDL = 0.11 DLL = 0.07 • E = 44 • 08/31/1999 BEAM: Mezzanine Floor Beam (B4A) S = A = See Mezz. Floor Beam B4B For Total Section Prop. Req.ments. TRIB. AREA sf =4 L =40 --- Sreqd = 8.30 Areqd = 0.41 ROBERT FOSSATTI ASSOCIATES BEAM DESIGN - TRIANGULAR LOAD (END) PROJECT: Holaday-Parks PROJ. #: 990035-02 tOt.i DTL = 0.18 CAMBER= 0.16 RECEIVED CITY OF TOKIA'ILA DEC 2 9 1999 PERMIT CENTE.R • dLL=U240 dLL=U360 dLL=U480 DLL=U600 DDL=U240 DTL=U180 DTL=U240 DTL=U360 15 23 31 39 25 30 41 61 ROBERT FOSSATTI ASSOCIATES BEAM DESIGN - UNIFORM LOAD PROJ.: Holaday-Parks BEAM #: Mezzanine Floor Beam (B5) Steel Spec.: ASTMNBIslitliV Fy = pb701 Fb =q2000):544t? Fv =14500100; E =q9jpoo D.L.psf L.L.psf =50#71,0 T.L.psf = 121 Addil DL(p/t)= ::1174;1171t26: WDLp/f = 937 WLLp/f = 575 WtLp/f = 1512 M=W(LA2)/8 V=W•L/2 DEFLECTION: M= 27207 V = 9069 A reqd = 0.94 I I reqd CHOOSE SECTION: MATT 01 = Otif#014:0 s = fif6ITA-Htf A = Imeitr4 DDL = 0.15 DLL = 0.09 DTL = 0.24 CAMBER = 0.22 DDL U 984 DLL = L/ 1603 DTL = U 610 MezzFlrBm-B5xls 09/13/1999 PROJ. #: 990035.02 TRIB WIDTH ft.= 11.5 S reqd = 15 L= . 160 1W12x16 Okay RECEIVED CITY OF TUKWILA DEC 2 9 1999 PERMIT CENTER dLL=L/240 5 dLL=L/360 7 dLL=L1480 9 DLL=U600, 11 DDL=U240 7 DTL=L/180 9 DTL=L/240 12 DTL=L/360 18 M=W*(02)/8 V=W1/2 DEFLECTION: I reqd CHOOSE S • itfOittlIM PROJ.: Holada -Parks BEAM #: Mezzanine Floor Beam (B5A Steel Spec.: ASTM FY =, ...... Fb = t220130R.cht'.! Fv45O0J m. E=900 D.L.psf = 71:551MY: L.L.psf T.L.psf = 121 Add'I DL(p/f)=:::!Pgr„ WDLp/f = 937 WLLp/f = 575 WtLp/f = 1512 M= 12092 ROBERT FOSSATTI V = 6046 A reqd = 0.63 1=E3WIWA s MezzFlrBm-B5A.xls ' 09/13/1999 C BEAM DESIGN - UNIFORM LOAD C PROJ. #: 990035.02 TRIB WIDTH ft.= 11.5 L= tilt" PAW' S reqd = 7 1 134 7 41,4 DDL = 0.10 DLL = 0.06 DTL = 0.16 CAMBER =0.14 DDL = L/ 994 DLL = L/ 1618 DTL U 616 xi° Okay RECEIVED CITY OF TUKWILA DEC 2 9 1999 PERMIT CENTER dLL=L/2401cILL=LJ360 dLL=LJ480 DLL=1..1600 DDL=L/240 DTL=LJ180 DTL=U240 DTL=L/360 3 1 4 6 7 4 5 7 10 • ROBERT FOSSATTI ASSOCIATES PROJ.: Holaday-Parks BEAM #: Mezzanine Floor Beam Stair (B6) Steel Spec.: ASTM rpsigg Fy = Fb = '1.221)0.0r Fv E D.L.psf = t'it#f7 L.L.psf =r50: T.L.psf = 121 TRIB WIDTH ft.= '7:007?I`t Acid'i DL(p/f)= WDLp/f = 497 WLLp/f = 350 WtLp/f = 847 L= M=W*(02)/8 V=W*L/2 DEFLECTION: I read C ' 'CHOOSE I = DDL L/ 1872 M= 6776 V = 3388 A reqd = 0 DDL = 0.05 DLL = 0.04 S = ggvvitg A = DLL = I.J 2658 DTL L/ 1098 MezzFlrBm—B6.)ds 09/13/1999 PROJ. #: 990035-02 S reqd = 4 DTL = 0.09 CAMBER = 0.08 1W8x10 Okay BEAM DESIGN - UNIFORM LOAD __RECEIVED ry OF TUKIA/04 DEC 2q 1999 PERMIT CEN rEFI R O B E R T F " ( sS. A S S O C I A T E S CONSULTING ENGINEERS PROJECT CLIENT 13' Z4-I9 ,e. ' 31 IS lam' s 3 - 7_* (I7..91) Z oS`4 J Y DESIGN IZ t U t. I \,✓. tz 74.14. e---- RFANO. DATE RECEIVED CITY OF TUKWILA DEC 2 9 1999 PERMIT CtNTEA SHEET NO. • dLL=U240 dLL=U360 dLL=U480 DLL=U600 DDL=U240 DTL=1./180 DTL=U240 DTL=L1360 9 14 19 23 16 17 22 34 I reqd ROBERT FOSSATTI ASSOCIATES PROJ.: Holaday-Parks BEAM 6: Mezzanine Floor Beam E Interior Walls B8 Steel Spec.: ASTM rdylbligtM. Fb = r22090:::gt Fv =14500!Mk D.L.psf = L.L.psf = Add'I DL(p/f)= ntrifign 20. WDLp/f = 759 WLLp/f = 450 M=W*(LA2)/8 V=W*U2 DEFLECTION: CHOOSE SECTION: , MezzFlrBm-B8.)ds M= 16471.125 DDL = 0.08 DLL = 0.05 DDL = U 1577 Fy = E =Dg919.99;9 T.L.psf = 121 WtLp/f = 1089 V = 5990 A reqd = 1 TRIB WIDTH ft.= ;9:00 S reqd = 9 S = A = ... DLL = U 2660 DTL = U 1099 PROJ. #: 990035-02 " • L.= 11101.,,.„.:. DTL = 0.12 CAMBER = 0.13 1W 12 x 16 Okay BEAM DESIGN - UNIFORM LOAD • RECEIVED CITY OF TUKWILA Fr.: 2 9 1999 PERMIT CENTER WIND LOAD 0 PSF S PSF 15 PSF 20 PSF 25 PSF 30 PSF 40 PSF STUD SPACING '1 16• 10' 1 18' 24• 12-1 -18" 24' 20.0 ._ 2.] L1 LI 11 - a - TT' SS (t.urrurown te.o 14.0 n Pur •O ^ reen n om rite C o- no n O el 00 •O ^ n on 1 ? '1 CCri C l NCC rio• R.. ri ri • O rie e.4 et0■ r;nr ^ o- ei e.4 ^ O• en In n•O- neon 5,7 1 +z0 12.0 12.0 20.0 +f 1:2 7e HS MO 'co n0 nrs o A r; 011 e; n n 0r O N n O O N rie O n es on n ri o n r; M ri O M1 r C on f n n en n r; or O M1 (14111 14.0 9.1 9,1 9,1 12.2 12.2 12.2 3.4 3.1 2.S WC 0 0 e 4 0 0 n � WI le 0 • O • C or e• o ■ en WI r • O • O n ^ r n: • nr rie r) • e n - • n: rtr O■ Irs• !Of 7.1 •oe ICe 7.1 ne ioe ee e iCe 7,1 13.0_ 13.0_ 13,0 SHAPE GA GMT • t 20.0 2.2 2.1 0,6 0.2 "' --- 3.2 3.2 2.0 1.4 0,6 0.2 D' f C 0 ✓ ; n • on 5.2 f N on 4.5 O O 3.9 • 3.3 O ri ri N 5.5 5.5 5.5 5.1 11.1 11.2 10.7 1 0.0 1,0 0.4• O I e a ri p C ri a p C 0 p C p O O 4,1 a O is 3,7 i C p n r7 n 11.34•1 14.0 8.1 e.i e.e 6.1 +1 2 10.5 1,0 0.4 2,8 1.9 1.3 0.7 ✓ l 0 O ri e 6.3 on e 5.6 M 4.9 O 4.3 O • f 3,1 11 14 0 8.3 co e,6 8,5 7.e 7,1 5.9 12,0 12.0 12.0 11.8 10.3 SHAPE GA KSI STUD HEIGHT • 6 FEET 20.0 ._. SS ico P.O o ri r p O vi p O n -S O re 0 e o nr ♦ O N • p - es ♦ n - ri r1 O O N WI es O O C O N O N C O 0n n 0 IS 0 0 N a G C O 0.7 3.5 1.4 HS te.o P.O O • n 0 p ✓ i i ri r: 0 ri i O rii 2.7 5.1 N N C n n O ri ▪ ri p f O n n ♦ O N 0 O o 0 .4 n N 0.9 VS e.5 2.5 1.1 10.1 6.0 4 3 2.1 1.0 ' WC 00 O 0 n0 even n to Vi n n ri e 3.3 VI rii n n es e 3.0 5.6 ♦ N M p O ^ f 0.9 3.7 C — d h • re WO O r+ o N O n ♦ o n es 0 p n O ri o ri ^• 0 N n ti•Snr PIANO') 7.4 7.4 6,0 1.9 10.7 10.0 5.5 SHAPE GA KSI STUD HEIGHT • 20 FEET w. , SS JO e e no In 0 M ▪ n rl WS Wit no N n N Nn CC -n r1^ � n o O n p o n p O n f o,e • O 1 F 11 M 1.3 1,9 1.3 1.3 3.5 4.3 2.9 3.6 2.0 3.3 2.4 20.0 HS 16.0 16.0 no 0 0 ties n ties o Of r4 ri ♦ VW ri .-n nn "R 0 0 • N O N n O n a n (1.)14 14.0 1.7 0.9 1.6 1.6 12.0 4 2 3.3 4.0 2.4 3.6 2.8 20.0 r L 18.0 WC 16.0 i 1p ri e: In ;♦ �f � en 10 r1 •o iN • ♦ )N 0 p -o 0 0.7 (1.1• FLANGE) 14.0 1.5 2.0 1,1 12.0 42 3.3 4.2 3.6 1.7 SHAPE GA KSI STUD HEIGHT • 24 FEET SS 00 O o0 n n0 n n 0 I• "1° I If O n Nn • n O•VII 0 - n _ n n Vs 01 0 0 er I0 I L It.IW RN46q 1.1 1.2 2.6 2.9 2.9 2.2 2.4 20.0 HS 16.0 18.0 00 nri • nn N r Nr o nr 'ter C 0 r • r 0 • c (I.W tMOoq 14.0 1.3 1.4 12.0 2.9 3.1 1.9 3.2 2.5 2.7 1.9 1 6 20.0 33 ` we 11.8 18 n•• ♦n Nrf 'Cr, Nr1 o oe - M1 'O• ♦ n O^ lI.WfA,40114.0 50 1.5 1.7 1 .e 1.4 12.0 50 3.6 3.6 2.6 3.8 3.1 3.3 2.5 2.4 SHAPE GA 1St STUD HEIGHT • 26 FEET 20.0 - -- - - - ' SS 18.0 16.0 0 o- -n n - -n p O 0- n. 0 (t•u4'F1.444) 14.0 1.] 12.0 2.7 2.1 2.1 200 _ _ HS I o MY Ou • n -ri 0n ee N nn N Oa nn O nn O - 11•W rt.44K41 14.0 1.5 12.0 2.9 2.4 2.3 1.6 20.0 w o • O ^ n y WC 16. nO even MI 01 - r w r+ N Nn sa O � • 0 0 . (1.ST FIii34' 14.0 1,3 1.3 12.0 2.9 2.6 2.2 2.3 TABLE NO. XVI AXIAL LOAD TABLES FOR STUDS (CONTINUED) 1 2 3 4 ALLOWABLE AXIAL LOAD KIPS / STUD (1000 u I S ST LOAD TLI 11 4 6AINCH STUDS AT SPACING SHOWN 1 won! 1 1. Leeds based on 3/!' to 5A' tAck gypsum wallboard fastened to each Stud on 4seh We. Mi. mum taetenrlg a No. 6 Type 5.12 salt.drtrnp drywall pan•haed or bugt4•MW scrams realimd et 6' on center to each stud flange. Gypsum ,nasuwp provides attargth alone wilt mates tmd, 2. Th4 er1 reaction must not mead rsabona eat troth in M. Allowable Web Cnopkng Table. 3. Fe, comtan.d Oita end void bad Vatuea, Ins ailow4d1 IN•asa hares DWon mrasesed 33.1/3 preens, In seeadanoa *1511 19911.1.11.C. Standard No. 27.6. No Osuoonal bad increases we allowed. 9 1999 PERMIT CENTER CITY OFSTyUEKWILA VV1ND LOAD 0 PSF 5 PSF I 15 PSF 20 PSF 25 PSF 30 PSF 40 PSF Sl 12'1 16') 24', 121 16 ") 24" J 12 ", 16" 24' 12' STUD HEIGHT 16" 24'1 12' 16' • 6 FEES 24' 12' 16') 24" 12', 16' 24"' SHAPE 2! 1.4 1.4 1.4 1.3 1.0 1.3 0.6 0,6 SS 29 a a w 7.1 a f,1 1.9 1.9 1.5 f.9 w 0 15 0 f.2 0 (7.11• FLAN011 25 2.7 2,7 2.7 2.7 2.e 2.7 2.6 2.2 1,0 25 - 1.4 f.4 1,1 1.0 0.3 HS 20 21 1.9 0 0 N 1.9 O a O 1.9 a w 1.7 e s r O 1.1 N 0 n 0.9 0.1 (I.Ve• Fuson 14 25 1.1 2.1 2.1 2,9 2.5 2.0 1.2 - - .. a www-" 25 1.5 1.5 7.5 1.4 1.1 1,2 0.6 1.2 1.0 0.5 1.1 WC 20 25 2.0 2.0 2.0 O 0 r 0 O N 2.0 1.7 O (.9 1.4 1.9 1.6 7.1 1.7 O O 0.2 (1.5e• P 25 3.1 3.2 3.2 3.2 3.2 3.2 2.9 3.1 3.1 2.6 3.1 1.5 SHAPE KSI STUD HEIGHT • 12 FEET E 22 25 1.4 1,4 1,4 1.4 0.11 SS 20 23 1.1 1.3 1.6 1,I O 1.3 O 0.3 O O 0.1 0.3 (1.11• FLAMM II 25 2.6 2.0 2.6 2.0 2.2 1.2 0.6 1,0 1.2 0.0 0,6 22 25 1.4 1.3 1,1 O.6 0.5 0.5 20 25 1.9 a a 1.9 1.7 1.4 1,1 0.4 1.1 0.6 O 0.2 0.4 HS (1,W FLANOM 16 26 2.7 2.l 2.3 2,5 2.1 1 4 2.1 1.6 0.6 1,2 0.2 7.4 0.3 0.6 22 25 1.5 1.5 1.5 0.5 0.6 WC 20 25 2.0 2.0 2.0 0 •i O 1.5 N 0.5 1.2 O O 0.3 0.5 (1.5ee' MA NCn 1 25 3.0 3.1 3.1 2.9 1 S 2.5 1.2 1.6 0.5 1.11 1.2 1,1 0.3 SHAPE GA KSI STUD HEIGHT • 16 FEET 22 25 1.3 1,1 SS 20 29 1.7 1.6 n O O (1.11• rLANO1) II 25 2.4 2.4 0.7 0.7 0,1 0.3 22 25 1.3 0.9 0.5 HS 20 35 1.5 1.5 1.1 0.6 0.1 0.1 ( PUW011 1e 25 2.5 2.4 2.0 1.4 0.9 0.9 0.3 0,4 22 25 1.4 1.4 1,2 0.7 WC 20 15 1.9 1.9 as 1.9 1.2 0 0.2 0.2 (7.•1' rLANCO IS 25 2.9 2.6 •2.9 2.4' 1.2 0.3 1.2 0.6 0.7 0.3 SHAPE GA KSI STUD HEIGHT • 20 F 22 25 1.2 1.3 0.6 , SS 30 25 1.3 1.3 vs 1.0 0 0.3 (1.11• 'wan to 25 2.2 2.2 1,I 1.0 0.3 EC 22 35 1.2 0.7 a r HS 20 25 1.6 1.1 0 0.4 (f.trr RA1oli1 II 25 3.3 2.0 1.1 0.5 Iry ) l , 7 22 25 1.3 1.3 1.3 0.8 0 0 = WC 20 25 1.3 (.• 1.9 1.3 O P).) p� VIIT 11.1, FtAN00 II 25 2.5 2.6 2.6 2.3 0.7 0.1 0.1 s. NOTES TABLE XVII AXIAL LOAD TABLES FOR 25 KSI STUDS (CONTINUED) ALLOWABLE AXIAL LOAD IN KIPS / STUD (1000 LBS PER STUD) IYPSUM CLAOOINO ON 110TH 51093 Of WALL ANO P110V10ES LOAD CAPACITY WITH STU01 l 5.0 INCH STUDS AT SPACING SHOWN j 1. Loads based on 710" to 5!6' thick gypsum wallboard fastened to each stud on each side. Minimum fastening Is No. 6 Type.S•12 self•dri5ing dryweh Pan-head or bugM•head screws fastened at 6' on tenter to each stud flange. Gypsum sheathing provides strength along with the metal stud. 2. The end reaction must not wowed reactions set forth in the A(Iowabte Web Crippling Takeo. 3. For combined axial and wind load value, the Mowabie stresses have been increased 33.113 percem, In accordance with 1991 U.S.C. StandMd No. 27.9. No edditonal toad increases are Mowed, 4. The Nloweble loads me based on the Moveable stresses except where the values have been omitted due toe deflection in excess of L1120. For eeoweble wind loads with given deflection Wits see the Allowable Wel Height Table*. ervED TUKWILA 9 1999 F2c'-.-1 �c t3o L?�'y,p. Er 4359 PAGE 37 C.. 'ntt. • 1uo }LS •35c7 Gm%0 A -� R O B E R T FOSS: YFTI A S S O C I A T E S CONSULTING ENGINEERS C. P1 PROJECT CLIENT I -°9 i tv" 38.7- -tb,t 33,E - s 2.9 -1.5 - I 4.1 - 49.z. ‘So A(1 1 ' "PA -L. '. l }So = loo 2.4Z3 /i w r L ‘42.1. A' 7.56i r 41 S 2 Ati G .9' I3.S 0 41 OS 164. ` so (4, t 4 , - rr..) t'to(LI;14. 1' 7 DESIGN i LL% I0 i It l 4.,Z� l tl � ` 11 - 1`/ a, - o,34S CL *•1o3 c3.o;.9 0 , - 5 0 Ir 46 % .t' C (6 0.07r VN 5 LA �.Cv =.- CS (LC._ ,b.-1 4 e5s= L-ep' - 2.5o Cc..9 t ‘1 Ib • 4C. RFA NO. DATE SHEET NO. CITY RECEIVED DEC 2 9 199, PERMIT CENTER PROJECT: HOLADAY-PARKS I I I PROJECT NO.: 990035-02 LOCATION: (N) SLAB ANALYSIS - GRD 1 THRU 4 (D.L + L.L.) Dead Load: 1 psf Trib. Slab Width: 14.25 ft Pc = 3000 psi Fy = 40 ksi d = 5.5 Live Load: 250 psf w T.L. = 4988 #1 ft I . LOAD - k/ft. .,:g..v 0:00N - : r?. . rPP0 ± 5i0 1 1.13. .:4 ... g176.61 -.. 00 - LENGTH - ft. ;13;61 ...•... f. 117h: .. 4. 7 " . ..: '4:1711R ":". B - inches ' 1171 1 -- D - inches -418:i 1824 1824 1824 1824 I - inchesA4 1824 K = I/L 11.01 11.01 CD 11.01 0.5 DC DE 11.01 0.5 1 ED EF 11.01 0.5 FE FG 11.01 0.5 GF C.O.F. AB 0.5 BC 0.5' CB 1 SEGMENT BA D.F. 1.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.00 FEM - k-ft. 39 -39 75 -49 79 -79 79 -79 79 -79 79 -79 Distribute -39 -18 -18 -15 -15 0 0 0 0 0 0 0 Carry Over -9 -19 -8 -9 0 -8 0 0 0 0 0 0 Distribute 9 13 13 5 5 4 4 0 0 0 0 0 Carry Over 7 5 2 7 2 2 0 2 0 0 0 0 Distribute -7 -3 -3 -4 -4 -1 -1 -1 -1 0 0 0 0 0 0 0 0 -1 Carry Over -2 -3 1 -2 -2 -1 -2 0 0 0 0 Distribute 2 3 1 3 1 1 1 1 0 Cam Over 1 1 1 1 1 1 0 1 0 0 0 0 0 Distribute -1 -1 -1 -1 0 0 0 0 0 0 Carry Over 0 -1 -1 0 0 -1 0 0 0 0 0 0 Distribute 0 1 1 0 0 0 0 0 0 0 0 0 Carry Over 0 ( 1 0 0 0 0 0 0 0 0 0 Distribute 0 0 0 0 0 0 0 0 0 0 0 0 Carry Over 0 0 0 0 0 0 0 0 0 0 0 0 4tiOrot01 f . i Si :iSi . i l i r . 1 +01041 ?-;, -• F=bdA2112000 ,„0.;,.,•,:.kn,: • II Igi.'AXj.lid!:7 0 'AI: i gill iy::,: 6 'ir3i-; 1 ."". :0403 AV , CM.; " • AO :cc) . ••• .."70 .,- ":-.: p :,' 2'._. I: fr-: KVOi fy'rt A! ' c • 0 MOY'rcl itS: =.5 11 ' 1 i• !, 1 0.431 .L191 i4:;': : ::;: .:' VA; :1 34 : , 1S,06, Cr) 1 :r ;:..54./Z.;.:;•■••• .t0i 4 (?.. 0.431 : 46 -184 . . id do ##### Ku = Mu/F 0 0.0: ##### 72 :2.061 't" -144 teg -3136 143 2.85 1 g.93 127 '. . 3.38 -155 tcii -4.17 154 i:2 4.16 103 [iof 2.77 -192 , itil; 2 5 191 isi 5.23 89 f:94 2.38 -182 288! -4.96 182 - -2.tts 4.95 93 244 . 2.47 -185 2iiati -6.03 184 . . 5.02 92 94 . . 2.45 Au As = Mu/Aud' - H-P(N)Slab1-4.)ds trr ( 7% 09/16/1999 2:06 PM 1 PROJECT: HOLADAY-PARKS I I I I PROJECT NO.: 990035-02 LOCATION: (N) SLAB ANALYSIS - GRD 1 THRU 4 (D.L. + L.L.) Dead Load: 100 psf Trib. Slab Width: 14.25 ft F'c = 3000 psi Fy = 40 ksi d = 5.5 Live Load: 250 pi w T.L. = 4988 It 1 ft I I LOAD - k/ft. . :6.00 -'09,911 - 500; 1 8i00 ".47540ir t 1-- ' 13 4: k: • il - :.13..6. - .1 Atte Omit t:174 LENGTH - ft . ' I1,1 8 $- 1 - -- • • m.orrtil ,::-17 ::; pri B - inches .. ' t1T4r: niif•4 ... D - inches 1824 1824 1824 1824 I - inches^4 1824 K = I/L 11.01 11.01 11.01 11.01 11.01 11.01 0.5 I 0.5 C.O.F. 0.5 0.5* 0.5 0.5 SEGMENT AB BA BC CB CD DC , DE ED EF I FE FG GF D.F. 1.00 0.50 0.50 0.50 0.50 0.50 , 0.50 0.50 0.50 0.50 0.50 0.00 FEM - k-ft. 79 -49 ■ 79 -79 79 -79 79 -79 79 -79 -15 0 0 0 0 0 0 0 Distribute -79 2 2 -15 Carry Over 1 -40 -8 1 0 -8 0 0 0 0 0 0 0 0 I 0 o Distribute -1 24 24 -1 -1 4 4 0 Carry Over 12 -1 s 12 2 0 0 2 0 0 0 Distribute -12 0 I -7 -7 0 0 -1 -1 0 0 0 Carry Over 0 -6 -3 0 0 -3 0 0 0 0 0 0 Distribute 0 5 5 0 0 2 2 0 0 0 0 0 0 0 0 0 Carry Over 2 0 0 1 0 0 1 Distribute -2 0 0 . -2 -: 0 0 -1 -1 0 0 0 0 0 0 0 Carry Over 0 -1 -1 0 0 -1 0 0 OJ 0 0 0 0 0 0 1 Distribute 0 1 0 0 Cam/ Over 0 0 0 0 0 0 0 0 0 0 0 0 Distribute Carry Over 1 t 0 0 0 u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1U1Yriblif TVS 1, ::5 4;:0 . •• •• F=be2/12000 0.41,11MigAa 41t;14IF.,su,7,1 Ettpmetac o gg.X4F40. Wf*. g4144,„„ cs• .111) gitii Prageozamr... v- ipariim440 ... . 1:4 f,' k ii.*f: b r ill . 0.431 KO ;3 'r•-• C41 'in: :ig .- -, . ::=Iii - . 0.431 4 I 5 . , IA: iii = AT:Ilf Sid ; .• 0.431 181 1 .88: 4.92 93 i 4 i 2.48 -185 ;!. 2188! -8.03 185 ;2.08; 5.02 92 2 :.04 .. 2.45 -184 Cftiti ... 1111111111 Ku = Mu/F 0 :tiltig7 Hill III! 177 . .=t,OT 4.8 s . -220 f 2i.88 -6 ,6 218 i081 5.99 101 r2181 2.69 -135 Ti.til -3.62 135 1:9ti 3.63 111 i2:0 2.98 -197 - ,!!.rt -5.39 196 2181 5.36 88 gig 2.34 -181 . A -4.92 Au As = Mu/Aud' H-P(N)Slab1-4.xls 17; m 03/16/19EG 10:54 AM H-P(E)SlabA-E.xls C C9/16/1999 1:15 PM 1 HOLADAY-PARKS 1 I 1 1 ( - -,-) /.3 7 _ PROJECT NO.: 990035-02 'PROJECT: LOCATION: (E) SLAB ANALYSIS - GRD A THRU E (D.L. + LL.) Dead Load: 100 psf Mb. Slab Width: 13.8 ft F'c = 3000 psi I Fy = 40 ksi d = 5.5 Live Load: 250 psf w T.L. = 4830 #1 ft LOAD - k/ft. 5.04 • t 14i-Vi l P c II § 1 n: 9 600 so it rt i 1*: 114/81 - ! Ai- 5 ill Vi 4:4,4 tikg0 .14' 5 1 LENGTH - ft. A•PI , iiA.15' 1 :iieti'l 1!: jegi i:i-i6 f.-tt iti ,.,v ; Ell del B - inches .1fitit i! 8 .• •: il h.::18 :ill _1 D - inches ,.w iiiii:V-- 1771 1771 1771 1771 1771 I - inchesA4 1771 K = I/L 10.35 10.35 10.35 10.35 10.35 10.35 C.O.F. 0.5 I 0.5 0.5 0.5 0.5 0.5 SEGMENT AB BA BC CB CD DC DE ED EF FE FG GF D.F. 1.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 FEM - k-ft. • 85 -85 85 -85 85 -85 85 -85 85 -85 85 Distribute -85 0 0 ' 0 0 0 0 0 0 0 0 Carry Over 0 -42 0 0 0 0 0 0 0 0 0 Distribute 0 21 21 0 0 0 0 0 0 0 0 Carry Over 11 0 0 11 0 0 0 0 0 0 0 Distribute -11 0 0 -5 -5 0 0 0 0 0 0 Carry Over 0 -5 -3 0 0 -3 0 0 0 0 0 1 0 0 0 0 Distribute 0 4 4 i 0 0 1 Carry Over 2 0 01 0. 2 -1 1 -1 0 0 0 0 1 0 0 0 0 0 0 0 Distribute -2 0 0 0 Carry Over 0 -1 -1 0 0 -1 0 0 0 0 Distribute 0 1 0 0 0 0 0 0 0 0 0 I 1 10 0 0 Carry Over 0 0 0 0 0 0 0 0 0 0 Distribute 0 0 0 0 0 0 0 0 Carry Over 0 0 0 0 0 0 0 0 0 TIVRII I •I• V : i " # , 1 , F=bdA2J12000 . . .. .. 1 ...... bil- 0.418 I qp.i.,; 12 ;"•:;; f� I: 38;:., I f1 6.418 :r470:1 f Mt i 'i I :;••1 0 igIN*4 . 144 1" inti itt#70421.5!A: CO 186i L36 • ':11 =,-. 42 0.418 : 40 i''84. .: ,f : ,. 36, . !.' ,: i , , 1 i '40, 0.418 i' , ' 0.418 Ku = Mu/F 0 • : 0 k ) C1 ##### 188 :;.0 i 5.00 -257 ! -6.93 255 ‘Ii4 6.88 83 i ' s t.#41' 2.14 -188 :07; -4.98 188 rin 4.99 106 -206 :01 : - .t..t . ; 2.76 -5.48 205 2.86 5.46 100 i01 2.60 -201 286i -5.36 201 2.86 5.36 101 -202 ' 2.0 . 2.63 -5.38 202 ;2:86; 5.38 101 2.93' 2.63 -202 460 Au As = Mu/Aud' I H-P(E)SlabA-E.xls C C9/16/1999 1:15 PM 1 PROJECT: HOLADAY-PARKS I I i I I , PROJECT NO.: 990035-02 LOCATION: (N) SLAB ANALYSIS - GRD A THRU E (D.L. + L.L.) Dead Load: 120/10 psf Trib. Slab Width: 13.8 ft F'c = 3000 psi Fy = 40 ksi d = 5.5 Live Load: 50/251 psf w T.L. = 5800 #1 ft LOAD - k/ft. . '5.80 i 5:801.. • : 1 • .80 i 5.8 ,. - I 1445 14.25 ... : 425 .. i ; s 14$ 1425: LENGTH-ft . .-: 166 100 003, 1;i!lOb ::.: . 1 B - inches : I.& I. : 13 .:1 of 8 : .1iTti::1,:;--1 D - inches 1771 1771 1771 1771 1771 1771 I - inchesA4 K = I/L 10.35 10.35 10.35 10.35 10.35 10.35 0.5 C.O.F. 0.5 0.5 0.5 0.5 0.5 SEGMENT AB I BA BC CB CD DC DE ED EF FE FG GF D.F. 1.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.00 FEM - k-ft. 98 -98 98 -98 98 1 -98 98 -98 98 -98 98 -98 Distribute -98 0 0 0 0 0 0 0 0 0 0 Carry Over 0 -4Q 0 0 0 0 0 0 0 Distribute 0 25 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Carry Over 12 0 0 12 Distribute -12 0 0 -6 -6 0 0 0 0 0 0 0 Carry Over 0 -6 -3 0 0 j 0 I 1 -3 2 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Distribute 0 5 5 0 Carry Over 2 0 0 2 Distribute -2 0 0 . 0 0 OIO 0 0 0 0 0 0 Carry Over 0 -1 -1 o o -1 0 0 0 Distribute 0 1 0 1 0 0 0 O I Carry Over 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 o 0 0 0 Distribute 0 0 0 o 0 0 Carry Over 0 0 0 0 ...tvi total i V , . : +M - total e.: F=bdA2/12000 • • ::: 91 0.418 , 41‘5 :60 : i" : 7 ''' • : 40 0.418 '41 : 39 01F 41::: ' 52 . 0.418 LA00 :a42 :: ..:: 100 41 49 0.418 -08 : 41 '. • 98 . 41. . .4b8' ' .: 41 40 0.418 CD c , .747 • 4 .: . . 235 - 2.83 - 6.31 117 2.92 3.06 -235 0:00 ##### Ku = Mu/F 0 0.00, 414#141# 219 2.84 5.86 -298 279 -8.12 296 279: 8.06 96 2.94 2.48 -218 285 -5.82 218 : 285 5.83 123 2.92 3.21 -239 2.83 -6.43 238 2.83 6.40 116 .2.92 3.02 -234 2.83' -6.28 234 2.83 6.28 118 2.92 3.06 -235 :2.83 -6.31 Au As = Mu/Aud' 1 I H-P(N)SlabA-E.xls 09/16/1999 1:14 PM 1 Defl LL - U240 LL -L/360 LL - L/480 LL - L/600 DL - L/2401TL - U180 TL - L/240 TL - L/360 Ireqd 15.23 22.84 _ 30.45 38.07 21.62 1 27.64 36.85 - 55.27 • ROBERT FOSSATTI ASSOCIATES BEAM DESIGN - TRIANGULAR LOAD (END) PROJ. #: 990035-02 PROJECT: Holaday-Parks BEAM: Mezzanine Floor Beam (B4A) Fb = Wool' Fv = WOO D.L.psf L.L. psf = T.L. psf CHOOSE SECTION: W12x26 DDL = 0.11 •• /•.1-.5 WDL = 3479 WLL = 2450 M = 0.1283"W*L M= 15214 V min. = 1976 Vmax. = 3953 DEFLECTION: I = 22.553"W*LA3/E*Defl S = DLL = 0.07 See Mezz. Floor Beam B4B For Total Section Prop. Req.ments. E = WTL 5929 MezzFlrBm-B4A.xls 08/31/1999 • A =It iirgot3A,3: TRIB. AREA sf = L = • • . Sreqd = 8.30 Areqd = 0,41 DTL = 0.18 CAMBER= 0.16 orr op ru eo 144 -1 ' 9/99 9 P o'hivr ceoz. PROJECT: HOLADAY-PARKS I 1 I I I 4 'v 4- PROJECT NO.: 990035-02 LOCATION: (N) SLAB ANALYSIS - GRD A THRU E (D.L. + L.L.) Dead Load: 120/10( la f Tri . Slab Width: 13.8 ft Pc = 3000 psi Fy = 40 ksi d = 5.5 Live Load: 50/150 psf w T.L. = 4655 #/ ft I I LOAD - k/ft. MPil i 47OE , , . : IQ i i.,, , . •17P, ______i- LENGTH - ft. i i i , • 44 i B - inches . :.. k,i - - .>., tili '1,i118W ' t • , . .. 1771 D - inches .m.■■ v;%> 1771 1771 1771 I - inches^4 1771 K =1/L 10.35 10.35 10.35 10.35 10.35 10.35 C.O.F. 0.5 0.5 0.5 0.5 0.5 0.5 SEGMENT AB BA BC CB CD DC DE ED EF FE FG GF D.F. 1.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.00 FEM - k-ft. 80 -80 80 -80 80 -80 80 -80 80 -80 80 -80 Distribute -80 0 0 0 0 0 0 0 0 0 0 0 Carry Over 0 -40 0 0 0 0 0 0 0 0 0 0 Distribute 0 20 20 0 0 0 0 0 0 0 0 0 Carry Over 10 0 0 10 0 0 0 0 0 0 0 0 Distribute -10 0 0 -5 -5 0 0 0 0 0 0 0 Carry Over 0 -5 -2 0 0 -2 0 0 0 0 0 0 Distribute 0 4 4 0 0 1 1 0 0 0 0 0 Carry Over 2 0 0 2 1 0 0 1 0 0 0 0 Distribute 0. -1 0 0 0 0 o Carry Over 0 -1 -1 0 0 -1 0 0 0 0 Distribute 0 1 0 0 0 0 0 00 0 0 0 Carry Over 0 0 0 0 0 0 0 0 0 0 0 0 Distribute 0 0 0 u 0 0 0 . 0 0 0 0 0 0 189 f2.0: 5.09 95 2 92 2.48 -190 -5.12 190 i2.83: 5.11 95 k.92 2.48 -190 000 ##### Ku = Mu/F 0 lolio7 0:0# 177 -241 '2.6•4 'il§ 4.75 -6.58 240 '279 6.53 78 .•§ 2.01 -177 *2 -4.72 177 2786' 4.72 100 f§2' 2.60 -194 . -".8•3: -5.21 193 1.E3 5.18 94 ;1132' 2.45 -189 '283', -5.09 Au As = Mu/Aud' 0 H-P(N)SlabA-E150.xls 03/16/1939 1:43 PM 1 ACTIVITY NUMBER: M99 -0259 DATE: 1 -25 -2000 PROJECT NAME: HOLADAY PARKS @a SHAMROCK CENTER Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ XX Revision # 2 After Permit Is Issued DEPARTMENTS: Pwcs� Bui1- ldi D2OOivision C) Public Works Complete Approved \PRROUTE,DOC 5/99 L • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route n Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Incomplete n Not Applicable Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n n Planning Division Permit Coordinator n DUE DATE: 1 -25 -2000 n DUE DATE 2-22-2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: M99- 0259 DATE: 1 -25 -2000 PROJECT NAME: HOLADAY PARKS -@a SHAMROCK CENTER Response to Incomplete Letter. # Response to Correction Letter # XX Revision # _1 After Permit Is Issued Original Plan Submittal DEPARTMENTS: ding Divi o Public Works Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved \PRROUTE,DOC 5/99 • 4ti PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Ti Approved with Conditions Fire Prevention a irz� n Structural Planning Division Permit Coordinator DUE DATE: 1 -27 -2000 Not Applicable Ti Comments: TUES /THURS ROUTING: Please Route I( Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 2 -24 -2000 Approved with Conditions n Not Approved (attach comments) Ti REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division 1z40-'q Public Works Complete Approved \PRROUTE.DOC 5/99 PLA REVI /ROU TING SLIP ACTIVITY NUMBER: M99 -0259 DATE: 12 -29 -99 PROJECT NAME: HOLADAY PARKS @a. SHAMROCK CENTER "C " XX Original Plan Submittal Response to Incomplete. Letter # Response to Correction Letter # - Revision # _ After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) '(v Fire Prevention kto ( Structural CORRECTION DETERMINATION: Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator n fat DUE DATE: 12 -30-99 Not Applicable Comments: TUES /THURS ROUTING: Please Route FX Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 1 -27 -2000 Not Approved (attach comments) DATE: DUE DATE Approved n Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 1 - 2S-2-000 , r(.) - R I k2S 2000 I l v F Summary of Revision: (t.,,4-ry c V vvd i hmp trV•Pe WM!11.i - s Received By: j ; Q E VL % Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials I I Received By: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials . I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued . Staff Initials I I Summary of Revision: . Received By: . PROJECT NAME: th YrOC GOPERMIT( 0:. 11 Site Address: ( J(5Q S \ 4(-1 'PI - ..._.- Original Issue Date: l-- Imo- g OOC7 REVISION LOG Revision No. Date Received ' 4 VT IUo r P : -a s - .. . Ors Staff Initials Received By: Date Issued 'Staff Initials 14-1 I -- I t-.51- • I Summary of Revision: a 1 1 a V— SID--'� yy' plans p 1 1 "�" Se...0r) VOe e ��i •�+ o n 0 //, (please print) (please print) i (please print) (please print) (please print) City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: ¢� L ` ,• G.. -c Date: Response to Incomplete Letter # [] Response to Correction Letter # EY # after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: ' e /P_ �l4277 S Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ‘\ Received at the City of Tukwila Permit Center by: Entered in Sierra on ` ',7--00 Phone Number: (jro >o? «f 97 . 7 u c 4 RECEIVED CITY OF TUKWILA JAN 2 5 2000 PERMIT CENTER 06/29/99 DATE: 1 5 oo PLAN CHECK/PERMIT NUMBER: A 9 / - Da 5 9 ' PROJECT NAME: r `OL D/AY f A,-ev-S @ , Soc..4 PROJECT ADDRESS: 1- 1 - 6 50 5 . 1 3 zn 7 CONTACT PERSON: Ko2(3Y PHONE: " °6 " Dig — CITY OF JKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL REVISION SUMMARY: SHEET NUMBER(S) / ` — �.ENLO�C D - A,.,o FS u r�JM pL 4 -5 E.2 A2 Lru_r�c�" (7�rzEc_ _� iVo )2- Q ) r,-EU G,Seo 0 G ►2.Uc, p A--0 G p r- S e P erzA- 1".m --6,,, "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 36 - e - 146yed SICXrek . ;5 -- DOVO CITY USE ONLY B/d . . Plannin Fire ta JAN 2 5 2000 PERMIT CENTER Public.Wo'rks 3/19/96 C City of Tukwila Fire Department Fire Department Review Control #M99 -0259 (510) Re: Holaday Parks - 4650 South 134th Place Dear Sir: January 5, 2000 Thomas P. Keefe, Fire Chief The attached set of mechanical 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) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) John W. Rants, Mayor LJnn.dn...«In.. C'I..N..... AAA A n.Jnun.. Dn..L Cnn• - T..L.. II.. TAAnli /n..1i.n (1Dl DQ / D /011A1 [7C_AAAA - t.... /9AA1 1'7e AA7A City of Tukwila Fire Department Page number The Tukwila Fire Prevention Bureau cc: TFD file ncd S/v An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 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, John W. Rants, Mayor Thomas P. Keefe, Fire Chief .• • _ n• _.._ _ • • • • - n__L TX, - it —.a_— net On nL___ •nn•■ wrap ••A • _ n.... InAtl ' wrsw • •qf (R) 09/30/99 THU 10:34 FAX 206 248 ""qo ( I certify that this is a true copy of Holaday-Parks, Inc. Contractors License. portoomagrarlio, F625.052-000 (S1)71 •••••:. , DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST corn GENERAL ,REGIST. EXP . DATE •HOLADPI379NO 09/01/2000 EFFECTIVE ,DATE ' 01/21/1983 HOLADAY. PARKS INC •-, PO BOX 69208 SEATTLE - WA 98188 • .• This 9th day of September 1999. A notary in .......41.4.611.11101....M.i . . . . . o State of my commission expires 01/15/2003, HOLADAY PARKS • • - •9 Zion .'• RECEIVED CITY OF TUKWILA SEP...3 0 1999 PERMIT CENTER 01/24/2000 16:04:04 24x24 FILTER GRILLE(1YP,) /' 12(8 SSG 280 At / ' ell .// ///: / 0 / 257F ocia. ezia. / / CONFEREKE ''' -4, , 1=11 , 120__Q] i 4X10 / Si- I WptIN cD 18x14 TG x12 12x10 DN 12x12 UP TO F-1 SEE /11-0.1 FOR \ PUMP RM. DETAIL MEN !-HVITAl R 12t1 JU NE 1414 RAG W/FILTER 14x10 VG 18x111 TG 590 1 2-1/2 CHWS&R UP TO CH-1 ON ROOF 20x12 SM/W RATED OCCUPANCY SEPERATION BY G.C. 20x12 SM/W DN TO 1ST 12x10/SL DN TRANS. 10 10 NON-RATED CONSTRUC110N BETWEEN SHAFT AND OFFICE 20x12 SM/W DN TO 1ST FLR 60x24/2" SL UP TO RHO-1 ""2-1/2" CHWS&R UP TO AHU-1 ON ROOF 60x24 /2" SL UP TO RHO-1 1800-2-21 WELDING / JOBBING EXISTING 130 NOR UNIT HEATER (TYP.2) DUCTBOARD '.5FOOP OFFICE B73'?? 3/4" UP TO ROOF (FUTURE) 2" (COSTING) r (FUTURE) 1 -1 /4" EXISTING LOW PRID3SURE GAS /— METER. WILL CHANGE TO MEDIUM // PRESSURE GAS METER IN ME FUTURE Si_CO\D 7 LOOR P 2" B81 PLASMA CUTTING HOLADAY—PARKS, INC. CORPORATE OFFICES 4600 S. 134TH PLACE, TUKWILA P.O. BOX 69208, SEATTLE, WA 98188 (206) 248-9700 FAX 248-8700 A LOADING DOCK ASSEMBLY UP TO EXISTING 550 MBH IME-UP PJR UNIT • 0 101- D75 SPIRAL PIPE L__ FLUE VENT UP-/ THROUGH ROOF SEE DETAIL ON M q=1 SOUND LINING 90 MBH RADIANT HEATER IRH-21- — - - — I RH -1I 15' 2 STAGES 200/145 MBH RADIANT TUBE HEATER INSTALL HEATER 1641" A.F.F. 35 MOUNTING INSTALL REFLECTOR AT 45 MOUNTING ANGLE TOWARDS WALL CN INSTALL RADIANT TUBE HEATER 17 A.F.F. RIMMED ANY OP TUKIARIA jAN 2 5 2 000 PERMIT CENTER DESIGN CHANGE #1 1. ELIMINATE FIRE/SMOKE DAMPERS PER ARCHITECT DIRECTIVE. NOT REQUIRED BASED ON GROUP B- AND GROUP F-2 SEPARATION. cop REVISION NO, CONSTRUCTION ISSUE APPROVED approved: IE I'd U) UJ IL IL 9 6 ILI z t (2 < F T_ (f) .< <- .(c 0 \Q, date f last revision: 1/24/00 M-2 — 1 oadd tile nom: FOR CONSTRUCTION - 7.. -- 46032m Mcil -D D,59 1 1 P d T1c:. GENERAL NOTES 1. ALL TRADES TO LEAVE 36 CLEARANCE IN FRONT OF MECHANICAL EQUIPMENT ACCESS PANELS FOR SERVICING. 2. CUTTING, FRAMING, PATCHING AND PAINTING OF WALL. CEILING ((AND FLOOR)) OPENINGS SHALL BE BY GENERAL CONTRACTOR. ((THIS INCLUDES OPENINGS THROUGH AREA SEPARATION WALLS.)) 3. ROOF CURBS, FLASHINGS, SLEEPERS, PITCH POCKETS, AND CUTTING AND PATCHING OF ROOF OPENINGS SHALL BE BY GENERAL CONTRACTOR. 4. ROOF CURBS, SLEEPERS, AND CANT STRIPS TO BE BUILT AND FASTENED TO THE ROOF BY GENERAL CONTRACTOR. CURBS TO BE CONSTRUCTED ACCORDING TO SIZES PROVIDED BY HOLADAY- PARKS' FIELD MECHANIC. SHIM AS REQUIRED TO MAKE ROOF CURBS AND SLEEPERS LEVEL. TOP OF CURB MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. 5. ROOFTOP AIR HANDLER AHU -1 IS FURNISHED WITH FACTORY CURB REQUIRING INSULATION AND CANT STRIP BY GENERAL CONTRACTOR. CURB SHALL BE ASSEMBLED AND SET IN PLACE BY MECHANICAL CONTRACTOR. LEVELING, TRUING, AND FASTENING OF CURBS TO ROOF STRUCTURE SHALL BE BY GENERAL CONTRACTOR. TOP OF CURB MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'_ ROOF CURB MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. 6. FINAL PAINTING OF GRILLES, REGISTERS, AND DIFFUSERS, AS MAY BE REQUIRED BY ARCHITECT, SHALL BE DONE BY GENERAL CONTRACTOR. 7. ALL LOUVERS, BOTH DUCTED AND NON- DUCTED, ARE TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. LOUVERS ARE SHOWN ON THESE PLANS BOTH FOR COORDINATION AND TO INDICATE THE REQUIRED LEVEL OF PERFORMANCE. LOUVERS SHALL BE RUSKIN ELF -375D AT AIR INTAKES AND RUSKIN ELF -375 AT EXHAUST OUTLETS_ LOUVERS OF ALTERNATE MAKE AND /OR TYPE MAY BE SUBSTITUTED ONLY IF THEY HAVE BOTH PRESSURE DROP AND WATER CARRY -OVER PERFORMANCE EQUAL TO OR BETTER THAN THE LOUVERS SPECIFIED. 8. GENE RAL CONTRACTOR IS RESPONSIBLE FOR TEMPORARY HEAT DURING CONST RUCTION. 9. UNIT W EIGHTS AND LOCATIONS HAVE BEEN COORDINATED WITH ARCHITECT AND STRUCTURAL ENGINEER TO DETERMINE BUILDING STRUCTURAL ADEQUACY. IF IT IS NECES SARY TO RELOCATE A UNIT, NOTIFY HOLADAY- PARKS' ENGINEERING DEPARTMENT FOR RE- COORDINATION. 10. BEAM PENETRATIONS ARE REQUIRED FOR DUCTWORK CLEARANCE AND FUTURE ' TENANT. IMPROVEMENT. 1 . GENERAL CONTRACTOR IS TO PROVIDE ALL ''BEAM PENETRATIONS PER HOLADAY- PARKS' :DRAWINGS AND FIELD MARKINGS AS APPROVED BY THE STRUCTURAL ENGINEER. 11. IN NO INSTANCE SHALL OTHER TRADES HANG OR SUPPORT EQUIPMENT, CEILING GE S , ETC., FROM VA Q S LIGHT FIXTURE 'RAN R F WIRES, C. HVAC EQUIPMENT NT OR DU CTWORK. E 12. PLUMBER SHALL ROUTE PLUMBING VENTS SO AS TO MAINTAIN MINIMUM 15 FEET OF CLEARANCE FROM'. OUTSIDE AIR INTAKES_ 1. PIPING SUBCONTRACTOR SHALL PROVIDE SELF - UNITING HEAT TAPE ON ((CONDENSER WATER PIPING)). HEAT TAPE SHALL BE RAYCHEM 'XL- TRACE' MODEL 5XL, OR EQUAL, AND SHALL BE ACTUATED BY THERMOSTAT BASED ON AMBIENT TEMPERATURE. ((GIVE LOCATIONS)). ELECTRICAL CONTRACTOR SHALL INSTALL THERMOSTATS ((AND DO ALL POWER WIRING)). 2. WHERE INDICATED ON EQUIPMENT SCHEDULES, THE EQUIPMENT COMES COMPLETE FROM THE FACTORY WITH MOTOR CONTROLS AS REQUIRED. ELECTRICIAN SHALL PROVIDE SERVICE AND A DISCONNECT PER CODE, AND DO ALL POWER WRING, INCLUDING CONNECTING TO EQUIPMENT. 3. WHERE INDICATED ON EQUIPMENT SCHEDULES, THE EQUIPMENT REQUIRES FIELD INSTALLED MOTOR STARTERS. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL MOTOR STARTERS (OR CONTACTORS WHERE INDICATED), PROVIDE SERVICE AND DISCONNECT PER CODE, AND DO ALL POWER WIRING, INCLUDING CONNECTING TO EQUIPMENT. HOLDING COIL CIRCUIT SHALL BE POWERED BY ELECTRICAL CONTRACTOR (120 VOLT /1 PH. UNLESS INDICATED OTHERWISE). ALL STARTERS SHALL BE PROVIDED WITH H -O -A SWITCH. 4. 2 ? 120V CONTROL CIRCUITS PER FLOOR ARE REQUIRED. E.C. SHALL PROVIDE SERVICE AND A DISCONNECT PER CODE, AND DO ALL POWER WIRING, INCLUDING CONNECTING TO CONTROLS CONTRACTOR PROVIDED TRANSFORMERS AND EQUIPMENT_ GAS PIPING NOTES 1. GAS PIPING SHALL BE SCHEDULE 40 STEEL PIPE WITH MALLEABLE IRON FITTINGS. 2. GAS SUPPLY IS P I AT METER. PROVID W.N.G_ APPROVED ((2 REGULATOR WITH F P.S_LG. 5 P.S.i.G ULL CAPACITY, INTERNA E L RELIEF TO REDUCE TO LOW PRESSURE AT EACH DEVICE. REGULATORS LOCATED INDOORS SHALL BE VENTED TO THE OUTSIDE. 3. PROVIDE A.G.A. APPROVED SHUTOFF VALVE AT EACH DEVICE. SHUTOFF VALVE BODY SHALL HAVE 'SIDE TAP', LOCATED BETWEEN VALVE AND DEVICE, TO ALLOW MEASUREMENT OF INLET GAS PRESSURE. ALTERNATE METHOD IS TO PROVIDE A TEE WITH SEPARATE SHUTOFF VALVE OR GAS COCK AND CAP BETWEEN SHUTOFF VALVE AND DEVICE. • DING Di'JIS U'i .. G...; GI T.Ir .N1 A 9 ELECTRICAL COORDINATION HVAC PIPING NOTES ((FOR CHILLED, CONDENSER, HEAT RECOVERY, AND HOT WATER PIPING)) 1. INSTALLATION OF ALL PIPING, HYDRONIC EQUIPMENT, AND 'CONTROLS SHALL CONFORM TO 1997 MEW, U.M.C.)), AND ALL OTHER APPLICABLE LOCAL, STATE, AND NATIONAL CODES. 2. THE PIPING CONTRACTOR SHALL PROVIDE FULL SUBMITTALS OF ALL PIPING AND DEVICES FOR H -P APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 3. THROUGH PENETRATION AND MEMBRANE PENETRATION FIRE STOP AS REQUIRED IN THE UBC SHALL BE PROVIDED AND INSTALLED BY PIPING CONTRACTOR. 4. INTERLOCK BOILER BURNER CONTROLS WITH FLOW SWITCH, LOW WATER CUT -OUT, AND HIGH WATER TEMPERATURE SAFETY CONTROLS. INSTALL PRESSURE GAUGE, WATER TEMPERATURE THERMOMETER, ((AND STACK GAS THERMOMETER ON BOILER)). INSTALL A.S.M.E. RELIEF VALVE SET AT 30 PSIG ON BOILER AND PIPE RELIEF TO FLOOR DRAIN. 5. ALL CHILLED WATER & HOT WATER PIPING SHALL BE INSULATED THROUGHOUT. ANY CONDENSER WATER AND HEAT RECOVERY WATER PIPING !THAT IS EXPOSED TO AMBIENT TEMPERATURES SHALL BE INSULATED. INSULATION SHALL BE PRE - FORMED FIBERGLASS. INSULATED PIPING INSIDE BUILDING SHALL HAVE 'ALL- SERVICE' JACKET OVER INSULATION. PIPING AT ROOF SHALL HAVE ALUMINUM 'ALL - WEATHER' JACKET OVER INSULATION. INSULATION THICKNESS REQUIRMENTS: RUNOUT UP 1 -1 /4'0 .2 -1/2'0 GREATER SYSTEM F11110 TEMP. 'F TO 2'0 1'0 & LESS TO 7'0 TO 4 5'0 TO 6'0 THAN 6'0 CHILLED WATER HEATING HOT WATER 40'F -55'F BELOW HOT 105'F -140'F 140'F -200'F 201'F -250'F 251'F -350'F ABOVE 350'F 1/2° 1/2' 1' 1' 1/2" 1 ‘2' 1 -1/2' 1 -1/2' 3/4' 1' 1 -1/2" 1 -1/2' 1' 1 1 1 -1/2' 1 -1/2" 1 -1/2' 1 -1/2' 1 -1/2 2' 2' 2 -1/2" 2 -1/2' 2 -1/2' 2 -1/2' 3' 1 -1/2' 1 -1/2' 2" 3 -1/2' 3 -1/2' ECONOMIZER 45'F -55'F 1/2" 1" 1' ! 1 -1/2" 1 -1/2' 1 -1/2' WATER HEAT RECOVERY 40'F -65'F 1/2 " 3/4' 1" WATER CONDENSER 457;-55'F 1/2' 3/4" 1" WATER 6. ALL EQUIPMENT, VALVES AND FITTINGS. SHALL BE RATED FOR A MAXIMUM "' PRESSURE OF 125 OPERATING ESS (( )) PSIG. 1" 1" 1 -1/2" 7. ALL EQUIPMENT, EXPANSION TANKS, CIRCULATING PUMPS, AND PIPING MUST BE SECURELY ANCHORED TO THE STRUCTURE. 8. USE DIELECTRIC UNIONS, OR HOLADAY -PARKS ENGINEERING APPROVED EQUAL, AT ALL CONNECTIONS OF DISSIMILAR METALS. 1 -1/2" 1 -1/2" 3 -1/2' 3 -1/2' 3 -1/2" 9. INSTALL GALVANIZED SHEET METAL PIPE SADDLES AT PIPE HANGERS (OR SUPPORTS) FOR INSULATED PIPE. HANGERS SHALL NOT DIRECTLY CONTACT PIPING. 10. PIPE MATERIALS SHALL BE AS FOLLOWS: a. STEEL PIPE SHALL BE SCHEDULE 40 BLACK STEEL ;PIPE WITH MALLEABLE IRON FITTINGS. USE GROOVED -PIPE CONNECTORS, VICTAULIC, OR HOLADAY -PARKS ENGINEERING APPROVED EQUAL. (SEE NOTE #6). I •, b. COPPER WATER PIPING SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS. JOINTS SHALL BE SOLDERED WITH "95 -5 SOLDER. (SEE NOTE. #6)_ 11. SYSTEM FILL AND ANTI - FREEZE: a. AFTER COMPLETION OF PIPING SYSTEM INSTALLATION AND PRESSURE TESTING, AND BEFORE MAKING CONNECTIONS TO EQUIPMENT, REMOVE ALL TRACES OF DIRT, OIL PIPE JOINT COMPOUND, ETC. BY FLUSHING PIPE SYSTEM WITH TRI- SODIUM PHOSPHATE CLEANER AND RUNNING CIRCULATION PUMPS. DRAIN, RE -FILL, AND RE -FLUSH SYSTE IN ORDER TO REMOVE ALL TRACES OF CHEMICAL CLEANER. b. AFTER SYSTEM HAS BEEN THOROUGHLY CLEANED AND PRESSURE TESTED, FILL WITH A MIXTURE OF WATER AND ETHYLENE GLYCOL WITH'. APPROPRIATE CORROSION INHIBITORS, DOW CHEMICAL "DOW -THERM SR -1 ", OR HOLADAY -PARKS ENGINEERING APPROVED EQUAL GLYCOL CONCENTRATION SHALL. BE 20% BY WEIGHT WHICH WILL REQUIRE APPROXIMATELY GALLONS. c. RUN PUMPS TO CIRCULATE UNTIL THOROUGHLY MIXED AND ALL AIR HAS BEEN PURGED FROM SYSTEM. THEN, DRAW A SAMPLE OF GLYCOL -WATER MIXTURE AND SEN TO MANUFACTURER'S LABORATORY. FOR ANALYSIS. ADD, GLYCOL AND /OR INHIBITOR AS DIRECTED BY LAB REPORT. SUBMIT FINAL LAB REPORT TO HOLADAY- PARKS ENGINEERING DEPARTMENT_ d. PRESSURIZE SYSTEM ACCORDING TO THE FOLLOWING SCHEDULE AND LEAVE FILL VALVE CLOSED: CHILLED WATER SYSTEM FILL PRESSURE: 12 - /SIG CHILLED WATER SYSTEM RELIEF VALVE SETTING: 30 PSIG HEAT RECOVERY WATER SYSTEM FILL PRESSURE: 12 PSIG WATER SYSTEM RELIEF VA HEAT RECOVERY VALVE SETTING: 30 PSIG HOT WATER SYSTEM FILL PRESSURE: 12 PSIG HOT WATER SYSTEM RELIEF VALVE SETTING: 30 ':PSIG 12. ALL BACKFLOW DEVICES, CROSS CONTROL DEVICES, VACUUM BREAKER AND DOUBLE CHECK VALVES TO BE A TYPE APPROVED BY THE STATE OF WASHINGTON HEALTH SERVICES DIVISION_ (U.B.C. SEISMIC ZONE 3, SMACNA SEISMIC HAZARD LEVEL B) 1 ANY BASE - MOUNTED /SPRING - MOUNTED EQUIPMENT SHALL HAVE TOTALLY ENCLOSED, SEISMIC RATED SPRINGS (MASON MODEL SSLFH OR EQUAL), OR OPEN SPRINGS PLUS SEISMIC "SNUBBERS" (MASON MODEL Z -1225 OR EQUAL). 2. ALL SPRING MOUNTED, SUSPENDED EQUIPMENT SHALL HAVE SEISMIC CABLES INSTALLED IN ADDITION TO EQUIPMENT HANGERS. CABLES SHALL BE INSTALLED DIAGONALLY UP AND AWAY FROM EQUIPMENT CORNERS AND BE ATTACHED TO THE STRUCTURE. ABOVE. CABLES SHALL BE LEFT PARTIALLY SLACK. SIZE AND INSTALL CABLES PER SMACNA SEISMIC RESTRAINT MANUAL 3. ANY EQUIPMENT MOUNTED RIGIDLY TO THE BUILDING STRUCTURE SHALL NOT REQUIRE ADDITIONAL SEISMIC RESTRAINT. 4. ALL CEILING MOUNTED DIFFUSERS SHALL HAVE WIRES (16 GA.) ATTACHED TO THE ABOVE FLOOR SLAB OR STRUCTURE. SAFETY WIRES SHALL BE LEFT PARTIALLY SLACK. ALTERNATE METHOD SHALL BE TO ATTACH DIFFUSERS TO T BAR GRID WITH SCREWS, RIVETS, OR CEILING CLIPS FOR TERMINALS WEIGHING LESS THAN 20 POUNDS. SEISMIC RESTRAINING NOTES 1. DUCT SIZES INDICATED ON PLANS ARE NET INSIDE DIMENSIONS_ A CALL -OUT SUCH AS 12" X 127SL MEANS A 14 X 14' SHEET METAL DUCT WITH 1' SOUNDUNER, GIVING A NET INSIDE DIMENSION OF 12 X 12 ° . 2. THROUGH PENETRATION AND MEMBRANE PENETRATION FIRE STOP AS REQUIRED IN THE UBC SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. FIRE STOP SYSTEM SHALL BE 3M BRAND FIRE BARRIER CP 25WBT CAULKING OR APPROVED EQUIVALENT. NOTE PER UBC 714 EXCEPTION: FIRE AND COMBINATION FIRE AND SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR USTINGS_ MANUFACTURER INSTALLATION INSTRUCTIONS DO NOT REQUIRE FIRE STOP BETWEEN SLEEVE AND ASSEMBLY PENETRATED_ 3. DUCTWORK SHALL BE CONSTRUCTED TO DIMENSIONS INDICATED ON PLANS. THE TOLERANCE OF THESE DIMENSIONS SHALL BE AS SPECIFIED IN HOLADAY- PARKS, INC_ SHOP STANDARDS MANUAL LENGTHS, AND CRITICAL DIMENSIONS BETWEEN DUCTWORK AND OTHER BUILDING /SYSTEM ELEMENTS ARE INDICATED WHERE A LOCATION OR DIMENSION SCALED FROM THE DRAWING WILL NOT BE ADEQUATE. THE TOLERANCE OF CRITICAL DIMENSIONS, IF NOT INDICATED, SHALL DEFAULT TO THAT OF THE INSTALLING MECHANIC'S MEASURING DEVICES_ SCALED LOCATIONS OR DIMENSIONS ARE NOT SUBJECT TO TOLERANCE GUIDELINES_ 4_ THESE PLANS HAVE BEEN COORDINATED WITH THE ARCHITECTURAL, STRUCTURAL SPRINKLER AND ELECTRICAL DRAWINGS_ ANY CHANGES IN THIS LAY -OUT MUST BE REVIEWED BY HOLADAY- PARKS' ENGINEERING DEPARTMENT. 5. FINISHED CEILING HEIGHT IN OFFICE AREAS WILL BE ABOVE FINISHED FLOOR (AFF) TO BOTTOM OF CEILING. TO ALLOW ' FOR RECESSED LIGHT FIXTURES, DUCTWORK SHALL BE INSTALLED NO LOWER THAN AFF, EXCEPT AS NOTED. 6_ DUCT ELBOWS SHALL BE RADIUS TYPE WITH FULL WIDTH THROAT RADIUS, UNLESS SHOWN OTHERWISE TURNING VANE ELBOWS SHALL HAVE DOUBLE THICKNESS TURNING VANES INSTALLED IN EVERY RAIL TAB. 7. VAV SYSTEM DUCT CONSTRUCTION SHALL BE AS FOLLOWS: a_ CONNECT TO AC -1 OUTLET WITH RECTANGULAR TRANSITION AS DIMENSIONED IN THE PLANS_ LINE FITTING WITH 2 SOUNDUNER AND PERFORATED METAL THE TAKE -OFF FITTING SHALL BE ROUND OR OVAL AS INDICATED_ THE PERF AND UNER WILL TAPER ON THE INSIDE OF THE FITTING TO PROVIDE A SMOOTH TRANSITION TO THE ROUND OR OVAL TAP. b. SUPPLY DUCTWORK FROM A/C UNIT TO VAV BOXES SHALL BE GALVANIZED SPIRAL PIPE (OR FLAT OVAL PIPE) WITH SHOP OR FIELD INSTALLED SADDLE OR FLANGE TAP FITTINGS_ FITTINGS SHALL HAVE NO PROTRUSIONS INTO THE AIR STREAM_ FABRICATE AN INSTALL DUCTWORK PER SMACNA 3' PRESSURE CLASSIFICATION_ SEAL ALL DUCTWORK_. MAKE FINAL CONNECTION TO VAV BOX WITH HIGH PRESSURE ((INSULATED)). FLEX DUCT_ FLEX DUCT SHALL BE LIMITED TO A LENGTH OF 4 FEET AND ONE 451 DEGREE TURN: VAV BOXES SHALL HAVE MINIMUM TWO DIAMETERS OF STRAIGHT FLEX DUCT AT INLET. c WHERE INDICATED ON PLANS, SUPPLY DUCTWORK FROM SUPPLY FAN(S) TO VAV BOXES SHALL BE INSULATED WITH 1 -1/2" DUCT INSULATION (SEE NOTE #9_f_). d. SUPPLY DISTRIBUTION DUCTWORK FROM VAV BOXES TO DIFFUSER RUNOUTS SHALL BE 'SHEET METAL WRAPPED WITH 1 -1/2" DUCT INSULATION_ ALTERNATE: RUNOUTS SHALL BE 1' THICK, UT__ LISTED, CLASS 1 FIBERGLASS DUCTBOARD EXCEPT WHERE LINEI SHEET METAL IS INDICATED_ FABRICATE AND INSTALL PER. SMACNA 1/2° PRESSURE CLASSIFICATION_ e. RUNOUTS TO DIFFUSERS SHALL BE LOW PRESSURE INSULATED FLEX DUCT (AND RIGID ROUND DUCT WHERE INDICATED). USE UNINSULATED FURNACE PIPE FITTINGS WHERE FITTINGS ARE INDICATED IN RIGID ROUND DUCT_ FLEX DUCT SHALL BE LIMITED TO A LENGTH OF 8. FEET AND TWO 45 DEGREE TURNS_ f_ WHERE RETURN AIR IS DUCTED, RETURN AIR DUCTWORK SHALL BE SAME AS FOR LOW VELOCITY SUPPLY (SEE 'd' AND 'e' ABOVE). 8. OUTSIDE AIR SUPPLY DUCTWORK CONSTRUCTION SHALL BE AS FOLLOWS: H. DUCTWORK FROM PERIMETER WALL LOUVERS UP TO AIR HANDLING UNITS SHALL BE RECTANGULAR, GALVANIZED SHEET METAL WITH 2' SOUNDUNER (OR MINIMUM R -7 DUCT INSULATION WHERE INDICATED). b. FABRICATE AND INSTALL TO SMACNA 1/2" PRESSURE CLASSIFICATION- 9_ TOILET EXHAUST DUCTWORK SHALL BE UNLINED GALVANIZED SHEET METAL (UNLESS OTHERWISE INDICATED), WITH UNINSULATED FURNACE PIPE RUNOUTS AND UNINSULATED VAPOR PROOF FLEX CONNECTIONS TO ((REGISTER AND /OR GRILLE CANS)). SEAL ALL DUCTWORK.'. FABRICATE AND INSTALL PER SMACNA 1' PRESSURE CLASSIFICATION. 10_ FIRE' DAMPERS SHALL P_ IN OR OUT OF THE AIR STREAM AS FOLLOWS: '.(EXCEPTIONS WILL BE CALLED OUT FPECIF1CALLY ON THE PLANS)_ SUPPLY DUCTWORK - OUT OF. THE AIR STREAM RETURN DUCTWORK - IN THE AIR STREAM SUPPLY DIFFUSER CAN - OUT OF THE AIR STREAM RETURN GRILLE CAN - IN THE AR STREAM 11. FLUE VENT CONSTRUCTION SHALL BE OF CLASS 'B', DOUBLE WALL VENT PIPE, • METALBESTOS RV OR EQUIVALENT_ 12. MATERIALS: o_ DUCTBOARD: 1° THICK, U.L LISTED, CLASS 1 FIBERGLASS DUCTBOARD, FABRICATED AND INSTALLED PER SMACNA STANDARDS AND THE MANUFACTURER'S RECOMMENDATIONS_ USE ONLY HEAT BONDING TAPE. PRESSURE SENSITIVE TAPE IS NOT ACCEPTABLE. b. SOUNDUNER (INDOORS): 1" THICK, 1 -1/2 LB_ DENSITY FIBERGLASS DUCTUNER WITH BLACK MAT FACING. SCHULLER - MANVILLE "PERMACOTE LINACOUSTIC STANDARD', OR OWENS CORNING 'AEROFLEX PLUS'_ (MINIMUM INSTALLED R- VALUE = 3.3) c_ SOUNDUNER (OUTDOORS): 2 THICK, 1 -1/2 LB_ DENSITY FIBERGLASS DUCTUNER WITH BLACK MAT FACING_ SCHULLER- MANVILLE "PERMACOTE UNACOUSTIC STANDARD', OR OWENS CORNING "AEROFLEX PLUS". (MINIMUM INSTALLED R- VALUE = 7.0) d. RIGID ROUND DUCT: 1" THICK, PRE - FORMED ROUND FIBERGLASS DUCT. JOHNS- MANVILLE "MICRO- ARC_ e. f_ k. SHEET METAL NOTES LOW PRESSURE INSULATED FLEX DUCT: THERMAFLEX MK -E. HIGH PRESSURE INSULATED FLEX DUCT: THERMAFLEX MK -C_ HIGH PRESSURE UNINSULATED FLEX DUCT: THERMAFLEX S -TL UNINSULATED VAPOR PROOF FLEX DUCT: THERMAFLEX S -TL DUCT INSULATION (INDOORS): 1 -1/2 THICK, 3/4 LB. DENSITY FIBERGLASS WITH F.S.K. . VAPOR BARRIER JACKET_ (MINIMUM INSTALLED R -VALUE = 3.3) DUCT INSULATION (OUTDOORS): 3" FIBERGLASS, MINIMUM 3/4, LB. DENSITY. DR 2" FIBERGLASS 1.5 LB_ DENSITY WITH VAPOR BARRIER AND WEATHERPROOF JACKET. (MINIMUM INSTALLED R- VALUE = 7.0). PERFORATED METAL 20' GAUGE COLD ROLLED STEEL WITH 3/16' DIAMETER HOLES ON:1 /4" STAGGERED CENTER GIVING 51% OPEN AREA ti^ PROJECT COMPLETION REQUIREMENTS 1. DRAWINGS: A. UPON PROJECT COMPLETION INSTALLERS SHALL PROVIDE ACCURATE AS -BUILT REDLINES TO H -P ENGINEERING DEPARTMENT FOR INCORPORATION INTO ELECTRONIC FILES. REDLINE DRAWINGS WILL INCLUDE: 1. ALL DIFFUSERS SHOWN IN FINAL EXACT LOCATIONS. 2. ALL VAV BOXES AND SMALL FANS SHOWN WITHIN 12" OF ACTUAL LOCATIONS 3. ALL LARGE EQUIPMENT SHOWN IN EXACT LOCATIONS 4. ALL DUCTWORK SHOWN WITHIN 12" TO 18" OF ACTUAL LOCATIONS 5. ALL PIPING SHOWN WITHIN 12" OF ACTUAL LOCATIONS 6. ALL DIMENSIONS SHOWN ON ENGINEERED DRAWINGS TO BE REVISED TO ACTUAL 7. ALL ELEVATIONS AFF SHOWN ON ENGINEERED DRAWINGS TO BE REVISED TO ACTUAL 8. ALL HVAC AND PIPING DETAILS REVISED PER ACTUAL INSTALLATION AS - BUILTS SHALL BE RETURNED TO ENGINEERING WITHIN 5 DAYS OF SCHEDULED COMPLETION DATE. RECORD DRAWINGS OF THE ACTUAL INSTALLATION WILL BE PROVIDED TO THE BUILDING OWNER BY THE AGREED UPON SCHEDULE DATES. 2. MANUALS: A. OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER BY THE AGREED UPON SCHEDULE DATES. THE MANUAL SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1. SUBMITTAL DATA STATING EQUIPMENT SIZE AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. 2. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, EXCEPT EQUIPMENT NOT FURNISHED AS PART OF THE PROJECT. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY. 4. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR FIELD DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 5. A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE INCLUDING SUGGESTED SET POINTS. (SEQUENCE OF OPERATIONS) 3. SYSTEM BALANCING: A. GENERAL: HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. AIR AND WATER FLOW RATES SHALL BE MEASURED AND ADJUSTED TO DELIVER FINAL FLOW RATES WITHIN 10% OF DESIGN RATES. A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER BY THE AGREED UPON SCHEDULE DATES. B. AIR SYSTEM BALANCING: AIR SYSTEMS SHALL BE BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES THEN, FOR FANS WITH SYSTEM POWER OF GREATER THAN HP, FAN SPEED SHALL BE ADJUSTED TO MEET DESIGN FLOW CONDITIONS. ADDITIONAL REQUIREMENTS. INCLUDE: C. HYDRONIC SYSTEM BALAN.,ING. HYDRONIC SYSTEMS SHALL BE PROPORTIONATELY 'BALANCED IN A MANNER TO FIRST MINIMIZE THROTTLING LOSSES, THEN THE PUMP IMPELLER SHALL BE TRIMMED :OR PUMP SPEED SHALL BE ADJUSTED TO MEET DESIGN FLOW. CONDITIONS. EXCEPTIONS INCLUDE PUMPS WITH PUMP MOTORS OF 10 HP OR LES RESULTS IN R OF H : OR WHEN THROTTLING ESULTS NO GREATER THAN 0 NAMEPLATE THE HORSEPOWER DRAW ABOVE THAT REQUIRED IF THE IMPELLER WERE TRIMMED. EACH HYDRONIC SYST'tM SHALL HAVE THE ABILITY TO MEASURE PRESSURE ACROSS THE PUMP PER THE PUMP DETAILS. ADDITIONAL REQUIREMENTS INCLUDE: 4. SYSTEMS COMMISSIONING A. SIMPLE SYSTEMS: FOR SIMPLE SYSTEMS, AS DEFINED IN SECTION 1421, AND FOR WAREHOUSES AND SEMIHEATED SPACES, HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORD WITH APPROVED PLANS AND SPECIFICATIONS_ SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORD WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER EN THE AGREED UPON SCHEDULE DATES_ B. OTHER SYSTEMS: AL!. OTHER HVAC CONTROL SYSTEMS, AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR WHICH ENERG': CONSUMPTION, PERFORMANCE, OR MODE OF OPERATION ARE REGULATED BY THIS CODE, SHALL BE TESTED 70 ENSURE TOUT CONTROL DEVICES, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORD WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORD WITH APPROVED PLANS AND SPECIFICATIONS. C. DOCUMENTATION: THE WITNESS TEST CHECKLIST SHALL IDENTIFY THE FOLLOWING FOR EACH TEST: 1_ EQUIPMENT AND SYSTEMS TO BE TESTED, INCLUDING THE EXTENT OF SAMPLING TESTS, 2. FUNCTIONS TO BE TESTED (FOR EXAMPLE CALIBRATION, ECONOMIZER CONTROL, ETC.), 3. CONDITIONS UNDER WHICH THE TEST SHALL BE PERFORMED (FOR EXAMPLE WINTER DESIGN CONDITIONS, FULL OUTSIDE AIR. ETC.), 4. MEASURABLE CRITERIA FOR ACCEPTABLE PERFORMANCE. 5. COMMISSIONING REPORTS A. PRELIMINARY COMMISSIONING REPORT, A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED_ THE PRELIMINARY REPORT SHALL IDENTIFY: 1. DEFICIENCIES FOUND DURING TESTING REQUIRED BY THIS SECTION WHICH HAVE NOT BEEN CORRECTED AT THE TIME OF REPORT PREPARATION AND THE ANTICIPATED DATE OF CORRECTION. 2. DEFERRED TESTS WHICH CANNOT BE PERFORMED AT THE TIME OF REPORT PREPARATION DUE TO CLIMATIC CONDITIONS. 3. CLIMATIC CONDITIONS REQUIRED FOR PERFORMANCE OF THE DEFERRED TESTS, AND THE ANTICIPATED DATE OF EACH DEFERRED TEST. B. FINAL COMMISSIONING REPORT: A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER BY THE AGREED UPON SCHEDULE DATES_ SHEET INDEX REV # j_EuA SHIFT TITLE M -0 GENERAL NOTES M -0.1 LEGENDS AND SEQUENCE OF OPERATION M -1 FIRST FLOOR HVAC PLAN M -2 SECOND FLOOR HVAC PLAN M -3 ROOF HVAC PLAN M -D.1 DETAILS M -S.1 SCHEDULES ° = NOT INCLUDED IN THIS ISSUE rrlg:4 RECEIVED crry op PERMIT CENTER PENDING CITY APPROVAL APPROVED FOR CONSTRUCTION approved: dote: date of last revision: 12 /15 /qq M -O cadd the name: 47261t10 - c ? 5c :21/1999 11:51:03 81� BUTTERFLY VALVE BALL VALVE GATE VALVE PRESSURE REDWING VALVE CHECK VALVE ASWSEMBLY ECK VALVE PRESSURE RELIEF VALVE GA5 CHECK VALVE SOLENOID VALVE BALANCING VALVE TYEO -WAY CONTROL VALVE THREE -WAY CONTROL VALVE BALAN GLOBE VALVE HOSE BIBB RIFE GAP II GLEAN -OUT CONCENTRIC REDUCER ECCENTRIC REDUCER DIRECTION OF FLOW HIGH CAPACITY AUTO AIR VENT BUTTERFLY VALVE —��- CHECK VALVE PIPING LEGEND —� DIFFERENTIAL PRESSURE SWITCH —{ RPBFP �— REDUCED PRESSURE BAGKFLON PREVENTOR ALIGNMENT GUIDE y NOTES: I. USE DIELECTRIC UNIONS AT JUNCTION OF DISSIMILAR METALS. 2. INSULATE ALL PIPING, VALVES, FITTINGS, PUMPS, A5 -I 4 ET-I. 3. 3-WAY CONTROL VALVE FURNISHED BY CONTROL CONTRACTOR. PUMP TEMPERATURE INDICATOR STRAINER PRESSURE GAUGE DOUBLE PRESSURE GAUSE FUNNEL FETES PLUS FLANGE FITTING 154105 FLOR-ETER, VEITURI BULB WELL FLOW SWITCH BULB HELL WITH SENSOR MANUAL AIR VENT AUTOMATIC AIR VENT FLEX FITTING FLEX CONNECTION FLEX CONNECTION SUMP FLEX CONNECTION EQUIPMENT CONNECTION 4. COIL RUN0JT DRAIN W/ NOSEBIBB CONNECTION. LOCATE e LOW POINT OF RUNOUT PIPING. 5. GAUGE COCKS TO NE CLOSED DURING NORMAL OPERATION. 12'x1279L / • 12'x12' SM AIESINOW • 12 - x12" SIAM IIIIIIMIIIIIImijlIiju ammo I C 38x24.: HVAC LEGEND DUCT RATER POSITIVE PRESSURE DUCT UNDER NEGATIVE PRESSURE TURNING VANES ELEVATION FROM FFL. EQUIPMENT IDENNFICATION TNE SENSOR CEILING OR IN.AE EXHAUST FAN 24"x 12' RETURN AIR GRILLE W/SOUJDLINED CAN SPPLY AIR ARROW RETURN AIR ARROW SPEED SWiTGH: FURNISHED BY HOLADAY- PARKS, INSTAL LTV BY ELECTR GONER FLEXIBLE CONI€CTION DUCT WATER warm_ V01111"E DAMPER MEOWED DAPPER BALK DRAFT SEVEN DETECTOR VERTICAL FIRE DAMPER HORIZONTAL FIRE DAMPER SMOKE DAYFFR COMBINATION SMOKE AND FIRE DAMPER SPIN -IN TAKE -OFF E VOLV€ DAMPER MACATE5 14' x 14' OR SFEETMETAL WITH 1' SOUN7L INUN WNW, IT x IT NET W. INMATES LNLNNED IT x12' 511. DUCT INDICATES IT x12' ID. DWTBOARD INDICATES UNLINED 12' x IT SM DUCT WITH INSULATED WRAP RISE OR DROP M DIRECTIO FLEXIBLE DUCT INDICATES FLAT OVAL DUCT SPIN -IN TAKE-OFF J VOLUME DAMPER WITH RIGID ROUND FIBERGLASS DUCT AFF ABOVE FINISHED FLOOR FLIT AP ACCESS PANEL G. 500 BACK DRAFT DAMPER GC BHP BRAD HORSE POWER HP NOD BOTTOM OF DUCT ID BOU BOTTOM OFUNIT IFEUL. BT BYPASS TILER LAY GB BPD COULTER -BASED MCA BACK DRAFT DAMPER N/A GLG GELING NC CONK CONNECT /CONNECTION NIG DB DWTBOARD NO DMPR DAMPEN' NOM. DN. DOKBJ M5 DR. DRAIN OA EA EACH 050 EAT ENTERING AIR TEMP OD E.G. ELECTRICAL CONTRACTOR PRIM ELEV. ELEVATION P5I ESP - EXTERNAL STATIC PRESSURE R EXH. EXHAUST RA EXTR EXTRACTOR SA FC P_EX CONNECTION SL FD FIRE DAMPER SM FFL FINISHED FLOOR LEVEL SP FLA FULL LOAD AMPS TV5 FLR. DR FLOOR DRAIN TYP FNL DR FUNNEL DRAIN VD FOB FLAT ON BOTTOM W/ FOT FLAT ON TOP /W. OF FLOW HVAC', ABBREVIATIONS FUTURE GAS GENERAL CONTRACTOR HORSE POKER INSICE DIMENSION/DIAMETER INSI,LATION LEAVING AIR TEMP MINIMR9 CIRCUIT AMPAGITY NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOMINAL NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION PRIMARY POUNDS PER SQUARE INCH RISE RETURN AIR SUPPLY AIR 501.110 LINING SHEET METAL STATIC PRESSURE TURNING VANES TEPICAL VOLUME DAMPER WITH WITH WRAP (IS DUCT INSULATION) L� ?h- c'k GRILLES, REGISTER, DIFFUSER LEGEND X "xX" CD/FD CFM X "xX° CD/P CFM XVX" CD/P/FD CFM X "xX" CD /PF CFM NSLOT- INLETS CFM NSLOT- INLETS/P CFM HSLOT- IN.H/FD/P CFM RAG. RA.G1P. LN.W.R.G. E.G. E.R. X "xX" CD GEM EXHAUST LOUVER INTAKE LOJVER BOP BOO BDD NOTE: THE WD' CALLOUT INDICATES A GRILLE WITH UL. CLASSIFIED RADIATION DAMPER TO BE INSTALLED IN RATED FLOOR /CEILING OR ROOF /CEILING ASSEMBLIES. USE RUSKIN MODEL CFO. INCLUDE THERMAL INSULATION BLANKET FOR LAY -IN T -BAR CEILINGS. NOTE: ALL SUPPLY DIFFUSERS ARE TO BE INSTALLED WITH A DIFFUSER CAN W/ PERM DIVIDER, GENSCO REGISTER BOX IN/ FLEX COLLAR d DUFF, MODEL COLDG21 OR EGUIV. CEILING DIFFUSER (LAY -IN T -BAR CEILING) 4 CORE ADJUSTABLE, HITS FILLER FOR 24" x 24" LAY -IN MODULE TITUS MODEL MCD, BORDER TYPE 3 - KRUEGER SERIES 1244, FRAME 23 (USE X "m RUNOUT) CEILING DIFFUSER MITE FIRE DAMPER (LAY -IN T -BAR CEILING) 4 CORE ADJUSTABLE, ALL STEEL CONSTRUCTION, RADIATION DAMPER SHALL BE RUSKIN MODEL GFD KU THERMAL INSULATING BLANKET (USE X "S RUNEST) CEILING DIFFUSER (PLASTER CEILING) 4 GORE ADJUSTABLE, "V" FRAME TITUS MODEL MCD, BORDER TYPE 6 - KRUEGER SERIES 1244, FRAME 21 CEILING DIFFUSER (PLASTER CEILING) WITH FIRE DAMPER. SAME AS C.D/P WITH RADIATION DAMPER AS NOTED ABO' /E (USE X'S RUNOUT) CEILING DIFFUSER WITH PERFORATED FACE (LAY -IN T -BAR CEILING) 4 CORE ADJUTABLE, WITH FILLER FOR 24' x 24' LAY -IN MODULE kRUEGER SERIES 1244P, FRAME 23 (USE X' RUNOUT) (USE X" RUNOUT) SLOT DIFFUSER FOR LAY -IN CEILING KEES-IOO NSLOT- INLETS/FD SLOT DIFFUSER FOR RATED LAY -IN CEILING WITH FIRE DAMPER GEM TEMPMASTER FRO SLOT DIFFUSER (PLASTER CEILING) KEES. K -IOO, FRAME OPTION II SLOT DIFFUSER WITH FIRE DAMPER (PLASTER CEILING) TEMPMASTER MODEL TFD -F OR FRD -F FOR SURFACE MOUNTING 5.5.R. SIDEWALL SUPPLY REGISTER DOUBLE DEFLECTION, HORIZONTAL FRONT BLADE WITH 050. TITUS MODEL 272RL 0.BD. - KRUEGER MODEL 88ON 0.55. 5.5.G. SIDEWALL SUPPLY GRILLE DOUBLE DEFLECTION, HORIZONTAL FRONT BLADES TITUS MODEL 212RL - KRUEGER MODEL 5805 LN.H15.G. LINEAR WALL SUPPLY GRILLE FIXED 15 DEGREE DEFLECTION BLADES KRUEGER MOOS 1515, FRAME 415, ALUMINUM CONSTRUCTION RETURN AIR GRILLE ALUMINUM EGGCRATE WITH I /2" x I/2" x I/2" CORE TITUS MODEL 5OF - KRUEGER EG -5 RETURN AIR GRILLE (PLASTER CEILING) FIXED 35 DEGREE DEFLECTION BLADES KRUEGER MOOS 5805 S.R.G. SIDEWALL RETURN GRILLE FIXED 35 DEGREE DEFLECTION BLADES, WITHOUT O.B.D. TITUS MODEL 35ORL - KRUEGER MODEL 5505 LINEAR WALL RETURN GRILLE FIXED 0 DEGREE DEFLECTION BLADE KRUEGER MODEL 1500, FRAME 415 ALUMINUM CONSTRUCTION EXHAUST GRILLE ALUNINEM EGGCRATE WITH I/2' x.1 /2' x I/2" GORE TITUS MODEL SOF.- KRUEGER EG -5 E.6./P. RETURN AIR GRILLE (PLASTER CEILING) FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 35ORL - KRUEGER MODEL 5505 EXHAUST REGISTER FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 350R1- O.B.D. - KRUEGER MODEL 550H O.B.D. T.G. TRANSFER GRILLE ALUNIMJM EGGCRATE WITH I/2" x I/2" x I/2" GORE TUTUS MODEL 35ORL - KRUEGER EG -5 TRANSFER GRILLE (PLASTER CEILING OR WALL) FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 35ORL - KRUEGER MODEL 58OH 4" STATIONARY LOWER STEEL CONSTRUCTION RUSKIN MODEL ELF -315 4' STATIONARY LOUVER HITS DRAINABLE BLADES GALVANIZED STEEL CONSTRUCTION RUSKIN MODEL ELF -3150 FINISH: FACTORY APPLIED PRIME GOAT BACK DRAFT DAMPER RUSKIN MODEL 1302/AI, LOCAL VELOCITY S 1500 FPM RUSKIN MODEL B02/A2, LOCAL VELOCITY 4 2500 FPM RUSKIN MODEL B176, LOCAL VELOCITY T 3500 FPM I fft 6 t9 PENDING CITY APPROVAL APPROVED FOR CONSTRUCTION C ECE NE•. UT' OF ry] PERMIT GE ^ P approved: date: W v O � zQ-- 2 co CZ • n Q O date f last ...Ion: 12 /1S /Gq M-0. 4 11 cadd file MOI /22/1999 10:11:11 ! —� e— Ii ��LJE10 N. �9 I iiii .iiu II_! IUl u " i i�" D ;ii E rl 70x90 :. 70[ .3 r __ IIIH 0 0 � 1 11111 :-®, a I I I , !CD II .5Ions q ®il _ �U I II 111 r_� I- �IIi"ii�i 4 • e • - 1 1 TT 4�a r r.r ..rrr 11 ill �I O_11�� -p II ..0 I1e11 lib it 9 NM ; r im (I�► I1 ((�j iox l 1 1 U1 iiii 111/11111[4 �I 1E Ilia ii I �� �I ! : :v l �� !; I®Ei , II M: I:: IrA ii IIi ; / - I I - I o DEN 12x12 LOUVER r T i n 4 nap 'NI Mi� OF BE u v� 4 25x10 /SL UP 18x10 /SL UP 25x10 /SL UP RATED OCCUPANCY SEPERATION BY G.C. SERVER /COMM (HARD WALL) 1 -1 /8' S.L & 3/8 LL UP TO CU -1 TOOLS & SUPPLIES INVENTORY STORAGE 0 20 15 WELDING JOBBING IRS oOR PLA\ ASSEMBLY PLASMA CUTTING SPIRAL PIPE SOUND LINING 0' -OZ S�i pR APPROVED FOR CONSTRUCTION it RECEIVED CITY OF T "'^"lILA 9 1999 PERMIT CENTER PENDING CITY APPROVAL approved: date: date of last revision: (2/IS/1 M -1 0 TO Q I C ID IAV112 -4 IVAV42 -5 qii �✓ IvAV a 3 ] i © ..., .-,e nanliolaszy. �- SEE 11-0.1 FOR 1 PUMP RM. DETAIL - ---- - - - 25x10 IESD -1 1 AIN N 24x12 SSG 280 RATED OCCUPANCY SEPERATION BY G.C. 25x10 /SL ON TO 1ST FLR 18x10 /SL DN TO 1ST FLR I NON -RATED CONSTRUCTION BETWEEN SHAFT. AND OFFICE 25x10/SL DN TO 1ST FLR 60x24/2" SL UP 2-1/2' CHWR I TO AHU -1 UP TO ROOF I EH - I L /� 60" / TO x24 AHU -/2 SL UP p ', WELDING / JOBBING D)JCTBOARD Arm K , I Nc. S. 134TH X 6921 J8, 2 8' - - -- 7 0 0 EXISTING 130 MBH — UNIT HEATER (TYP.2) 1-1/4" EXISTING LOW PRESSURE GAS METER. WILL CHANGE TO MEDIUM PRESSURE GAS METER IN THE FUTURE 3/4" UP TO ROOF (FUTURE) 2" (EXISTING) r (FUTURE) CORPORATE OFFICES PLACE, I UKVvlL . \ T E . i TL E, INA 9,131 88 FAX d-8700 IN LOAD NC Doc :: ASS J Il UP TO EXISTING 550 MBH MAKE -OP 018 UNIT 1 -I/4 FLUE VENT UP- THROUGH ROOF._ SEE DETAIL ON M.D -i r 90 MBH RADIANT HEATER IRH -2-1 TRH -11 15' -0" 2 STAGES 200/145 MBH RADIANT TUBE HEATER '.. rnq INSTALL HEATER 16' -0" A.F.F. 35' MOUNTING ANC INSTALL REFLECTOR AT 45' MOUNTING ANGLE TOWARDS WALL PENDING Cr i 1 N INSTALL RADIANT TUBE HEATER 17' -6" A.F.F. REGEtVEDNIIA CITY OF SEC 2 91999 PERMIT CENTER APPROVAL APPROVED FOR CONSTRUCTION approv.dt data: z 0_ } I 0 iL 0 0 II1 I dab f. loaf revision: 12 /16 /qa I/I"L oadd fb name: 4126IM 2/1999 10:12:16 !1/1999 11: aJ: t1 1 -1/2' HWS & R DN- 12'4 DN IT-21 1-1/8 S.L & 3/8 LL ON TO DXFC -1 2 -1/2 CHWS & R DN ICU -11 1 -1/4' CONDENSATE DRAIN TO AN APPROVED DRAIN FIXTURE BY P.C. (SE DETAIL _ /M —D.1) tCH -11 ,rte 64x24/2 SL DN CHWS & R DN 3/4` GAS PIPING ON ROOF 3/4' TO WAREHO USE 4` VENT DN - -- TO RH —I APPROVED FOR CONSTRUCTION RECETV xbNILA CITY OF qF C 2 9 ■999 nicici 0 PENDING CITY APPROVAL PERMIT CENTER approved* date: dais at lad' revision: 12 /16 /qq M -3 oadd ills name: 47261M FROM SYSTEM FROM SYSTEM it HOFFMAN 78 AUTO AIR VENT SEE NOTE 9 SEE NOTE 10 EXPANSION TANK (SEE NOTE 7) oB 7MppppBES �C4A�kAIRTROL i S ERJ HOFFMAN 78 AUTO AIR VENT —a SEE NOTE 9-\ SEE NOTE 10 EXPANSION TANK (SEE NOTE 7) go Btpgr ely RTROL DN NOTES: 1. PRESSURE RELIEF VALVE SET FOR 30 PSL. PIPE RELIEF TO DRAIN 2, P.C. TO PROVIDE. LOCKING BALL VALVES, PROVIDE PHENOLIC TAG STATING "VALVE TO REMAIN I CLOSED DURING "1 NORMAL OPERATION ". 3. PRESSURE REDUCING VALVE SET FORS 15 PSI. 4. REDUCER FITTINGS SHALL BE STEEL OR COPPER, NOT PVC: 5. RE.^UCEO PRESSURE BNCKFLOW PREVENTER SHALL CE WATTS() 909 OR WA. STATE APPROVED EQUAL. DEVICE ':SUPPLIED & INSTALLED BY PLUMBING CONTRACTOR. 6, SYSTEM FILL . TO BE CLOSED DURING NORMAL OPERATION 7, DIAPHRAGM TYPE EXPANSION TANK AUTROL" MODEL / AX- 8. HEAT TRACE & INSULATION REQUIRED ON MAKE UP WATER WHEN EXPOSED TO AMBIENT 9, PROVIDE PHENOLIC TAG STATING 'VALVE TO REMAIN OPEN DURING NORMAL OPERATION', 10, START -UP CONTRACTOR USE ISOLATION & DRAIN VALVE TO VERIFY EXPANSION TANK PRE - CHARGE EQUALS 14. PSI. II. PRESSURE SENSOR PROVIDED BY CONTROLS CONTRACTOR AND INSTALLED BY PIPING CONTRACTOR. O DETAIL — SYS°EM FILL STATION SCALE; NONE (DESYSTEM_FILL_STATION - 9 -8 -99) / II ry <1� 000d OE 9aCt1 vo RIIa rill) maawE sou v MO 041 OAS PRESSURE RELIEF VALVE (SEE NOTE 1) PRESSURE GAUGE (SEE NOTE 4) DRAIN VALVE TO PUMPS PRESSURE RELIEF VALVE (SEE NOTE 1) DRAIN VALVE TO PUMPS �ryu.r . I la. rR .:e" aLw • IMMO PPE :Wad �'uL ROW Cr r To 040214 42. T.F[ scam 1N: OW Cora 4 COO 0 Ti oxv. sort rw .10:21D otloo rd wa 404 THE NWT WOE nE sort wawa wawa NE moor so a wr =o twin non 4021014 00 tit 0444 MIN 10, LACAlt Aaa lad AK Ma ONO[ M K . DETAIL - VENT CAP �`J SGLLE; NONE ', INSTALLATION (VENT — CAP - 10/5/98) PRESSURE S ENSOR (SEE NOTE I I) 6 SEE NOTE 2- PRESSURE REDUCING VALVE(SEE NOTE 3) PRESSURE REDUCING VALVE(SEE NOTE 3) - BY -PASS VALVE (SEE NOTE 2) r PRESSURE GAE BY -S VALVE (SEE NOTE 4) UG (SEE PAS NOTE 2) I PRESSURE SENSOR r(SEE RATE 11) b l SEE NNOTE 2 dt D IIH6 BY PLUMBING CONTRACTOR E547= FROM NR SEPARATOR? PRESSURE GAUGE NNEE gqEENNEE P/T CONNECTOR MGLE gEILOWS SEE NOTE 4.) �� SUCTION DIFFUSER -/ [UM PRESSURE H DIFERENTIAL SWRC BUTTERFLY VALVE (SEE NOTE 4.). NON SLAM CHECK VALVE NEOPRENE PAD ISOLATION (SEE NOTE 5) 6x6 SLEEPER BY G.C. NOTES: 1. CONNECT PRESSURE GUAGE PIPING TO TAPS ON PUMP IMPELLER HOUSING FLANGES. (AVOID CONNECTING TO SUCTION DIFFUSER) 2. PUMPS & PIPING MUST BE SECURELY '.FASTENED TO THE STRUCTURE. 3. USE SUCTION DIFFUSER WITH STRAINER. MATCH INLET TO ONE SIZE; OUTLET TO PUMP SUCTION CONNECTOR. 4. FLEX. CONNECTORS & VALVES TO BE FULL LINE SIZE. S. WELD 1/4" STEEL PLATE TO PEDESTAL & SET PEDESTAL ON NEOPRENE ISOLATION PAD. DETAIL— VERTICAL INLINE CIRCULATION PUMP PIPING SCALE; NONE (VERTPUMP - 12/14/98) PRESSURE RELEF VALVE SET 030 PSI ROUTE TO DRAIN SEE PLUMBING PLAN FOR GAS PIPING r- ICP -4I R MMqq� GULAHNG VALVE (SEE NOTE 2) SUPPLY TAKEOFF SHALL BE FROM TOP OF MAIN. t rr BALL VALVE (UP TO 2'A) BUTTERFLY VALVE (2 "0 & ABOVE ) O DETAIL— COIL PIPING ( 3 —WAY VALVE) SCALE: NONE (3WFCAET - 12 -3-98) FR COIL SERVED ON 2ND FLOOR—/ DETAIL I THIS SNEET(TYP.) "-SEE NOTE 4 Y STRAINER, MUELLER #11 20 MESH STAINLESS STEEL NOTES: 1. USE DIELECTRIC. UNIONS AT .JUNCTION OF .DISSIMILAR.. METALS. 2. USE "AUTOFtOW" OR GRISWOLD, PSID RANGE = 2 -32, DUAL P/T PORTS. 3. 3 -WAY CONTROL VALVE FURNISHED BY CONTROLS CONTRACTOR. AND INSTALLED BY PIPING CONTRACTOR PCOORST�DON TAR FRA PERCECNTAGE Ur CTERIS7�C VERIFY DNERTINO POSTRON IF REQUIRED FOR. EQUAL. PERCENTAGE 4. COIL RUNOUT DRAIN W /HOSE BIBB CONNECTION. LOCATE AT LOW POINT OF RUNOUT RPIPING. qqHH�� yy 5. RE ( ,. E TTING S NOT T REQUR I ED ON , HEATING COBS L ISOLATION. 6. ALL AHU'S WITH MULTIPLE COILS SHALL BE SERVED BY ONE AUTOFLOW QNE STRAINER,I ONE ' VALVE, EACH COIL WILL HAVE ISOLATION VALVES AND PETE S PLUGS. j 1 TO AM COILS SEE ft00R PUN FOR PIPE SIZES rn9q-OZ APPROVED FOR CONSTRUCTION da''1 ECEIVED CITY R OF T {IKWIL4 DEC 2 9'1999 PERMIT CENTER PENDING CITY APPROVAL approved: 6 A — d Z tiEC CC u imat CO NI e x?b y Ny ® 4 g vc :Et M-D. 1 L U- v W ? co nn< X Q � : GA RAt revblont 12 /16 /qa oadd 23/1999 10:14:19 HOT WATER COIL SCHEDULE COIL UNIT SERVED AIR SIDE DATA WATER SIDE DATA COIL DATA CONTROL DATA CFM. 370 ENT. AIR ('F) LVG.. AIR ('F) CAP. (MBH) D P INCHES 0.03 GPM (NOTE 2) 0,5 EWT ('F) 180 D T ('F) 30 D P (FT.) 0.3 FLUID Note 1 ROWS 1 F.P.F. - FIN TYPE AL CONTROL VALVE 2 -WAY SIZE - TYPE - CV - D P - DB 65 WB - DB 92.9 WB - SENS. - TOT. 12.0 HWC -1 -1 VAV -1 -1 HWC -1 -2 VAV -1 -2 1280 65 - 84.4 - - 25.2 0.11 1.0 180 30 1.3 Note 1 1 - AL 2 -WAY - - - - HWC -1 -3 VAV -1 -3 1280 65 - 84.4 - - 25.2 0.11 1.0 180 30 1.3 Note 1 1 - AL 2 -WAY - - - - HWC -2 -1 VAV -2 -1 600 65 - 91.2 - - 17.0 0.06 1.0 180 30 1.1 Not 1 1 - AL 2 -WAY - - - - HWC -2 -2 VAV -2 -2 790 65 - 90.6 - - 22.0 0.09 2.0 180 30 3.6 Note 1 - AL 2 -WAY - - - - HWC-2-3 VAV -2 -3 280 65 - 99.4 - - 11.1 0.02 0.5 180 30 0,3 Note 1 1 - AL 2 -WAY - - - - HWC-2-4 VAV-2-4 515. 65 - 86.1. - - 13.7 0.06 0.5 180 30 0.3 Note 1 1 - AL 2 -WAY - - - - HWC -5 VAV -5 505. 65 86.1 - 13.7 0.06 0,5 180 30 0 Note 1 1 - AL 2 -WAY - -2 -2 - - -3 _ _ _ ZONE VAV TERMINAL BOX SCHEDULE VAV ZONE AREA SERVED BOX SIZE VALVE CFM FAN HOT 'DATER HEATER REMARKS DESIGN, PRIM. PRIM, MAX (1) PRIM. MIN (2) VALVE MIN (3) VENT (4) VENT O'RIDE (5) FAN CFM SPEED H /M /L BTUH COIL (ROWS) MIN. GPM D2 13 1 -1 Conference CFR -WC -0606 280 330 280 90 40 120 370 - 9824 1 0.75 PUMP ROOM 1 -2 S Open Office CFR -WC -1018 975 1155 420 265 180 - 1280 - 23715 1 1.65 1 1 -3 N Open Office CFR -WC -1018 970 1150 265 265 80 - 1280 - 20096 1 1.35 1,2,4 2 -1 Conference CFR -WC -0811 455 540 370 165 55 160 600 - 14535 1 1,05 2 -2 Training Room CFR -WC -0811 600 710 585 165 85 250 790 - 20720 1 1.50 STARTER DETAIL 2 -3 June Office CFR -WC -0606 210 250 90 90 25 - 280 - 6006 1 0.50 0818 2 -4 North Open Office CFR -WC -0811 390 465 325 165 140 - 515 - 11027 1 0.75 1018 2 -5 South Open Office CFR -WC -0811 385 455 370 165 160 - 505 - 1 1510 1 0.75 ENVIRO -TEC CFR -WC 12" 22 12.5 S&D 20 13 S&D 12 1/2 1021 ENVIRO -TEC CFR -WC MASTER VAV TERMINAL BOX SCHEDULE (FAN POWERED BOX) S� 0694 MAKE EFTNRO -TEC MODEL CAT -WC DUCT CONNECTIONS ELECTRICAL AMPS INLET 6' WEIGHT IMP. DIA. STARTER LENGTH 6 FAN HP 1/13 VOLTS OUTLET CONN DUCTBOARD CONN W1 12 DI 10 CONN.1 SAT W2 13 D2 13 CONN2 SAD W202 D2AI2 0508 ETMRO -TEC CFR -WC • 5" 18 11.25 SAD 13 13 S &D 6 1/6 PUMP ROOM CP -3 W1zO1 D:xW1 0606 EMUIRO -TEC CFR -WC 6' 18 11.25 S&D 13 13 SAD 6 1/6 1,2,4 ' ''.. CP -4 0806 ENVIRO -TEC CFR -WC 8" 18 11.25 S&D 13 13 S&D 6 1/6 5.02 1,2,4 1 � PLAN ELEVATION 0511 ENVIRO -TEC CFR -WC 6' 18 11.25 S &D 13 13 S &D 6 1/4 0811 ENVIRO-TEC CFR -WC 8" 18 11.25 S&D 13 13 S&D 6 1/4 STARTER DETAIL 1011 EN IRO -TEC CFR -WC 10" 18 11.25 S&D 13 13 S&D 6 1/4 0818 ENVIRO -TEC CFR -WC 8" 22 12.5 SAD 20 13 SAID 12 1/2 w +oTe f; '4,' 4 ,': ;�' au ° T 1018 ENVIRO -TEC CFR -WC 10" 22 12.5 S &D 20 13 S &D 12 1/2 1218 ENVIRO -TEC CFR -WC 12" 22 12.5 S&D 20 13 S&D 12 1/2 1021 ENVIRO -TEC CFR -WC 10' 22 12.5 S&D 20 15 SAD 12 3/4 CIRCULATION PUMP SCHEDULE C.P,# LOCATION MAKE MODEL PUMP PERFORMANCE DATA FLUID TEMP MOTOR DATA WEIGHT IMP. DIA. REMARKS GPM HEAD EFF BHP VOLTAGE RPM MHP CP-t PUMP ROOM PACO PACO VL- 2095 -5 VL- 2095 -5 65 65 80 80 53 53 2.5 2.5 42 42 460/3 460/3 1750 1750 5.0 5.0 - 9,06 9.06 1,3,4 1,3,4, CP -2 PUMP ROOM CP -3 PUMP ROOM PACO '. 1270 -5'. 15 15 47 0.15 180 208/1 1450 0.5'.. - 5.02 1,2,4 ' ''.. CP -4 PUMP ROOM PACO 1270 -5 15 15 47 0.15 180 208/1 1450 0.5 - 5.02 1,2,4 D.X. FAN COIL SCHEDULE (SPLIT SYSTEM) A.H.U. ij AREA SERVED RH# LOCATION PERFORMANCE DATA WATER SIDE DATA COMPRESSOR DATA AREA COP EER MATCHING I RECOVERY CFM COOLING AREA SERVED MAKE FAN PERFORMANCE DATA CAPACITY 277,200 EWE 52 ELECTRICAL GPM 58 FILTERS FLUID NOTE 4 TYPE HERMETIC DXFC# SERVED MAKE JANITROL MODEL WMC24 -1 COND. UNIT CU -1 ENT. DB /WB 1 70/65 TOTAL 21000 SENS. 16700 CFM 540 OA CFM ESP RPM 0 0.5 1075 MHP 1/2 HEAT KW - VOLTS /PH MCA 230/1 16.4 QTY. - SIZE - WEIGHT 33.1 REMARKS 1,2,3,4,5,6 DXFC -1 SERVER RN , - - - AIR COOLED WATER CHILLER SCHEDULE A.H.U. ij AREA SERVED RH# LOCATION PERFORMANCE DATA WATER SIDE DATA COMPRESSOR DATA ELECTRICAL COP EER HEATING I RECOVERY CFM ACWC# AREA SERVED MAKE MODEL CAPACITY 277,200 EWE 52 LWT 42 GPM 58 DP 10.6 FLUID NOTE 4 TYPE HERMETIC QTY. 1 UNLOAD - REF. - VOLT /PH 460/3 MCA 89 (9) - (9) 11.0 WEIGHT 3400 REMARKS ACWC 1 OFFICE YORK LCHWC35 -46 36 2,4 0.05 1/4 115/1 -, , - - - GAS FIRED RADIANT HEATER SCHEDULE A.H.U. ij AREA SERVED RH# LOCATION MAKE .MODEL. HEATING MBH ELECTRICAL FLUE (1) SIZE WEIGHT LBS HEATING I RECOVERY CFM REMARKS INPUT VOLT FLA RH -1 SHOP RE- VERBER -RAY HL- 50 -150N 150/100 120 4.8 4 175 2, 3, 4, 5, 6, 7 RH -2 SHOP RE- VERBER -RAY DR -90 90 - 11..: - 36 2,4 0.05 1/4 115/1 -, , - - - a AIR HANDLING UNIT SCHEDULE A.H.U. ij AREA SERVED MAKE MODEL MATCHING COIL FAN PERFORMANCE DATA FILTERS VOLT /PH. WGT. (LBS.) REMARKS COOLING HEATING I RECOVERY CFM OA CFM TSP RPM BHP MHP QTY. SIZE AHU -1' OFFICES TRANE CLIMATE CHANGER 270600 1.4 7500 3/4 5.2 2727 12.7 15 3/3 6"x20" I 20 "x20' 460/3 4127 1 0.35 1275 0.05 1/4 115/1 -, - ' i_ GAS FIRED BOILER SCHEDULE B - # LOCATION MAKE MODEL AGA RATINGS (MBH) EFF. GPM D T, 'F D P FT. H2O WATER CONN. GAS CONN. WEIGHT (LBS.) REMARKS INPUT OUTPUT B -1 ROOF TELEDYNE LAARS PH -325 325 254 - 17 30 1.4 1 -1/2 3/4 400 1,2 F -2 2ND FLR RESTROOM GREENHECK ROOF GB -70 - 200 0.35 1275 0.05 1/4 115/1 30 1,2 FAN SCHEDULE FAN NUMBER AREA SERVED MAKE TYPE MODEL CLASS PERFORMANCE DATA HP VOLTS/ PHASE WGT, LBS. REMARKS CFM S.P. RPM BHP F -1 1ST FLR RESTROOM GREENHECK ROOF BCF -106 - 540 0.5 1811 0.15 1/4 115/1 80 1,2 F -2 2ND FLR RESTROOM GREENHECK ROOF GB -70 - 200 0.35 1275 0.05 1/4 115/1 30 1,2 SPLIT SYSTEM CONDENSING UNIT SCHEDULE C.U. # MAKE MODEL DXFC SERVED ELECTRICAL SEER (4) WEIGHT (LBS) REMARKS VOLTS /PH MCA CU -1 JANITROL HDC24 -1A DXFC -1 230/1 15.4 10.05 130 1, 2, 3 "I., 10: i4:59 1: WIRING AND DISCONNECT BY EC. SINGLE PO NT POWER CONNECTION. 2: OPTIONS TO INCLUDE: THERMAL EXPANSION VALVE, LOW AMBIENT CONTROL KIT. 3: FIELD VERIFY THAT CONDENSATE PUMP IS REQUIRED. 4: BAS TO MONITOR CONDENSATE ALARM SWITCH. 5: PC TO ROUTE CONDENSATE TO APPROVED PLUMBING RECEPTICAL. SEE DETAIL_ SHEET_ FOR TRAP DIMENSIONS 6: NO SPRING OR NEOPRENE ISOLATION REQUIRED. 1: WIRING AND DISCONNECT BY E,C, 2: E.C. TO PROVIDE SEPARATE 120V CIRCUIT TO POWER FACTORY INSTALLED CHILLER BARREL HEAT TRACE. 3: INSTALL ON SEISMIC SPRING ISOLATION. MASON MODEL 4; HYDRONIC FLUID TO CONTAIN 20% ETHYLENE GLYCOL BY WEIGHT, USE DOWTHERM SR -1 OR ETHYLENE GLYCOL WITH EQUIVALENT CORROSION INHIBITORS. 5: STRUCTURAL SUPPORT AND SLEEPERS BY G.C., DESIGNED BY STRUCTURAL ENGINEER. SEE DETAIL # # # ## SHEET # # # ## 6: CONTROLS INTERFACE CAPABLE OF WAS ENABLE/ DISABLE, REMOTE CHW SETPOINT, DEMAND LIMITING, GENERAL ALARM 7: UNIT TO BE CAPABLE OF LOW AMBIENT OPERATION TO 0 DEG. F 8: OPTIONS INCLUDE COIL GUARD, 24V CONTROL TRANSFORMER. 9: COP AND EER RATINGS CALCULATED IN ACCORDANCE WITH ARI 550 -9C MAGNETIC STARTER W /HOA PROVIDED AND INSTALLED BY E.C. 1, WIRING AND DISCONNECT BY E.C. 2. MANUAL STARTER WITH OVERLOAD PROTECTION SHALL BE PROVIDED AND INSTALLED BY E.C. 3. AUTOMATIC MOTOR STARTER W /HOA SWITCH SHALL BE PROVIDED AND INSTALLED BY E.C., COIL CIRCUIT POWERED BY E.G., COIL VOLTAGE TO BE 120V. 4. E.C. TO PROVIDE 120V/1PH, 20AMP CIRCUIT FOR CONTROL POWER. COORDINATE LOCATION WOTH CONTROL CONTRACTOR. 1. E.C.. TO PROVIDE SEPARATE 120V/1 pH, 20 AMP CIRCUIT W TH DISCONNECT FOR BOILER CONTROLS. 2. BOILER SHALL BE CONSTRUCTED FOR OUTDOOR USE. 3, OPTION INCLUDE : CIRCULATION PUMP, FLOW SWITCH, FLAME FAILURE CONTACTS, MANUAL RESET HIGH LIMIT, PACKAGED CONTROL. 4. FLUID TO CONTAIN 20% ETHYLENE GLYCOL BY WEIGHT. USE DOWTHERM SR -1 OR ETHYLENE GLYCOL.. WITH EQUIVALENT CORROSION INHIBITORS. 1: WIRING AND DISCONNECT BY E.C. 2: MANUAL STARTER W /OVERLOAD PROTECTION SHALL BE PROVIDED AND INSTALLED BY E.C. 1. MAX 2-90' ELBOWS, MAX. 24' LENGTH. 2. DUCTED COMBUSTION AIR IS NOT REQUIRED PER 1997 WSMC, SECTION 703.4.1 3. CODE REQUIRED DISCONNECT SHALL BE PROVIDED AND INSTALLED BY E.C. I 4. UNE VOLTAGE 12 HOUR WALL TIMER IS PROVIDED BY M.C. AND INSTALLED BY E.C. 5. MANUAL HIGH /LOW CAPACITY SWITCH IS PROVIDED BY M.C. AND INSTALLED BY E.C. 6. STANDARD EQUIPMENT: REFLECTORS, REFLECTOR END CAPS, MANUAL GAS SHUTOOFF VALVE, HANGAR CLAMba' 7. INSTALL TRANSVERSE CABLE RESTRAINT /BRACE TO PREVENT SWAY. CHAINS. 1: 'PRIM MAX" SCHEDULED VALUES EQUAL ', CIRCON "MAXIMUM COOLING AR FLOW ". 2: "PRIM MIN" SCHEDULED VALUES. EQUAL CIRCON 'MAXIMUM HEATING AIR' FLOW ". 3: 'VALVE MIN" SCHEDULED VALUES ..EQUAL ,CIRCON 'MINIMUM COOLING AIR FLOW" AND "MINIMUM HEATING AIR FLOW'.'.. THIS VALUE CORRESPONDS WITH ,TIE PRESSURE TRANSDUCER LOWER LIMIT OF .04" WC OF "AMPLIFIED" VELOCITY PRESSURE ACROSS THE FLOW MEASURING DEVICE AS DETERMINED FROM DATA PUBLISHED': BY THE VAV BOX MANUFACTURER. 4: 'VENT" SCHEDULED VALUES EQUAL CIRCON 'MINIMUM FRESH AIR FLOW. " THIS IS THE MINIMUM QUANTITY OF OUTSIDE AIR REQUIRED DURING NORMAL OCCUPIED MODE. 5: 'VENT O'RIDE" SCHEDULED VAL JES'. EQUAL CIRCON "MINIMUM FRESH AIR FLOW OVERIDE." THIS IS THE MINIMUM QUANTITY OF OUTSIDE AIR REQUIRED DURING VENT OVERIDE PERIOD. ROOM SENSOR PUSHBUTTON SHALL BE UTILIZED TO OVERIDE DEFAULT 'VENT" CFM TO "VENT O'RIDE" CFM. (REFERENCE SEQUENCE OF OPERATIONS) 6: E.C. TO PROVIDE TWO 120VAC CONTROL CIRCUITS PER FLOOR 7: SHELL & CORE VAV PREVIOUSLY PERMITTED FLUID WATER G & ETHYLENE. GLYCOL (20% WY. WT.) WITH CORROSION INHIBITORS. AUTO FLOWG.P.M. 1: WIRING AND DISCONNECT BY E.C. SINGLE POINT POWER CONNECTION. 2: LOW AMBIENT KIT PROVIDED AND INSTALLED BY HP COMMISSIONING DEPT. PENN P66 SERIES. 3: FASTEN TO SLEEPERS ON MASON TYPE '1V" WAFFLE PAD WITH BOLT ISOLATION BUSHINGS. 4: EER AND SEER RATINGS PER ARI 210 /240 -1989 i 10 ALL FAN MOTORS ARE 2770/10, . ALL TERMINALS. ARE SINGLE POINT POWER CONNECTION:, 02 .DISCONNECT PROVIDED AND INSTALLED BY E.C. 03 HEATERS ARE, ON DISCHARGE OF UNIT 04 277 TO 24 VAC CONTROL TRANSFORMER (D DOC CONTROL SYSTEM IS CAPABLE OF PROGRAMMING A 5 DEGREE DEAD BAND BETWEEN HEATING AND COOLING. © ALL VAR BOXES TO COME'W/THREE POSMON ROTARY SWITCH OPTION. 07 STARTER TO HAVE 1' SOUNDUNER © PER GENERAL NOTES, TEMPORARY' HEAT IS BY G.C. VAV BOXES. TO REMAIN OFF DURING CONSTRUCTION. FILTERS PROVIDED WITH BOXES TO REMAIN IN PLACE DURING NORMAL CONSTRUCTION. IF'.G.C. NEGOTIATES WITH HP TO USE VAV BOXES FOR TEMPORARY HEAT DURING CONSTRUCTION, POST CONSTRUCTION ALTERS WILL BE REQUIRED AT ADDITIONAL COST. PERMIT CENTS PENDING CITY APPROVAL APPROVED FOR CONSTRUCTION approved: date: LU I H- Z w a- ECEIVED CI7y T;IKWI Il FT . ,q dot. 1 Iasi revision: 12 /21 /qq M -S.1 oadd the name: 7261 M51 TA