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HomeMy WebLinkAboutPermit M95-0012 - SHOWALTER MIDDLE SCHOOL540\/\171CL m 1 5CF1°PCD � City of Tukwila (-- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: Type: Category: M95 -0012 B -MECH NRES Address: 4628 S 144 ST Location: Parcel #: 152304 -9164 Contractor License No: TENANT OWNER CONTACT SHOWALTER MIDDLE SCHOOL 4628 S 144 ST, TUKWILA, WA 98188 SOUTH CENTRAL SCH DIST 406 4640 S 144TH ST, TUKWILA WA 98168 GARY GOLTZ 1011 WESTERN AV,. SUITE #701, ' SEATTLE,.,WA Status: ISSUED Issued: 08/23/1995 Expires: 02/19/1996 Suite: Phone: 206 454 -9703 98104 ********* * * * * * * * * * * *. * * * * * * * * * *.* * * * * * ** k * ***** ** *** * * * * ** * * * * * * ** ** k ** Permit Description:: " ADDITIONS T0 & UMC Edition 1M1991 ;1991 MODIFICATIONS TO AN EXISTING MIDDLE Valuation: Total Permit Fee: .00 18.75 * * * * * * ** ** * ** *. *' * * * **` * * * * * *: * * * * ** Mfr***************** * * * * *,k• *, *. * * ** *`j6k * * ** * ** ** Perm i('C.enter Authorized Signature Date I hereby. certify ::that I have read and examined this permit and know the same to be true and correct: A11 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 agthority to violate or cancel the provisions of any other state or local laws regulating construction` or the performance of work. I am author Ized to sign for and obtain this building permit. Signature: Date: +4'4a -6 Z"jr /51 Print Name :' 'e J _ r . 0.)441A4414eAt. This permit shal1::become null and :voi.d 1f: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. CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT:: (206) 431 -3670 -per; DI Co BASIC PERMIT FEE PLAN CHECK UNIT(S)`FEE> °;' NUMBER 1 l� — DO L PLAN CHECK FEE'::: APPLICATION MUST BE FILLED OUT COMPLETELY MECHAk.CAL PERMIT APPLICATION $15.00` RCPT # OTHER: TOTAL'. SITE ADDRESS SUITE # 4628 South 144th Street, Tukwila, WA VALUE OF CONSTRUCTION - $ 1,749,176 PROJECT NAME/TENANT Showalter Middle School ASSESSOR ACCOUN IS -.5044- -°1(06t TYPE OF WORK: ® New /Addition Modifications O Repair 0 Other: DESCRIBE WORK TO BE DONE: additions to and modifications to an existing middle school. .;;: RATING /SIZE :..: ;. '.:, NUMBER. OF UNITS ` See Me • • • .0 -• • -• - • • . • fi .. . EXP. DATE BUILDING USE (office, warehouse, etc.) School NATURE OF BUSINESS: Education WILL THERE BE A CHANGE IN USE? Q No 0 Yes IF YES, EXPLAIN: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No Q Yes Various materials used for custodial maintenance and educational programs - IF YES, EXPLAIN: Science, Shop, Art PROPERTY OWNER South Central School District PHONE (2n ) 21111_2100 ZIP 981 h8 -!1l 9 ADDRESS 4640 South 1114th Street, Tukwila, WA CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE (.HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED: THIS APPLICATION: AND KNOW THE.SAME TO BE TRU AND: CORRECT,:AND:I AM AUTHORIZED TO` APPLY: FOR' THIS.PERMIT: BUILDING OWNER SIGNATURE/ it)-4c--et -1, OR PRINT NAME AUTHORIZED (:1,1--(-5 � /W' LIJh ; /62 /- AGENT ADDRESS yie �{ f1 CONTACT PERSON Gary Goltz, Heery International DATE PHONE PHONE, 11511 -9713 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans must be complete in order to be accepted for plan review. BUILDING OWNER /AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. 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 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any queo out our process or plan submittal requirements, please contactdhq �A of Community Development at 431 -3670. DATE APPLICATION ACCEPTED JAN 2 0 19 DATE APPLICATION EXPIRES 03/14/94 SUBrVIITTAL CHECKLST MECHANICAL x Completed mechanical permit application (one for each structure or tenant) Two (2) sets of mechanical plans, which include: • Floor plan • System layout • Elevations (for roof mounted equipment) • Heat Loss Calculations Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) Note: Hood and duct systems require a building permit for the duct shaft. ElWater heaters and vents are included in the UMC — please include any water heaters or vents being installed or replaced. CITY OF TUKW ': Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Mechanical Permit Application Tracking PLAN CHECK NUMBER Mqb- oo i s PROJECT NAME Shp LMA-E- . M i dd F) Fx_hnD SITE ADDRESS 1-kv r g 5 i 4-4 SE. (init.) BY: (init.) SUITE NO. -- INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT : :, • TE1 BUILDING - initial review FIRE 1 OD-615 O PLANNING ROUTED etlez- (y) INIT: �- CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: • Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: g-0(17.-( _ INSPECTOR: ___ ZONING: IBAR/LAND USE CONDITIONS? L) Yes U INIT: SCREENING REQUIRED? 0 Yes 0 No REFERENCE FILE NOS.: O OTHER INIT: BUILDING - final review UMC EDITION (year): INIT: /0( CKBUILDING OFFICIAL INIT: REVIEW COMPLETED AMOU y\ts- OW,ING L \ \ 'I/ \�' ' _4) } Q 16 0 )CONTACTED /' C=1 .. 1 /,,v!—r.�-Z. 1.� , J-T-E, �►. -'L} .,, C�'y o--1 1 L: '1 0 DATE NOTIFIE,¢t, �] "j (init.) BY: (init.) 2nd NOTIFICATION 3RD NOTIFICATION BY: 01/07/93 AIR -CON INC. "ENGINEERING MAKES THE DIFFERENCE" AIR CONDITIONING - HEATING - VENTILATION Scott S. Grimshaw Project Manager (206) 778 -2550 Ext. 3007 FAX 778.2600 20311 52nd Ave. West Lynnwood, Washington 98046 RECEIVED CITY OF TUKWILA• ',AUG ..2. 3:199.5 : • ,PERMIT CENTER STATE OF WASHINGTON E11,•,$1,7,••,, W,.\V\1\ \4a N'tiyv, M AIR -CON INC. "ENGINEERING MAKES THE DIFFERENCE" AIR CONDITIONING - HEATING - VENTILATION Scott S. Grimshaw Project Manager (206) 778 -2550 Ext. 3007 FAX 778.2600 20311 52nd Ave. West Lynnwood, Washington 98046 RECEIVED CITY OF TUKWILA• ',AUG ..2. 3:199.5 : • ,PERMIT CENTER RIR CON INC. ■ aer- ez -•x_ ZS.'lVAliirbE 7JPAgaY7?Xtwc,:tz!2trif ,i?`r�.Y.'F tri!i'3.5:•.Ttnle; g1:1:.1 %MC}t1.' ' /41.t- TnrNooms`i PRII -«' .lgtrralle TK,II' * 4 .. ire. ''��i�r -��:.t%iN:rF - ,,hK..'�.tkn`'.��tm. TEL No .206-778-2600 mu it i 7 f { M+ WiwA t em u$. i-' • & u. r. A Depurtawt •t Lao: i tade.vta Comer Registration section PO Ron 44450 Olyetpl aMA 9156444S0 e r 1.a. •••••••• • „1:,34 No .003 P .02 REGISTRATION VERIFICATION 9-' (ago) 936.6226 Rix (3io) 9564321 P.• COW Ps* ikaller•N ..Maly Mit Contactor: Your Cc tifice:a of Re should be eeveived within; to 3 weeks. Certificate of Rogistradon. 1.112$41)64= Mt6inesdoew4lhati s 1.93 IFsern Oiympia.HAadquiritni 1 - • 7-/•9�. on will be eat from the Olympia office and Please keep this record until you receive your € � i ;II r1t *� �������� ' �,. �,° � { �, � '� +++**+****+*0.***+^**+ *�* A ***a+*+*a*+***++*++a*+a+A GENERA 3.75 JY\ �^ �~°� C�NERA 15,OU CITY OF TUKW%LA~ NA ~�*.� ~^ ; ]� �}��. TRANGMIT �~~° � 1A'?5 **+��4 h******++A***+A*++***+A**A+*aw*+*++^ ^�� [RANQMIT Number: 94002809 Amount: 18.75 08/23/95 15:25 MIEN ^°"'° CHANGE 0"00 %n Payment Method: CHECK Notation: AIR-CON. INC. ` - 5518AOOO 15��6 Permit No N95~0012 Type: 8-Nr[H MECHANICAL PERMIT Parcel No: 152304'9164 Site Address: 4628 S 144 Gl Total' Fees: This pmyment 18.75 Total ALL Pmts: " 18,75` :Balance: ' .00. +**.A+**a**+**+***+X++*+*++*A+**4*a*^+**.****+1■+*++*****a*+*+**a+t Account Code 000/345.830 600/322.100 Description ` Hmdunt ' PLAN CHECK - NUNREa ' 3.75 MECHANICAL.- NOHRES ' 15°00 �� � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ PERMIT NO. (206) 431 -3670 Project: 5, eV& 1 ( Type specti6: Date ca e . • -� Address: 2.5'-- se. /Gig, Special instructions: Date wanted: / `i'I ? d:5 Requester: Phone No.: f):4. Approved per applicable codes. Corrections required prior to approval. COMMENTS: d Inspector; $42.00 REINSPECTI P� FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: INSPECTIO NO, CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit x'19,5= oa /ci- PERMIT NO. (206) 431 -3670 P oct: , i I Type of inspecti9h: I Address: oy68 )'4' Date called: Z.5 Special Instructions: Date wanted: 7,..a 4 Requester: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector 4 JIM $42,00 REINSPECTI •� FEE REQUIRED, Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to-schedule reinspection. Date: IReceipt No,: Date ...._... :(: . INSPECTION NO. CITY.. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: Stk0w - � Type of inspe n: IV/�L, 5N w^) Address: S / q(-111: , Date called: '-r3— pA-9s Special instructions: g,----,,,--- Date wanted: e l 3 % a.m_ Requester: (A w kl— — VIA 53 Phone No.: [] Approved per applicable codes. Corrections required prior to approval. COMMENTS: uovr (e _� Pn S uk I c T 5 " 0-SS LA14lT1- WS '-r3— pA-9s U tv% r 2- — PA-55 V titr 44 ' PASS (A w kl— — VIA 53 Inspector: f1 Date: C I1 Igu $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: wa • wr Y INSPECTION NO. 11 ..•••••• vv.ve tt 0.a.a;s431w1441A1A> INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO, (206) 431 -3670 Project. OC�G / ! Type of j��peg pL L�*� �/' Address: Date call ed: Special instructions: g CtJ Date wanted: ......./3_9M. Requester: Phone No.: Approved per applicable.codes. (Corrections required.priqr to approval. COMMENTS: S sivc 1) ,, ► - PA's IY Pas ° 2,63` y t S r►ti+ R-,- rata' o a 14G. Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd;, Suite 100. Call to schedule relnspection. INSPECTION RECORD Retain a copy with permit PERMIT NO, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project I 1 G� 6 Type of inspection: 'Date • Address called: Special instructions: Date wanted: c�' I. J Requester: Phone No.: ,7 _ 50 .70 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: F1/4 (Sin-owe .0/0-..100-- iaG — ■6. A %) 17---A 1 Lu fl-r- AT Tb- i Lt„ aw, to (, Loci r -o0S = evi 6,X I (1 .i AO1Tt0.A Ww- Cat —141 S. pd(t.. - CAAT. A c C -2 Qas Ar -' r--f7 /it& / !ti l . Inspector: 6, Date:. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �, .��'. �-�:��''' • INSP1111W4 O, INSPECTION RECORD Retain a copy With permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .,...ora- rsy,rr.• It. j 1S- 001a. PERMIT NO. (206) 431 -3670 Project C, owistc .gs ckpe�fjns ec _ brat sce (called t s HA sy Date :i _ 11 16 Special instructions: �! 5,60,4 .r M . Inc, rAse, Date wanted:' - zz -9(,„ Re Jfan11 M SSI C- y Phone 4 e No. ` 4 003 pproved per applicable codes. Corrections required prior to approval. Inspecto Date :` $42.00 REINSPEC ON FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD VY115 .o-ot PERMIT NO. Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: J44-b ► ll 7t Type of inspection: LA (44— i Address: S . (y Date called: 1/(7 jtttiN fZ t Az 4 r.. Special instructions: Date wanted: 7(440 a.m. (CMD Requester: A1■1 ( -1 Phone No.: Approved per applicable codes. [Corrections required prior to approval. COMMENTS: 2,,., Fte — -ov .. C i- A- 8A'1.- jtttiN fZ t Az 4 r.. — t.J of- iLutm5 A Zoo 4- A 2-dr. .4eso 1-S . 1 .(t ...-.— A. Ccii -SS (-- (1At . ..r o "' ...:1 , -r r,1 vc_ . Date: 7(0 Sto $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Project: ��+/ Y�(� �U Type of inspection Address: Date called: Special instructions: Date wanted: - 90g fp Requester:� Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e779 rte,•., ,-z, Inspecto Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reinspection. Ript No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 MI5 OW PERMIT NO. 206) 431 -3670 Project: S7 WA- I,"CA— Type of inspec on: ` Address: / q t Date called: S1A i i Sr GHQ-.. - Special instructions: /<a A , S. till +t (, • Date wanted: ‘) p 0 9 in Requester: N I rr,nr , _ `. Phone No.: . KApproved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: S1A i i Sr GHQ-.. - ‘) p 0 9 -0 . Q.(- A c c,,---.S .0 C6 c -(L.D i)rL. ,c.... 'it . ..0 u c r ,■1 . k ,f-. a inspector: rv'N�r --4..- Date: 5-- Ice [ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: au_su_..s s. vI:. +LAt'�:aL vaC'..ti.atiu.�..w INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . wwvsn w..e spmalW.,WILAI M. M134l,4 :15.,- .11`JT:i INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: 5-;_ow a �, Type of inspection: /Yti6 IA - 1 r-) Address: s. N4 e". T Date called: 7 / t_F'1A 0L- A I -t' F. s). sa rt) il$' Special instructions: r" P . ytS A Date wanted: J Z G m. Requester: 4 \ H- Phone No.: 779 5 KApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6 IL( IP,A-nt ✓�. 1 w S11114 ATw OS t A 44.34, ,J na.(' h' -22.A ' Or t_F'1A 0L- A I -t' F. s). sa rt) il$' /4 fPrc.ou(D , .. 141 1 E1- Inspector: I1 Date: 7721 7Y. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No.: Date: _. '. = , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Alqs- 0012 PERMIT NO. (206) 431-3670 Project: )0WALTa42._ A 14-1-Nw,kc Sc4.Fws (-11.0 re- ,P,Aroi Air- /2,,,o Gel • Type of ins ection: Lk 0.0101)ZtY-6 iltothit G 11-111 5r Date called: -2-9(0 Special instructions: J cirt" 1°01-4411 /-161 6" -. Date wanted:.7 - (pm' Requester: PA Ai /IA LL Phone No.178_ 60-70 Approved per applicable codes. Pca Corrections required prior to approval. COMMENTS: 1 x.46- PAypiPaY - A cr.m. A 14-1-Nw,kc Sc4.Fws (-11.0 re- ,P,Aroi Air- /2,,,o Gel • 2 -AiviZ0 i /-1-77)/-t-t, g .P. .P d-19)4-48 , 1,4 A- 6 ti•ANA-A41— F141-I — g.e.).-ov.i- S-0 )26-7a (-km, gitt,-7444.46,„,A7 c.4,) I,/ 1■4Fc-TWO - A) 5 6' 1 tewsl(Z tsft0 — SAMC , CPetes Ott. 5-1-01/1-4a-- CA LekTUNI 1 W t4 eft( fc- D. Nets Ay( pia-se-07' C,IJA WI al: ts„ h a F. 0, o (L s44fr1 r To c.46-1-4A4-__F7I-0 tAiv yr 743 H r_Esi--Lft__4s-9____Lv,-L4tc— : AlmAcila Ar-rmAN:a TO (r'0. 1..., Inspector: Date: 7/1 ••• $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.; Date: •• • ±', 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 P r o j e c t : 4 Type of inspecticgn:�Y\h Date called: (e) ((3( c Date wanted: (044. rC! / ci c,r&.. Addr / 4+ Special instructions: Requester: Phone No.: �_� 1 X0-70 Approved per applicable codes. Corrections required prior'to approval. COMM ENTS: 4/I re m-,., . '$42.00 REtNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project'.^. `ow p1/4i: y r., Type of inspectikx uucis 4tirist s 0-1(4 Date called: 6 12- -94 Special instructions: Date wants 1 _i - 3 r 61 p . Requester HALL Phone No (K Approved per applicable codes. COMMENTS: b-i Y144%01' Corrections required prior to approval. r Inspector: Go r$s Sc .et' Date: U l t3 i g (p $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300.Southcenter Blvd., Suite 100. Cali to schedule relnspection. r Receipt No.: Date: ,`. ± INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188�'�, INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)'431 -3670 Project: Cue?' Type of inspection: Address: Date called: _ y Special instructions: A ` 'I. Date wanted: / t _to `�� p.m. • Requester: ,Q ,,//� ,,// �� f� a G Phone No.: KApproved per applicable codes. COMMENTS: Corrections required prior to approval. ItttA.— ;puttpoyut_ s ok -Iv Ce p o n► tA41+_ • ('�F mow• A Z7-3 / A Zz ?,. iS+ ( ..LP ►- A 2-1 cI Date: j I G / cry $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcepter Blvd., Suite 100. Cali to schedule reinspection; t.. Receipt No.: Date: • r.w... i INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit • rrM .n.ik'tv.t..4.iwnnRwn4ni41i::.- PERMIT NO. (206) 431 -3670 Projec of p. _ Type of inspection: Address :4 (02f I I,��cl �1 Date called: ., Special instructions: f' Date wanted: ca.:rfferi.." /ziD �i (p Requester: ro . Phone No.: 2-.i (P $ /I Approved per applicable codes. Corrections required prior to approval. Inspector: Date: , `..,34‘ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �. .. INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Project: C Hot n m Type of inspection: gou6714 - I tdresg: G I' 1 i t � cr Date called: q_ I/ _9 G Special instructions: ' Date wanted _ lg „ j , D C m. ilm. Requester: DA NI Phone No.: 23(o — . Approved per applicable codes. COMMENTS: Corrections required prior to approval. /lam csG4 44,14 t"t e. Inspector: i Date: 47 J�% $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, -fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Et9i• INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ig)‘ PERMIT NO. (206) 431 -3670 Project „ �) Type of inspection* nn0 IA Addres . Li- (t) 1 V S 14 Date called: Al , ! - i1 (Q (``�, Special instructions: , Date wanted: �17I1C p.m. Requester: Phone No.: .32 ' . r 7/ Li Approved per applicable codes. Corrections required prior to approval. Inspect Date: $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspectiop, Receipt No.: Date: • INSPECi'ION NO. „-....,...,. w�.....».......-. n.., �-...« w..,...«............ r. na... awaywivi .•wv..a:�cu::3avoi��ew�t x.r.a,rrr:nt+: �_ ., INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: // �lr! D [ tiU �7 Type of inspection:, ,r / /mil c°�i Address: Date called: V` 7,-96/ Special instructions: Date wanted: l-/-loi/ `�t:' . bb p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: vim .." �•;' - �',�sc.l��i rya-, i'�7 S paw-, ‘504.1-4 I,4,/C ePS 46--A:, 4 I Inspector: 11 Date: �y r� $42.00 REINSPECTIO a FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: Date: �.. INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 -0o1z. PERMIT NO, (206) 431 -3670 Project50 owisxt Te_ W Type of inspection:p ,M t,'CSI Date called: Li ` 5 , ci / `P iftli sg (� Li `Specie instructions: vt-�" / 5 ! r =l00? -. Stn."' el f�, ,/d u 4- �'j L.�i � eitee4r.q.„. q..� 9. to. p.m. Requester: A� HALL Phone No.:17g 5 -7 0 ci ;7^� Approved per app1it,able codes. Corrections required prior to approval. COMMENTS: /add ha A s7.•, Lc, s Seel 2-) j'e_zp 464 4 .127e.".1.40-1S /�- X471 %v�-,� _ ' ,> q,, -.' // js� (4 1_ J/- /4 p mac_ 4 4. /eel I Inspector: ✓ Date: z t %, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd•, Suite 100. Call to schedule reinspection, Receipt No.: Date: � • • // 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P- 61)1 Y PERMIT N0. (206) 431 -3670 Project*' n `C�•— Type of inspeon: , Address: Date called: Special instructions: d, 4 Date wanted: J! �'�► Requester: Phone No.: 1 0 ` So-7 0 Approved per applicable codes. COMM ENTS: Corrections required prior to approval. $42.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I INSPECTION RECORD Retain a copy with permit PI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 P ect: G4.4)?11/ Type ot Inspeetion: Address: 46 ci s . fa (4 Date Called: Special Instructions: Date Wanted: i / pi / (0 64 p.m. Requester: Phone No.: )6,,Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 77:7 5 ki ,r414"-- ,2, z 11Sped : Di $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter BIvd., Suite 100: Call to schedule relnspection. \.1 INSPECTION RECORD Retain a copy w/th permit `,/i PERIIM N0. Mal 6 00 12- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188,— . / ` ,4206) 431 -3670 Project: 64D\ t ACTS- - Type of Inspeci -ion Ad o20 tea. I1-ALrh '-r-- Date CaYed: I Z - I LA _ 96 al Instructions: \ i. 1Tc..�N) ci- 00: -. M -::p .. .F Date Wanted' �' Z " i am. p m. Requester: bAN FiPi Phoner41:.2.9 _ q ``I C• ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: 4I4I. ❑ $30.00 REINSPECTION / REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaN to schedule reinspection. 'Date: Recept No.: • • ;w'.._. au 4f, ..r:44uw•44. arr17,4.?...0 ads:v;44:g.; .14. :::'.4Y:..t..........r_....... INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M,5, PERMIT N0. j (206) 431 -36670 •ro -.; rY i... i','T"-- *4- -. ypeo n .:.. ', ..r s' - 'mress: 1 1:, e min; Special Instructions: g; C � ::'--- , parr. fr'iik4 Phone No.: L .. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: tai 7.7%... i','T"-- *4- -. / 1 fr'iik4 L .. !. ate-" (0 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 10.: I DO: wx� ' 1 INSPECTION RECORD Retain a "copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 wit r Do PONT NO. (206) 431 -3670 Project: , 4 ^ '7 _1„ D Type of Inspectior ,,�_.. � Lifirj JrL s i 5� late caw: 1 1 G,,,( - I nstnrcl Date Wanted:11, �` 15 5 Q p .m. Requester - n9 foal._ Phone 40 2x3 - q6161.v Approved per applicable codes. 0 Corrections required prior to approval. hum 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ..�. #+T....+ u^`.ri 'YRe ^.n+r+u+wna. W :. w+ ++...uf w. Yi.� ✓t.YSlsnrNpanC INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Prged: 5 / e/ ( k f�a Type of Inspection:/ dJ�` , ✓(/ Address: Date Called: Special Instructions: /( , Date Wanted: 9,..... ,,, p.m. Requester: Phone No.: gApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /fo c„k Fn » i ,te:340 /CAL /e411, >ff 79/7— et, (..-te-e"--/ j Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Reuct No.: I Date: 1 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit r� A495 PERMfl N0. / (206) 431 - 3670 ro a ���� ype o nsp@ct �n: ress: 11:1: f :I 00 1-1--) a i--24,- 'pl"2-73 q - - - // -1 c*s Special nstruct ons: ex:, Date Wanted: 47_ �► �- PS am. A Requester: / / /,s ,1 / /(2oa -, ,, /170k-I1 / >, q://5 0 GU r Phone No.: 6 Z., e aidigA 6, 6, /�� 4s ht ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ri 1, 7 ‘7 --- ,! / 6,02-0-7/4) 47.Z, /5 tel. f'4/ -1 ,4 it4.,7. 1-1--) a i--24,- 'pl"2-73 q - - - // -1 c*s ,- 9 �v 5 A� i ,/ G /p► f�� I -4 s `�� r.�l�l"`i� b, / e-t * � ,0 / / /,s ,1 / /(2oa -, ,, /170k-I1 / >, q://5 0 GU r 3J2 6 Z., e aidigA 6, 6, /�� 4s ht .. VQr- i r7 Vit 4," c/ r 4. j /..in fidernJ /z-, A4. -11-- 1"7a-. -r ,f` Mt" ( _Q_r.. /0 T AC f k7L / left, ...„ ,-, d ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ReceOt No.: Date: - � INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 r e' c7177— i i ', I /4-4-1, ype of Inspection. 4644 Date Called: Address: Special Instructions: Date Wanted: Requester: Phone No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / Ft e,,, ., .,,..e, 4. , • ...p, _ AZ- P141812411IrE---; ,-- ■Lat' -. ./ a FilkiMISIMMI. I' MIMII 1111~7gigk IMIPMK.4 . .AMIrd..PFIffii. ,,;', ' . _..e.r 4/.... - ''' - =, J • % 4 A J1 mploi, . 1. 1 , IN, at--- ,d / 1141WINIIIP.I re.. o 11 2. 0 jijillfr i .rt4' vet ea I I ..t o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pe- e INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: 4., L c/G4Ati ( e--L Type of Inspection:-/ Address: — -11 Date Called: Date flanted: am. p.m. Special Instruct • : Requester: Phone No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: LIMMRIMPAMIIIINIMIll Ar 1181M111924 r -row A w 00 4. air eaC/C-4.111 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecUon. ••••*;,, i w.a.nw.ar.e�a+s„r� xy...z.nwa>✓.....wrwv,.s...r.. mn»w.we• INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •■• r.ixv 125 (206) 4313670/7. Project: 11 41.t'�l k: - rape of Inspection) on: // �� #767-4 Address Date Calved: Special Instructions: Date Wanted: G)"" / '"� am. .m. Requeste r. Phone No,: AApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4169i_c - c cdu44/04z/i--> O 130.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: II e: • f � � INSPECTION RECORD Retain a copy with permit CITY OFKWILA BUILDING DIVISION 6300 Sou center Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: �� _ WAl. i�c7i� Type of Inspection: �y.,.el -6 / 'Address: � d ( es— Date Called: Spec J nstructlons: / Date Wanted: c, / a . am. .m. Requester Phone No.: It Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. A LA •m"s, ito v ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project; fedw crk Type ofInspectio:5 i_ Address: /44-1 1 s br" 7 aC, / N - G►'ti.. Date Called: g. r 3 v vJ,'S S11441 G MVO 4,9 cam, Special Instructions; / 0 a. w-- Date Wanted: - /-'q5.- gtp.m. Requester : /___- Phone No,: ❑ Approved per appl able codes. ❑ Corrections required prior to approval. • COMMENTS: j '64,%,,, — c d t c_700--. No , P 4 ( ' W r`" t4 sp t1 c„c" o u ru r . 14"3CN,00,4 iz.D . AO— . 1. H2. rrr.L61.4i • P1.4 iv-- kJ ALL- K s14A -, -- E-0cLe -suPr 1 s br" 7 aC, / N - G►'ti.. r! w F-0- —i-i . TM, S. PrA n-- vJ,'S S11441 G MVO 4,9 cam, . IInspector: Date: ( : ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. Recopt No.: Date: IPA INSPECTION RECORD Retain a copy with permit CITY OF TtUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: -.. -.. Type of Inspection: 1 `-L', -` L r I -- j r l Address: H cca 8 5 . I y `(,.', S-i` . Date Called: z..'3 / ',:> y / qI. - Special Instructions: SC - 1� ik I ,� i -t-cc 1 late Wanted: 0)S-161C am. .m. Requester:��_ 1- .� X11'01 S tYc l Phone No.: 7- 7 S. _?S,5Z> k 3Co ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ip 62 4.1 g -A4c7 47 . • /p,4, 2T) 1/45/-to .6 "e_, 5 s «� ti Ivo* /4" 6 ‘01-cz- 5/9-2-(7 * J i (—Yit (5e / /e.e, • CQ7 'bit/4 ot-p/ 4.4'5 eX4P4, t fn 5 }1 4 ,, W ,, .61-/,3 --4/240- co-2- , 4''s ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at c6300 . ut • : nter Blvd., Suite 100. Call to . • ule reinspection. ; ,a5 -oo1D PERMIT TN CJ1OJ4 STATUS REPORT • PERMIT NO: LAST RECORDED • INSPECTION : TIME•:. MESSI.GE .WITH; ANSWERING; .MA:CHINE: •'INSPECTORS •;S:IGNATURE': .CONTAC•EA NAME . • • ;r; pHONE•�'�:�� i ' :NO ONE ••HERE,` - :NOTICE 0] VISIT LEFT ON .SITE' •'INSPECTORS •;S:IGNATURE': 4- „ti pi t4,1:4'.ritl7t7;;Tr:i72,i1:),V;;Vri;717:7;;i T, 77.4;;; .;;;;;7:::;Z:7%; iq-7•77;704,,',-:,11171,a 3.7‘;'4V7:47;TX,Vi. 17a571:$4:WrA 41i;-"Siat71.4•44,;(44 City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fitt. Chief Permit No. Project Name SHOW 6/6.1e /17113A(t )Ci-700/ Address ( 62- 5 / 7- Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Suite # IL/VA .L"; cif: Loc,c4v Sprinklers: Fire Alarm: Hood & Duct: ,Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM Dte T.F.D. Form F.P. 85. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 575-4439 CITY OF TUKWILA Address: 4628'S.144 ST Suite: Tenant: SH0WAtTEe MT0ULE •SCHOOL Type: B -MECH Parcel #: 152304 -9164 Permit No: M95 -0012 Status: ISSUED Applied: 01/20 /1995 Issued: 03/23/1995 •k•k•kkk•kk•k•bk•k•kkk *'k•k.k kkk•k k* ** k b kkk•kkk•k•kk•k•k • k kk•kk•k•k•kk•kk I k•k k'kk kk k kk kk k h*k•bk kkkk•k* Permit Conditions: 1`. No chancres will be made ^,:r oz.jt1.e p, a i1 sue.• is i�'a.i����'%yi� �er.. approved by the ;Ar chitect or :Engineer' ,nd.. -th"e "Tui :w la""Bu : •dwlii4.‘t.Crii11sion. . ;A11 permits, ins fc: ;'ort" rec. rd s,, an (,1 approved` '1.''liks sha I 1 be ava i l able .;:at t -:e tob situ.� ps i' r to t re start of arl' "w,con- • struat ion . ;r se doottmeOtAV art cil t:o7 a main a'in d ail: dry ai 1 able anti 1 ,;i a`1' rin )e.cti: n approval is gr:�ans ed., `'� . ;All, con st, ion ?.to,. Ore 'd onefr�i.n'" 8iri1$I• °hanc�e t,h.cfppro p l ans` an0'0,56 q ?1 r epne. is of' the ir>yi� orm' Bu i lid,ieng chi 1 "'t•19 Edition,' ; ertid ` . di itorm'�,'letchaii) cal lode 4t41991 Edi i0 and Wa in ngton ta,t�e' Ener,`g fiCode (1194 Edition& ''''" 4 Val i d fit. of Fermi % The .., `i +.,.;`r nee of a permit or•' ' +:gyp royal plan •spas 'ficati.on::•,.,a'iid cod put•ations shall not eke -co, - str•u;ed to;��.be'4`,a' 0"armit °tart or,I1 n.— ap.p.r,ova1 oft any vaiola,ti�. n [ F .of anv of the provision •- o.f...,..ti a buit;lding code or of ',any x` oth&r : ordi,rrance of the-'''..J tfr i stiff ct i on•. <r;1 No pe,rmi t presumih�t'g t 'gi4'er1uthority{ to .:violate or; ca'nc,e.l.;;theipra visions of;', this coti e-{ sha 11 ,gibe a.,va=1`i d . 4 , . f . , ' ,' . v 1 5. MAN1+FAC�TURER:; >�IN'STALL"AT.I0N I i`5TRUC'TI•QNS..REOUIRECD ON S'IT FaFvj�iTHE BUJLf INU'•IN: P T',t7R5" I~ VIEW. `;�_ y 3 I.M:5”..a,:o .. vi 'S (' „f ''4• "A•.�f.•' . ,.F At.•. :: n l ` .-dt� �,�F, ••'r� �mo"" •� +0......,., +1 � - 1994 Washington State Nonresidential Energy Code Compliance Forni Lighting Summary LTG-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Project Info Project Address Showalter Elem. School Date 1/13/95 4(.22) 5. 1,4‘44-1" 4. 1,r Budding Department Use TTI,.w',lu w,4 9g Ito$ Applicant Nam e:1:44. CCN1Ya1 4..10 01 Q11C_i 6 /4,z1Nont drl'41'1' 4. T.�‘cwitu wA 9811-8 -'i' . Applicant Phone: Zo(o 244 - 2i00 Project Description. New Building (J Addition • Alteration Compliance Optior O Prescriptive • Lighting Power Allowance U Systems Analysis (Sce Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plan] Alteration Exccptit (check appropriate box) 0 No changes arc being made to the lighting o Less than 60% of the fixtures arc new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (interior) Locution (floor /room no.) Occupancy Description Allowed Watts per sq fl.. Area in sq ft Allowed x Arca Library (LL) 400 IIPS 1.50 2820.0 4,230.00 Cafeteria Sce next page for breakdowns 1.50 5600.0 8,400.00 Offices (MM) 175II1'S 1.20 900.0 1,080.00 Gymnasium 1.00 8105.0 8,105.00 Shop 2.30 1400.0 3,220.00 Classrooms 1.35 74107.0 100,044.45 om Table I5 -I (over) - document all exceptions taken from footnotes Proposed Lighting Wattage (Interior) Total Allowed Watts 125,079.45 (May not exceed Total Allowed Watts for Interior Location (floor /room no.) Fixture Description Number of Fixtures Walls/ Fixture Watts Proposed Zovcred Parking (LL) 400 IIPS ' 0.2 W /sq fl 465 5115 Open Parking Sce next page for breakdowns 0.2 SWsq ft 116435 23287 Outdoor Areas (MM) 175II1'S 0 W7sq 0 215 215 13Idg. (by face) 0.2 W /sq (1 Bldg. (by perim) 7.5 W /If Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 112,205.00 Maximum Allowed Lighting Wattage (Exterior) Location Description Allowed Watts per sq f> or per If Area in sq ft (or If for perimeter) Allowed watts x sq ft (or x If) Zovcred Parking (LL) 400 IIPS ' 0.2 W /sq fl 465 5115 Open Parking (NN) 175 Metal Halide 0.2 SWsq ft 116435 23287 Outdoor Areas (MM) 175II1'S 0 W7sq 0 215 215 13Idg. (by face) 0.2 W /sq (1 Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade arca or the perimcntcr method, but not both Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) 23,287.00 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed ( Open Parking (LL) 400 IIPS 11 465 5115 (NN) 175 Metal Halide 7 215 1505 .. (MM) 175II1'S 1 215 215 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 6,835.00 RECEIVED ITY OF TUKWILA AN 20 1995 ERMIT CENTER Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts l'or Interior) Location (floor /room no.) Fixture Description Number of Fixtures Wads/ Fixture Watts Proposed I,ibrar, w (1x4) FI,UORECEN'I 29 59 1711 E 4' STRIP 28 59 1652 Cafeteria (111) HID DOWNLIGII'1' 6 295 1770 (U2) 111D DOWNLIGII'F 4 295 1180 (EE) TRACK LIGHT 31 115 3565 (FF) MONOPOINT 4 115 460 OFFICE (A) (2X4) Recessed Flourescent S 177 885 (13) (2X4) Recessed Flourescent 2 88 176 (D) (2X4) Recessed Flourescent 6 59 354 (BB) (1X4) FLUORECEN'I' 4 59 236 GYMNASIUM (GC) Metal Halide 15 118 1770 (11111) Metal Halide 20 465 9300 (11112) Metal Halide 6 465 2790 SHOP (F) Metal Halide 157 177 27789 Classrroom (A) (2X4) Recessed Flourescent 189 177 33453 (B) (2X4) Recessed Flourescent 11 88 968 (C) (2X4) Recessed Flourescent 5 118 590 (D) (2X4) Recessed Flourescent 68 59 4012 (E) 4' Strips 58 33 1914 , (C) (2X4) Fluorescent 2 59 118 (1) (2X2) Flanged Flourescent 46 59 2714 (K) Surface Mtg Flourescent 68 59 4012 (1) (2x4) Fluoreccnt 4 88 352 (M) (2x4) Fluoreccnt 5 236 1180 (N) PL Downligltt 13 62 806 (P) P1 Downlight SS) 70 11PS (1) (4X4) Fluoreccnt 32 3 2 62 85 118 1984 255 236 (AA) (1X4) Fluorecent 19 59 1121 (BB) (1X4) Fluoreccnt 37 59 2183 (CC) (1X4) Fluorecent 6 59 354 (29) (1X4) Fluoreccnt 37 59 2183 (RR) 4' Strip 4 33 132 Total Proposed Watts 112205 OF 7 MWIC4q JAN 2 0 1995 Pawn. ceNTER ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) PART 1 - GENERAL 1.1 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. B. GENERAL Instrumentation and temperature controls for HVAC system (including emergency boiler shutoff), boilers, ventilation and exhaust fans, water heaters, AHU's, FIT's and other devices, units, sensors as specified. C. SCOPE The control system shall consist of the CPU, all required Remote Field Computers ( RFC's), Terminal Unit Controllers, sensors, automatic valve actuators, valves, motorized dampers, relays, conduits, wiring, other control devices specified or necessary to perform the specified functions, operating software, operator training, installation labor, warranty, and all other necessary material and labor to provide a complete workable system. Comply with the requirements of Section 15015 regarding project checkout and closeout. D. MANUFACTURER Alternate bid shall be for Johnson Controls, Inc. (Metasys), Alterton, Control Contractors (Barber Colman) Landis and GYR Powers 1.2 INSTALLATION AND QUALITY A. GENERAL The control equipment and connecting wiring shall be installed in a neat workmanlike manner by trained electricians under direct supervision of the control contractor, conforming to all applicable state and local codes. B. CONTROL WIRING AND CONDUIT All wiring and conduit shall conform to division 16 requirements. All control wiring in mechanical rooms (where subject to mechanical damage and /or below 7' AFF), finished spaces, in walls, below grade, and between buildings shall be installed in raceway unless specifically noted that it is acceptable to run exposed. Plenum rated wire as defined by local code (UMC 1991 1002 (b) Exception 6) is acceptable in concealed plenums or ducts and attic spaces where it is allowed by the building official and where it is not subject to mechanical damage. Note that some of the mechanical rooms are return air plenums (Bldg A, Bldg B). All line voltage wiring shall be run in conduit. Control (low voltage) wiring shall be run as described above. Print bate: March 10, 1994 15900 -1 RECEIVED CITY OF TUKWILA MAY 0 .1 1995 PERMIT CENTER w. ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) C. Provide complete system totally programmed to satisfaction of owner. Program at the minimum the following: 1. Time and Holiday Schedules 2, Alarm Limits 3. Optimal Start of Each Zone 4, Dynamic Graphic of Each Distinct Floor Area and zone. 5. Dynamic Graphic of Each Mechanical System /Each Unit. 6. Summary of All Zone Temperatures 7. Summary of Data for Each Zone 8. All Displays Specified in Sequence of Operation 9. Master Menu and Graphics 10. Security levels for programming and access to menus. 11. Program trend logs. 12. Electric peak demand Toad shedding. 13. Gas meters consumption. 1,3 POST INSTALLATION INSTRUCTION A. Upon completion of the work, the system contractor in conjunction with the HVAC representatives shall instruct operating personnel in the operation, maintenance and repair of the system. In addition, the system contractor shall provide 16 hours (4 -4 hour periods) of on -site training in the operation of the system for maintenance personnel and other employees as deemed necessary by the administration. Instruction shall be at the Owners request and scheduled within six months after the system is completely operational. 1.4 SUBMITTALS A. Make submittals in accordance with Section 15010. B. Furnish a complete list of equipment to be furnished including a manufacturer's catalog sheet for each item on the material list. C. Provide a complete set of engineering drawings, within 4 months of award of bid and prior to installation, for approval that will include the following information: 1 Interconnect drawings: a. Show all field wiring and inter - connecting equipment and devices. b.Identify the type and size of wire and assign unique numbers or colors to every wire. b. Identify equipment and devices by the reference designators shown on the plan drawings. Provide materials list on each drawing. c. Block diagrams and schematics showing the layout of all computers, controllers, communication cabling, wire type, count and conduit fill. d. Schematics showing the general mechanical system layout with all sensors /devices of each mechanical system shown with corresponding detail and labeling. e. Floor plan drawings showing location of all control panels as scheduled, room sensors, computers and controllers. 2. Wiring diagrams: cnnn r. ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) a. Show internal wiring of all panels. b. Show general physical arrangement of component devices installed in the panels. c. Provide elementary ladder diagrams to show the function of circuits employing switching logic. d. Provide panel schedule showing location, systems served and point count. 3. Record Drawings: Within 10 days prior to final acceptance update the engineering drawings to reflect the actual "installed" condition and deliver three copies to the mechanical contractor for inclusion in the 0 & M manual. Include all programming and changes made in the field. 4. Provide description of all software to be included. 5. Provide point to point test plan. 6. Plans shall be used in final acceptance to verify operation of all points and control functions specified. See also Section 15015. 1.5 OPERATION AND MAINTENANCE (0 & M) MANUALS A. At final acceptance and system turnover deliver to the Mechanical Contractor the 4 bound copies of the 0 & M manuals, describing the operations, maintenance and servicing requirements of the overall systems and all equipment provided. Provide the following information in separate section each with tab index: 1. Material list, 2. Technical literature for all equipment including catalog sheets, calibration, adjustments and operation instructions, and installation instructions, 3. A list of spare parts provided, 4. System description and complete sequence of operation, 5. Reduced size (11 "x17 ") copies of as -built 6. Input/output (I /O) summary forms for the system listing all connected analog and binary input and output functions and the number types of all points. 7. Control DDC program software and documentation specific to this system. 1.06 SERVICE AND GUARANTEE A. After completion of the installation and the control system, including technical data and software, it shall be warranted as free against defects in manufacturing, workmanship and materials for a period of one year from date of acceptance. Preventive and emergency maintenance shall be included. The system shall be repaired or replaced, including materials and labor, if in owner's reasonable opinion, system is other than as warranted. Timely repair of equipment during the warranty period is essential. Maximum 48 hour response on warranty items is required. Software and data shall be revised and updated as necessary to reflect system changes thereto during warranty period. CPU shall be provided with a minimum one year parts and labor warranty from date of substantial completion. CPU supplier shall have factory authorized service center within 30 mile radius of installation. n.?... EN.... ► l....1. In Irwin 15900 -3 ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 1.7 SYSTEM DESCRIPTION SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) A. GENERAL Provide a Distributed Processing System complete with Direct Digital Control (DDC) and Direct Analog Control (DAC) software. This system is to control all heat pumps, condenser water system, fluid cooler and thermal water storage tank, boilers, irrigation system, dampers, water heaters and circulating pumps, valves, outside lights, ventilation and exhaust fans and other specified equipment directly, without intervening conventional controls. System shall be completely precalibrated with no controller setpoint adjustments or calibration required. B. BASIC SYSTEM FEATURES 1. Zone by zone control of space temperature, usage scheduling, equipment failure reporting, and override timers for off -hours usage. A zone is the area served by one unit (heating coil, heat pump or motorized dampers). 2. Microset room sensors. All temperatures to be set by operator from the Central Processing unit (CPU), except as allowed by Microset unit. 3. Priority password security system to prevent unauthorized use. Six levels, each assignable to dedicated function keys. 4. Equipment monitoring and alarm function including information for diagnosing equipment problems. 5. Auto - restart on power failure. Disk system for recording changes in schedules. 6. Modular system design of proven reliability, utilizing the IBM compatible processor. System shall be IBM 80486DX with 4 meg RAM compatible. 7. Equipment run time totalization of fans, heat pumps, circulation pumps, fluid cooler, boilers, irrigation system, etc., capable of alarm and maintenance work order generation. 8. Operator shall have complete capability to modify displays, menus and menu format headings, data base information, at will, with no required auxiliary equipment. 9. Operator may select individual security level assignments for each operation and menu selection available, according to his /her specific operation responsibilities. 10. Graphics. A standard dynamic color graphic package shall allow operator capability of constructing floor plan drawings, mechanical equipment piping diagrams, mechanical systems drawings at will, while system is on line. Graphics to be dynamic, displaying current point data information. Provide and program all graphics. For each room designation, provide room number shown on drawings in parentheses, and actual room number, e.g., (B108A) 102C for room number B108 on plans, room number 102C actual. Provide mouse for pointing, with mouse pad. C. GRAPHICS Provide, at a minimum, the following: 1. Graphics, with dynamic temperatures, of the mechanical system. Show entire heating water loop, complete with equipment monitored, with overlay of all temperature points called for in specification. For .. • . . % t ADDITIONS AND MODERNIZATIONS TO SF- IOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) example, the boilers shall be shown in the mechanical room graphic with supply and return temperatures shown in their corresponding positions within the heating water loop. Show all equipment graphics that EMS is required to stop, start, monitor equipment status or temperatures. Equipment graphics shall accurately depict equipment represented (e.g., AHU graphic shall look like AHU system, fan graphic shall look like fan system, etc.). 2. Three levels of graphic penetration of the school mechanical system will be required. Provide the following: a. Level I: Provide a plan graphic view of the entire school which shall be divided into 8 or 10 approximately equal parts. Selection of any section, by use of cursor, shall enter into Level II graphics. b. Level II: Level II graphics will show a graphic of all the rooms in this portion of the building. Provide dynamic space and discharge supply temperatures in each room next to a representative space sensor as shown on the graphic. Also provide the room number on graphic. This graphic shall be closely representative of the actual scaled dimensions as shown on the Architectural plans. By moving the cursor to a room shown on the Level II graphic the operator will be able to move, through the pushing of a key or mouse, to Level III. c. Level III: Level III will show the actual graphic of the equipment in the room selected with dynamic temperatures and status conditions. This graphic shall also show any associated equipment such as dampers, exhaust fans or water heaters controlled or interlocked with this unique room. PART 2 - PRODUCTS 2.1 BASIC SYSTEM A. GENERAL The Direct Digital Control System (DDC) shall be fully integrated and installed as a complete package of controls and instrumentation. The system shall include all computer software and hardware, operator input /output devices, sensors and controls required for complete operation. The contractor shall provide all wiring, conduit, installation, supervision and labor, including calibration, adjustments, operator training and checkout necessary for a complete and full operating system. Provide spare parts as follows to the school district: Tuxes: (see requirements under TUX section) Modulating motors, Microsets, duct and pipe temperature sensors, airflow switches, relays: provide one spare when unit count is 10 to 20, provide two spares when unit count is over 20. B. SYSTEM STRUCTURE 1. The system shall be complete, stand -alone temperature control system consisting of a Central Processing Unit which utilizes state -of- the -art technology, simple user - friendly operation, high reliability and modular construction. . gann_A ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) 2. The basic elements of the System structure shall be built up on only standard components kept in inventory by supplier. The components shall not require customizing other than setting jumpers and switches, adding firmware modules or software modules or software programming to perform required functions. 3. The system shall be a true distributed processing system. All software control functions to be performed by the intelligent field panels. Control software to be in nonvolatile memory. The TUX (Terminal Unit Controller) shall communicate with the SRFC and SRFC shall communicate with the CPU. C. CENTRAL PROCESSING UNIT (CPU) The Central Processing Unit (CPU) is to be a standard IBM 80486DX with minimum 8 meg RAM compatible. The unit is to be 16 bit, with 0 wait state, 66 MHZ clock, 8 MEG RAM memory, 540 MEG 28 MS IDE or SCSI type access hard disk storage, 5 -1/4" floppy disk drive and 1.44 M 3 -1/2" floppy disk drive utilizing a 1 to 1 interleave controller, and /or 9600 BAUD modem. Monitor shall be a NEC multisync SVGA 15" color monitor high resolution with .28 dot pitch or better, with SVGA CARD. Unit to have battery backup and auto start -up feature. Locate system CPU and panel in room A140 or as directed by the owners representative. D. REMOTE FIELD COMPUTER (SRFC) Units shall be a stand -alone microprocessor based controller and shall contain at least 32K of memory and be expandable. Each shall have an on- board watchdog circuit, shall be programmed for control strategy specified and provided as required or as noted on drawings and shall have an RS232 communication port. E. TERMINAL UNIT CONTROLLER (TUX) Shall communicate with it's CPU and also be stand - alone, maintaining its own control strategy in the event of communication failure, shall contain built in RAM and ROM. Provide a separate unit at each FIT, boiler, lighting control (number as required), water heater, AHU, and fan system, and additional units as required to attain the sequence of operation. Provide 8 extra units. Units shall have at a minimum the following characteristics: 1. Five digital output drivers or contact rated at 24 volts, .5 amps, AC or DC. 2. Four analog or digital inputs, dry contacts or voltages. 3. Analog output, as required, 0 -10 vdc OR 4 -24 ma. 4. LED indication on all digital outputs. 5. Setpoint pots for stand alone mode setpoints for AO's. 6. Standard screw terminals for all terminations. 7. Optically isolated from communication trunk. 8. Fused protection. 9. 24 volt AC powered. F. CAPABILITY The EMS shall monitor and control all functions relating to building control as specified. The point monitoring and controlling functions to be performed by the System shall include but not be limited to the following capabilities: 1. binary inputs (contact closures) f1..'... IN.... \ 1...1. to 1r1f\A 1 ccnn_R ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) 2. analog (electrical) inputs 3. binary output (start /stop) 4. analog outputs (varying voltage signals) 5. PWM (pulse width modulation) with feedback position indication. The system terminal unit controllers shall directly control all HVAC equipment. The sequence of operation precisely identifies all points of monitoring and control. G. FAILURE Upon failure of any terminal unit controller, system shall display off line occurrence for each individual affected point at CPU. In event of main CPU or remote field computer failure, controller shall operate in stand -alone mode, operating equipment at default values. H. CAPACITY The system shall have a minimum 2500 point capacity. I. MODEM Provide a fully Hayes compatible 9600 BAUD internal modem. This will be used for communication with other computers. J. REMOTE OPERATION All functions of the CPU with the exception of DDC shall be available by remote control from an offsite computer (such as manufacturer's office for trouble shooting purposes and School District Central Maintenance Office). Owner shall provide a dial -up telephone line. Provide all necessary components and software upgrade for proper interfacing with the existing District Central Maintenance Office EMS, so that all control and monitoring functions can be accomplished from District EMS. K. PRINTER Provide standard 24 pin dot matrix printer, minimum 120 cps capacity; acceptable manufacturers are Panasonic, Citizen and Epson. 2.2 ENERGY REDUCTION SOFTWARE A. GENERAL The EMS shall be designed to control external electrical loads for the purpose of saving energy. This shall be accomplished utilizing a combination of different methods. Provide engineering, consulting, programming and training time to develop and implement the following energy reduction software. B. SCHEDULING 1. Time Schedules: The EMS shall be capable of providing at least 99 time schedules. Each schedule to be 8 -day type, 6 entries per day. All entries to be in 12 hour AM /PM format. The complete schedule shall be displayed at one time on the CPU for easy editing. Each time program shall provide ON /OFF or DUTY CYCLE commands, or Analog Control Values as desired. 2. Holiday Time Programs: A minimum of 24 holiday time schedules shall be available and can be assigned to any number of available points. crtrin ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) 3. Holiday schedule will display entire year and shall also allow for an interval holiday time, program showing holiday START date to END date (example: December 24 to January 2). C. DUTY CYCLING AND DEMAND LIMITING Provide a duty cycling and demand limiting program. System shall support at least 100 loads and three demand meters. Provide pulse metering at electrical service panel. D. OPTIMAL START /STOP 1. System shall provide adaptive start time control decisions based primarily on outside air temperature and individual room temperature. Each terminal point shall have adaptive optimal start -up for both heating and cooling. The heating and cooling advance start calculations are separate, and on a point by point basis. 2. Morning Warm -up: HVAC equipment shall run in full recirculation air on heating to pre -warm to heating set point. 2.3 MISCELLANEOUS FUNCTIONS A. PEAK DEMAND RECORDING The demand peak in kW and its date and time of occurrence shall be recorded. These values may be observed by the operator. System must support a kW and kW hour trend log. B. REAL -TIME CLOCK/BATTERY STANDBY POWER Real -time clock shall be self- contained and accurately controlled by a quartz crystal. The clock shall be set via the keyboard and may be viewed on the display. A battery standby power supply shall be used to maintain clock operation when primary power fails. When primary power returns, the system shall automatically "reboot" to the appropriate schedules and require no action from maintenance personnel to reinitialize. Battery back -up shall be provided for 360 days of clock operation. C. PASSWORD Provide programmable password which can accept alpha - numeric characters. Each password shall be individually assignable to different function keys. Invalid passwords should lock data base access after three attempts. Password will not be needed for access to monitoring programs. D. DISK SYSTEM 1. System shall be able to store data base on standard digital disk or load a data base from the disk. This shall be accomplished centrally or locally at the terminal. Cassette type systems shall not be acceptable. Operator to be able to program system to automatically dump data base to disk storage system at end of each day for the purpose of updating all point data information and Togs. 2. The disk system shall be activated to load or store data to the CPU on system initialization or as permanent changes as recorded. Disk system shall not be utilized for routine system operation. E. ALARM PROGRAM 1 ioru- R RETAKE OF PREVIOUS DOCUMENT ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) 2. analog (electrical) inputs 3. binary output (start /stop) 4. analog outputs (varying voltage signals) 5. PWM (pulse width modulation) with feedback position indication. The system terminal unit controllers shall directly control all HVAC equipment. The sequence of operation precisely identifies all points of monitoring and control. G. FAILURE Upon failure of any terminal unit controller, system shall display off line occurrence for each individual affected point at CPU. in event of main CPU or remote field computer failure, controller shall operate in stand -alone mode, operating equipment at default values. H. CAPACITY The system shall have a minimum 2500 point capacity. MODEM Provide a fully Hayes compatible 9600 BAUD internal modem. This will be used for communication with other computers. J. REMOTE OPERATION All functions of the CPU with the exception of DDC shall be available by remote control from an offsite computer (such as manufacturer's office for trouble shooting purposes and School District Central Maintenance Office). Owner shall provide a dial -up telephone line. Provide all necessary components and software upgrade for proper interfacing with the existing District Central Maintenance Office EMS, so that all control and monitoring functions can be accomplished from District EMS. K. PRINTER Provide standard 24 pin dot matrix printer, minimum 120 cps capacity; acceptable manufacturers are Panasonic, Citizen and Epson. 2.2 ENERGY REDUCTION SOFTWARE A. GENERAL The EMS shall be designed to control external electrical loads for the purpose of saving energy. This shall be accomplished utilizing a combination of different methods. Provide engineering, consulting, programming and training time to develop and implement the following energy reduction software. B. SCHEDULING 1. Time Schedules: The EMS shall be capable of providing at least 99 time schedules. Each schedule to be 8 -day type, 6 entries per day. All entries to be in 12 hour AM /PM format. The complete schedule shall be displayed at one time on the CPU for easy editing. Each time program shall provide ON /OFF or DUTY CYCLE commands, or Analog Control Values as desired. 2. Holiday Time Programs: A minimum of 24 holiday time schedules shall be available and can be assigned to any number of available points. crinn ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) Holiday schedule will display entire year and shall also allow for an interval holiday time, program showing holiday START date to END date (example: December 24 to January 2). C. DUTY CYCLING AND DEMAND LIMITING Provide a duty cycling and demand limiting program. System shall support at least 100 loads and three demand meters. Provide pulse metering at electrical service panel. D. OPTIMAL START /STOP 1. System shall provide adaptive start time control decisions based primarily on outside air temperature and individual room temperature. Each terminal point shall have adaptive optimal start -up for both heating and cooling. The heating and cooling advance start calculations are separate, and on a point by point basis. 2. Morning Warm -up: HVAC equipment shall run in full recirculation air on heating to pre -warm to heating set point. 2.3 MISCELLANEOUS FUNCTIONS A. PEAK DEMAND RECORDING The demand peak in kW and its date and time of occurrence shall be recorded. These values may be observed by the operator. System must support a kW and kW hour trend log. B. REAL -TIME CLOCK/BATTERY STANDBY POWER Real -time clock shall be self- contained and accurately controlled by a quartz crystal. The clock shall be set via the keyboard and may be viewed on the display. A battery standby power supply shall be used to maintain clock operation when primary power fails. When primary power returns, the system shall automatically "reboot" to the appropriate schedules and require no action from maintenance personnel to reinitialize. Battery back -up shall be provided for 360 days of clock operation. C. PASSWORD Provide programmable password which can accept alpha- numeric characters. Each password shall be individually assignable to different function keys. Invalid passwords should lock data base access after three attempts. Password will not be needed for access to monitoring programs. D. DISK SYSTEM 1 System shall be able to store data base on standard digital disk or load a data base from the disk. This shall be accomplished centrally or locally at the terminal. Cassette type systems shall not be acceptable. Operator to be able to program system to automatically dump data base to disk storage system at end of each day for the purpose of updating all point data information and logs. 2. The disk system shall be activated to load or store data to the CPU on system initialization or as permanent changes as recorded. Disk system shall not be utilized for routine system operation. E. ALARM PROGRAM • 1 t onn Q ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) 1. For each analog input point, provide operator assignable high and low alarm limits. 2. For each analog input alarm and each digital input, provide the following assignable alarm responses: a. Sound horn or flash remote light as directed on alarm occurrence. b. Display point English - language description on reserve area of screen. c. Print out alarm description and operator- created alarm message. d. Require acknowledgment by operator and prior occurrence if directed by owner. e. Store previous 1000 alarms, with description, time of occurrence, time of acknowledgment , and time of return to normal. Provide for review of alarm history on CRT printer. f. Provide 50 programmable alarm messages, up to 256 characters each. 3. Boiler fail alarm shall be by dry contact to boiler controller (loop temperature alarm not sufficient). F. LOGS 1. Trend Log: Provide 50 trend logs. For each trend log, operator may assign up to 6 points and an interval sampling rate of 1 to 256 minutes. Store time segments. Provide for review of data on CRT and printer. Each trend log can be assigned individual start/stop times /dates at the terminal in advance. System shall automatically begin entry into each log as scheduled. Each point in the log shall have 1000 entries, all data stored CPU memory for future retrieval. 2. Current Alarm Log: Display all points currently in alarm. 3. Alarm History: Log last 1000 alarms as to time of occurrence, time of acknowledgment and time of return to normal. 2.4 CONTROL COMPONENTS A. TEMPERATURE SENSORS All temperature sensors to be solid state electronic, factory calibrated to within one -half degree F, totally interchangeable. Wall sensors shall be equal to Alerton Microset and allow adjustment by occupant of + or - 1.5 degrees F from setpoint. Sensors located in corridors and areas subject to vandalism shall be stainless steel flat plate type sensors. Duct sensors to be electronically identical, housing suitable for the application. Metal guards shall be provided at sensors in gymnasiums. B. CONTROL DAMPERS Provide low leakage horizontal blade control dampers. Dampers shall have blade seals and stops, equal to Ruskin RCD -46 with EPDM blade seals, and stainless steel edge seals, galvanized steel construction. 5 CFM leakage per square foot at 3 in. W.C. with 20 in. -lbs torque applied regardless of size. C, DAMPER AND VALVE ACTUATORS Electric actuators to be supplied and installed by the Control Contractor. Provide in sufficient size, quantity and type matched to application. Proportional or 3 point floating as required. 110 volt circuits are supplied at f. •.• n... •1._.1. I/\ 5004 l Fgnn -q ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) the mechanical platforms for control system power. Provide control transformers as required. If additional 110 volt power is needed at other locations, the control contractor shall pay all cost for Division 16000 to provide the additional power. Damper motors shall be manufactured by Belimo, Barber Coleman or Honeywell (U.S. Made). See also Section 15820. D. CONTROL VALVES Provide factory- fabricated control valves, provide selection as determined by manufacturer for installation requirements and pressure class, based on maximum pressure and temperature rating of piping system. Except as otherwise indicated, provide valves which mate and match material of connecting piping. Equip control valves with control valve motors, and with proper shutoff ratings for each individual application. Provide spring return where noted as normally open or normally closed. Valves shall have a maximum 2.5 psi water pressure drop at design flow conditions except as noted otherwise. . Diverting valves for fluid cooler and water storage tank shall be Victaulic or equal motorized butterfly valves. E. ENCLOSURES All enclosures to be UL listed and all metal construction. All controls and instruments shall be logically assembled at one or more panels. F. CONTROL RELAYS Shall be rated for the application, with a minimum of two sets of Form C contacts, enclosed in a dust proof enclosure. Relays shall be rated for a minimum life of one million operations. Operating time shall be 20 milliseconds or less, with release time of 10 milliseconds or less. Relays should be equipped with coil transient suppression devices to limit transients to 150% of rated coil voltage. Provide a relay for each digital input and output at the units. Relays shall have pilot light. G. CONTACTORS Shall be the single coil electrically operated, mechanically held type. Positive locking shall be obtained without the use of hooks, latches, or semi- permanent magnets. Contacts shall be doubled break silver to silver type protected by arching contact where necessary. Number of contacts and rating shall be selected for the application intended. Operating and release times shall be 100 milliseconds or less. Contactors shall be equipped with coil transient suppression devices to limit transients to 150% of rated coil voltage. H. AIR FLOW SWITCHES General Purpose utilizing differential air pressure, adjustable 0.1 in. W.C. to 2.0 in., neoprene diaphragm all aluminum construction. I. BUILDING POWER MONITOR Power monitor to match AC system. Power monitor shall measure line voltage, current and power factor with ability to internally compute consumed energy. Output pulse proportional to kwh used, Interface pulse to the EMS. Also provide local direct - reading digital display of cumulative kwh (6 digit display), Non- volatile memory. Maximum error +/ -.5% full scale. a annn 4 n ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) J. BUILDING GAS CONSUMPTION Arrange for gas meter upgrade to pulse type output. Pay added cost to gas company for this upgrade. Tie into gas company meter (main meter serving school) and monitor pulse output of meter. Contact gas company (WNG) for conversion factor of cubic feet of gas per pulse and MBH of gas per cubic foot of gas. Use correction value for temperature and pressure. Provide running total of yearly gas consumption in MBTU (MBTU =1,000 Btu and in therms (therm= 100,000 Btu)). Operator shall be able to reset start date for yearly total. Display start date on screen. Provide daily total and monthly total, automatically dump data to trend / history log, so that any month's consumption on a daily basis may be viewed for the past 18 months. PART 3 - EXECUTION 3.1 SEQUENCE OF OPERATION A. GENERAL Provide devices, relays, switches, sensors, dampers, conduit, and wiring to provide a complete and operating DDC system. EMS contractor is responsible for providing all control and line voltage conduit and wire when used for control. B. VAV AIR HANDLING UNITS /CONDENSING UNITS /FIT BOXES /EF FANS The "Sequence of Operation" shall be as hereinafter specified. Provide night setback operation for each building AHU zone to maintain lowered building temperature of 55 degrees F. (adjustable) during unoccupied periods (verify setback temperature with Engineer). Outside air dampers shall remain closed during unoccupied, warm -up, and non - ventilation periods. AHU -A01, A02, A05 and A06 are all VAV (Variable Speed Drive) units. Relief fans EF -A01, A02, A03, A04 , A05 and A06 operate to maintain building static setpoint. These fans are all located in a common return /relief plenum. The VAV AHU's do not have heating coils, only DX cooling coils. The FIT's all have hot water heating coils. MINIMUM INFORMATION AT THE TERMINAL FOR ALL AHU'S: Calculated Set Point Mixed Air Temperature Discharge Temperature TU Box Set Points Output Status Low Limit T -stat Alarm Economizer Status -On /Off Duct Static setpt (w.c.) Damper Position • Building Static (RA)Set Point Fan Status (via flow sw) Occupied /Unoccupied Mode Time Schedules Holiday Schedules Override Timer Status Var. Speed Drive control pos. Override Timer Value Filter Status Equipment Failures Building Static (RA) (w.c.) 1. GENERAL: Each air handler shall operate via DDC controller. The occupied/ unoccupied signal shall be received from the central control system optimal start program for the scheduling zone for the VAV 4 GC1/1(1 'I �1 ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) terminal unit (FIT) controllers. Each FIT unit shall have a room sensor with a push button for after hours operation which when pressed will operate its respective zone in the occupied mode for 1 hour (adjustable 1 -10 hrs), When any FIT zones are placed in the occupied mode, the AHU and R/E fan serving that FIT zone shall operate. THIS FUNCTION SHOULD BE EASILY ENABLED OR DISABLED THROUGH THE COS. The after hours time and zone set points shall be set at the computer terminal. 2. OCCUPIED: On an optimized signal to change from the unoccupied to the occupied mode, the unit fan shall be turned on, the outside air and exhaust air dampers remain closed, return air damper open, and the heating valves (in the FIT boxes) modulate open to attain warm -up. Upon reaching the occupied start time the unit shall maintain a constant 55 °F discharge air temperature (adjustable), the unit shall be placed into a cooling mode or heating mode whichever is required to maintain DA set point. Upon being placed in the cooling mode the unit shall modulate the OA dampers toward the open position or remain at minimum if the OA temperature is above 65 °F. The Condensing units shall then be turned on if set point can not be maintained. In the heating mode the OA damper shall position to minimum and the heating valve shall modulate open to maintain the discharge air set point. These units all have terminal units downstream which shall require a constant discharge static pressure (initially set for 1.5" S.P., adjustable). This static pressure shall be maintained by the SA fans with the relief fans being staged on as required to maintain building static pressure setpoint ( -0,05 initial setpoint, adjustable). Whenever the unit is operating the static pressure shall be maintained by modulating adjustable speed drives in order to maintain set point two thirds of the way down to the main duct trunk, 3. UNOCCUPIED: During the unoccupied mode, the air handler shall be off. Zone fan powered TU boxes shall be utilized to maintain night setback temperature set points. 4. LOCAL CONTROLS (Independent of DDC controls) a. LOW LIMIT THERMOSTAT: A manual reset low limit thermostat down stream of the heating coil shall close the outside air damper, send an alarm to the DDC system, and turn off the fan if the temperature at its sensor drops below 40 °F. The reset button on the thermostat must be reset to restore unit operation. b. Duct smoke detectors through fire alarm system shuts down air handling units upon activation and alarms the DDC system. 5. FIRE ALARM: On a general signal from the fire alarm panel to the DDC system, the fan shall shut down and the outside air damper will close. Provide for shutdown of individual HVAC units from activation of duct smoke detector as described on note on drawing M1.1. C. FAN POWERED FIT UNITS a. GENERAL: Each FIT box shall be controlled by a DDC FIT controller which utilizes a DDC (Direct Digital Control) sequence. The occupied /unoccupied signal shall be received from the central control system optimal start program for the scheduling zone designated for �cnnn n ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) the FIT box. Each unit shall have a room sensor with a push button for after hours operation which when pressed shall operate its respective unit in the occupied mode for 1 hour (adjustable). The after hours time and room set points shall be set at the computer terminal. b. OCCUPIED: On an optimized signal to change from the unoccupied to the occupied mode, the FIT box damper shall be modulated toward closed as needed to provide a measured amount of air determined by the flow cross sensor and deviation from room set point. At minimum air flow the parallel fan shall be started to mix in room air. If set point can not be maintained, the heating valve shall be modulated as required to satisfy the room set point. On a call for cooling, the heating valve shall be modulated closed, the fan shall be turned off and the FIT box damper shall be opened to provide primary cooling air to satisfy the cooling set point. c. UNOCCUPIED: During the unoccupied mode, the fan shall be off and the FIT valve shall be closed. On drop of room temperature at the room sensor to the room night setback set point of 58 °F (adjustable), the heating valve shall be open and the fan shall be turned on. Once the room has warmed up above the night setback set point the heating valve shall be closed and the fan shall be turned off. C. OUTSIDE AIR TEMPERATURE SENSOR LOCATIONS Provide outside air temperature sensors behind each outside air louver or roof hood, in plenum. This is to provide accurate temperature indication of outside air actually being delivered to the unit(s). Each system graphic shall show appropriate outside air temperature. D. FAN CONTROL 1. Provide individual control for exhaust /supply fans from display screen. Operate only in occupied mode. Some fans are interlocked with other equipment as specified elsewhere in this section. 2. Provide scheduling and run time totalization of each fan. 3. Provide differential pressure switch at each fan (proof of flow). Provide alarm indication at CRT if fan fails to start when commanded. E. HEATING WATER SYSTEM The EMS shall enable operation of the two boilers. It shall monitor primary loop boiler pumps, the boiler 4 way control valves and secondary loop pumps. All actual control of these pumps, valves and secondary loop pumps shall be as specified in Section 15600, Para. 2.06. The EMS shall monitor the following points: B1 Boiler ON B1 Boiler FAIL B2 Boiler ON B2 Boiler FAIL PMP -A04 Primary Pump ON PMP -A04 Primary Pump FAIL PMP -A05 Primary Pump ON • rl�nn An ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) PMP -A05 Primary Pump FAIL Position of Boiler B -1 4 way valve Position of Boiler B -2 4 way valve Boiler pump PMP -A04 flow Boiler pump PMP -A05 flow Secondary Loop Flow Boiler B -1 return water temp (TS1) Boiler B -1 supply water temp (TS1 A) Boiler B -2 return water temp (TS2) Boiler B -2 supply water temp (TS2A) Primary Heating Water Supply and Return Temp Primary Loop Pump status (on /off) PMP -A01 Primary Loop Pump status (on /off) PMP -A02 Lead / Lag of secondary loop pumps System shall alarm if there is a call for heating and the secondary flow is not proved. EMS shall attempt to start lag secondary pump. Alarm shall continue for lead secondary pump. Provide boiler emergency shutoff switch (label as such) next to door inside boiler room. Provide all necessary wiring, conduit, relays, etc. to turn off boilers when switch is in off position. F. WATER HEATERS (WH -A01, WH -A02, WH -D01, PMP -A03, PMP -A06, PMP -A07, PMP -A08 AND PMP -D01. Provide individual control and operate only in occupied mode. Provide scheduling and run time totalization of each water heater. Provide separate on /off point for circulating pumps. Set all water heaters for 120 °F except WH -A01 shall be set for 140 F. Hot water circulating pumps shall run continuously during day (occupied) mode. G. LIGHTING CONTROL Provide scheduling of outside lighting, utilizing time schedules and photocell, with a means to override either one. Each exterior lighting circuit shall have its own schedule. Provide the photocell (120 V) and relay (and power to photocell), with the photocell being a digital input / output (addressable point) on the EMS, which can be turned off from the operator's terminal (e.g., let lights be "on" during the day for testing, etc.). Setup initial exterior lighting schedule for lights to come on at 5 AM and off at 11 PM, with photocell keeping off / turning off lights when there is sufficient ambient light level. The following exterior lighting circuits are controlled by the EMS (verify lighting circuit numbers and voltages): ROOM NO. CKT NO. DESCRIPTION Parking Lot See Electrical Drawings Entry Soffit (Bldg A) Soffit (Bldg B, C, & D) H. DISHWASHER EXHAUST FAN (EF -A14) ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) Interlock with wall switch. Provide pilot light to indicate operation at switch. Label with "Dishwasher Exhaust ".. DEMAND LIMITING 1. Four desired demand limits expressed as a percent of connected load shall be programmed into the EMS. The EMS shall continuously monitor the present energy consumption via the use of current transformers. A utility company- installed pulse type demand meter may be used. The KW per pulse shall be accumulated over the demand window time and compare to the preset limits. At least one limit setting shall be programmable to be reset automatically by the outside air temperature with the rate of reset adjustable. Provide all required devices and wiring. Provide capability for three separate electrical demand limit programs. 2. When the demand limit is met, Toads will be shed according to priority status. 3. Two type of Toads shall be available, progressive and cycle. A total of 7 priorities shall be available for each type of load. 4. A progressive load type is shed and left shed until all higher priority loads are restored. All sheddable progressive loads are shed before any cycle Toads are shed. 5. A cycle is a load that will be shed and later turned back on while another load is shed. The cycle ON and OFF times shall be programmable at the terminal. 6. The operator can assign any zone to any load shed program, and type of load and any available priority from the terminal. The computer shall not shed the assigned point if the environmental conditions to that point exceed the programmed high and low limits displayed at the terminal. 7. If a load is currently being controlled by the load shed program, it shall be noted on the display for each Toad. J. SINGLE PHASE PROTECTION The EMS shall monitor the three phase power to the building. If single phasing occurs, it will stop all connected three phase electrical equipment, sound alarm at CPU and wait two minutes after three phase power has been restored before automatically restarting equipment. All motor loads larger than 3/4 HP shall be sequentially restarted with 5 second delay between each start. K. MISCELLANEOUS 1. If any room temperature sensor drops below 45 °F at any time except as noted in "L" below, EMS shall annunciate with a critical alarm. L. UNIT HEATER (DRYING ROOM BLDG D): This unit has local thermostat control and on /off switch control and is not on the EMS. M. KITCHEN MAKE UP AIR UNIT (MUA -A01): Interlock unit start -stop with kitchen hood control panel. Provide heating via gas furnace as required by discharge air temperature sensor (unit shall maintain 65 F discharge temp (adjustable). Unit interlocked with hood t r,r ( AC ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) exhaust fan EF -A13. Provide fan status, outside air temp, discharge air temp and setpoint. N. FANS (see also paragraph D preceding) FAN REMARKS EF -A07 Operates with AHU -A07 EF -A08 Operates with AHU -A08 EF -A09 Time schedule EF -A10 Time Schedule EF-Al 1 Temp Sensor EF -Al2 Temp Sensor EF -A13 Kitchen Hood Switch - interlocked with MUA -A01 EF -A15 Temp Sensor EF -A16 Wal Switch EF -B01 Wal Switch EF -B02 Wal Switch EF -B03 Wal Switch EF -B04 Wal Switch EF -B05 Wal Switch EF -B06 Wal Switch EF -B07 Time Schedule EF -D01 Time Schedule EF -D02 Time Schedule EF -D03 Time Schedule EF -D04 Time Schedule EF -D05 Wall Switch CAF -A01 Interlock with Boiler controls and water heater WH -A01 controls with proof of flow switch CAF -D01 Interlock with WH -D01 controls with proof of flow switch O. FAN COIL UNITS Fan coil to be on during occupied period otherwise off. Modulate heating water control valve to effect heating as required by wall temperature sensor. Provide fan proof of flow, heating valve position and discharge air temperature, heating setpoint. O. OTHER UNITS Provide all features specified under AHU (VAV) for other systems except there is not VAV function. This includes MUA -A02, MUA -B01, AHU -A03, AHU -A04, AHU -A07, AHU -A08, AHU -B01, AHU -001, AHU -D01, AHU -d02, AHU -D03, Reheat coils, Room temp sensors operating with motorized dampers, motorized dampers operating with exhaust fans. 3.2 GENERAL INSTALLATION A. Install system and materials in accordance with manufacturer's instructions and rough -in drawings, and details on drawings. Install electrical work and use electrical products complying with requirements of applicable Division- hri.N in IQQA Rann_i ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15900 ENERGY MANAGEMENT SYSTEM (EMS) 16 sections of these specifications. Mount controllers at convenient locations and heights. 3.3 WIRING SYSTEM A. Install complete low and line voltage wiring system for electric- electronic temperature controls run in conduit in full conformance with requirements of the electrical section of these specifications. Conceal conduit, except in mechanical rooms and areas where other conduit and piping are exposed. Fasten flexible conductors bridging cabinets and doors, neatly along hinge side, and protect against abrasion. Tie and support conductors neatly within panels. EMS contractor shall provide conduit for all EMS work (conduit for controls is not by division 16000). 3.4 COLOR CODING A. Number -code or color -code conductors, excluding those used for local individual room controls, appropriately for future identification and servicing of control system. 3.5 FINAL ADJUSTMENT A. After completion of installation, adjust thermostats, control valves, motors and similar equipment provided as work of this section. 1. Final adjustment shall be performed by specially trained personnel in direct employ of manufacturer of primary temperature control system. Send letter to Architect at completion of the project stating all controls have been checked and are functioning properly. 2. See also requirements of Section 15015. Print Dale: March 10, 1994 END OF SECTION 15900 ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15090 SUPPORTS, ANCHORS, SEALS, VIBRATION AND SEISMIC CONTROL SECTION 15090 SUPPORTS, ANCHORS, SEALS, VIBRATION AND SEISMIC CONTROL PART 1 - GENERAL 1.1 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this section. 1.2 STANDARDS A. MSS STANDARD COMPLIANCE Comply with the following: 1. Provide pipe hangers and supports of which materials, design, and manufacture comply with MSS SP -58. 2. Select and apply pipe hangers and supports, complying with MSS SP -69. 3. Fabricate and install pipe hangers and supports complying with MSS SP -89. 4. Terminology used in this section is defined in MSS SP -90. 1.3 SUBMITTALS A. Submit catalog cuts, specifications, installation instructions, and dimensioned drawings for each type of support, anchor and seal. 1.4 GENERAL A. Except as otherwise indicated, provide factory fabricated pipe hangers and supports complying with MSS SP -58, of one of the following MSS types listed, selected by Installer to suit piping systems, in accordance with MSS SP -69 and manufacturer's published product information. Use only one type by one manufacturer for each piping service. Select size of hangers and supports to exactly fit around piping insulation with saddle or shield for insulated piping. Provide copper - plated hangers and supports for copper - piping systems. PART 2 - PRODUCTS 2.1 HORIZONTAL- PIPING HANGERS AND SUPPORTS A. ADJUSTABLE STEEL CLEVISES MSS Type 1. B. ALLOY STEEL PIPE CLAMPS MSS Type 2, C. STEEL PIPE CLAMPS MSS Type 4. D. PIPE HANGERS MSS Type 5. Print Date: March 10, 1994 15090 -1 ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 E. ADJUSTABLE BAND HANGERS MSS Type 9. F. SPLIT PIPE RINGS MSS Type 11. G. PIPE SLICES AND SLIDE PLATES MSS Type 35, including one of the following plate types: 1. Plate: Guided type. 2.2 HANGER -ROD ATTACHMENTS A. STEEL TURNBUCKLES MSS Type 13. B. STEEL CLEVISES MSS Type 14. 2.3 BUILDING ATTACHMENTS A. CONCRETE INSERTS MSS Type 18. B. TOP BEAM C- CLAMPS MSS Type 19. C. SIDE BEAM OR CHANNEL CLAMPS MSS Type 20. D. C- CLAMPS MSS Type 23. E. STEEL BRACKETS One of the following for indicated loading: 1. Light Duty: MSS Type 31. 2. Medium Duty: MSS Type 32. 3. Heavy Duty: MSS Type 33. F. SIDE BEAM BRACKETS MSS Type 34. 2.4 SADDLES AND SHIELDS SECTION 15090 SUPPORTS, ANCHORS, SEALS, VIBRATION AND SEISMIC CONTROL A. Provide saddles or shields under piping hangers and supports, factory- fabricated, for all insulated piping. Size saddles and shields for exact fit to mate with pipe insulation. 1. Protection Saddles: MSS Type 39; fill interior voids with segments of insulation matching adjoining insulation. 2. Protection Shields:: MSS Type 40; of length recommended by manufacturer to prevent crushing of insulation. Print Date: March 10, 1994 15090 -2 ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 SECTION 15090 SUPPORTS, ANCHORS, SEALS, VIBRATION AND SEISMIC CONTROL 3. Saddles and shields shall be constructed of minimum 24 gauge galvanized steel jacket. min. 4" in length secured to 6" length sections of calcium silicate with sodium silicate based adhesive. Mechanical Pipe Shields, Inc. (206 -454- 3474), or Division 15, Inc., (206- 762 - 8633). 2.5 FLASHING MATERIALS A. Furnish flashings for each penetration of mechanical systems through roof or waterproof membranes to installer responsible for installation of flashings, as specified in Division -7 sections. Installation; not work of this section. 1. Dektite pipe flashing, rubber (EPDM) "boot" with aluminum sealing ring. 2.6 HEAVY -DUTY STEEL TRAPEZES A. Fabricate from steel shapes selected for loads required; weld steel in accordance with AWS standards. 2.7 A. PIPE GUIDES Provide factory- fabricated guides, of cast semi -steel or heavy fabricated steel, consisting of a bolted two- section outer cylinder and base with a two- section guiding spider bolted tight to pipe. Size guide and spiders to clear pipe and insulation (if any), and cylinder. Provide guides of length recommended by manufacturer to allow indicated travel. 2.8 SEISMIC RESTRAINTS A. Seismic restraints shall be provided for all vibration isolated equipment, both supported and suspended. Also provide seismic restraints for all HVAC and plumbing equipment (including water heaters, water tanks, expansion tanks, boilers, etc.) Restraints (snubbers) shall be designed to allow 1/4" motion in any horizontal direction and with both up and down adjustments to limit vertical or rocking motion to 0.1 ". Each snubber shall accommodate 1g without distortion. For all suspended equipment provide high tensile strength steel cable seismic restraint system, Mason SCB /SRC (Seismic Cable Brace /Seismic Rod Clamp) assemblies, meeting design standards of SMACMA/PPIC 1991 Guidelines. B. All duct work and piping shall be provided with seismic restraints in accordance with Seismic Hazard Level (SHL) of the Seismic Restraint Manual: Guidelines for Mechanical Systems dated 1991, as published by the Sheet Metal and Air Conditioning Contractors National Association, Inc. and in accordance with State of Washington 1991 UBC. 2.9 SEALANT A. Provide Dow Corning FireStop Sealant to seal around all pipes and ducts passing through fire or smoke rated construction. Sealant shall meet UL requirements UL -108, 122, 123, 126, 127, 128, 129, 130, 132, 134 and 143. B. Provide 3M Fire Barrier Restricting Collar RC -1 sealing system with Fire Barrier Wrap /Strip FS 195 around plastic pipes and insulated pipes passing through fire or smoke rated construction. System shall be UL listed for such application. Domtar (UL listed sealing system) may be used as an alternate to the 3M system. Print Date: March 10, 1994 15090 -3 ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 PART 3 - EXECUTION 3.1 INSTALLATION SECTION 15090 SUPPORTS, ANCHORS, SEALS, VIBRATION AND SEISMIC CONTROL A. Install building attachments at required locations within concrete or on structure steel for proper piping support. Space attachments within maximum piping span length indicated in MSS SP -69. Install additional supports at concentrated loads, including valves, flanges, guides, strainers, expansion joints and at changes in direction of piping. B. Install hangers, supports, clamps and attachments to support piping properly from building structure; comply with MSS SP -69. Arrange for grouping of parallel runs of horizontal piping to be supported together on trapeze type hangers where possible. Install supports with maximum spacings complying with MSS SP69. Where piping of various sizes to be supported together by trapeze hangers, space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe. Do not use wire or perforated metal to support piping, and do not support piping from other piping. C. Install hangers and supports complete with necessary insert, bolts, rods, nuts, washers and other accessories. Except as otherwise indicated for exposed continuous pipe runs, install hangers and supports of same type and style as installed for adjacent similar piping. D. Prevent electrolysis in support of copper tubing by use of hangers and supports which are copper plated, or by other recognized industry methods. E. Install hangers and supports to allow controlled movement of piping systems and to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends and similar units. F. Install hangers and supports so that piping live and dead loading and stresses from movement will not be transmitted to connected equipment. G. Install hangers and supports to provide indicated pipe slopes, and so that maximum pipe deflections allowed by ANSI B31 are not exceeded. H. Comply with the following installation requirements for insulated piping: 1. Clamps: Attach clamps, including spacers (if any), to piping with clamps projecting through insulation; do not exceed pipe stresses allowed by ANSI B31. 2. Shields: Where low- compressive- strength insulation of vapor barriers are indicated on cold or chilled water piping, install coated protective shields. 3.2 STANDS /SEISMIC RESTRAINTS A. Provide structural steel stands to support equipment not floor mounted or hung from structure. Construct of structural steel members or steel pipe and fittings. Provide factory- fabricated tank saddles or tanks mounted on steel stands. Supports shall resist all seismic Toads required by Code, both lateral and vertical. B. Install seismic restraint cable systems per manufacturer's recommendations. Nat Date: March 10, 1994 15090 -4 ADDITIONS AND MODERNIZATIONS TO SHOWALTER MIDDLE SCHOOL 94476.00 3.3 SEALANT SECTION 15090 SUPPORTS, ANCHORS, SEALS, VIBRATION AND SEISMIC CONTROL A. Provide FireStop Sealant around all ducts and pipes passing through fire or smoke rated construction. Follow all manufacturer's installation instructions. B. Provide sealing system specified in Paragraph 2.9 on all plastic (PVC & CPVC) pipes and all insulated pipes passing through fire or smoke rated construction. Follow all manufacturer's installation instructions. 3.4 FLASHING A. Dektite pipe flashing shall be installed per manufacturer's recommendations for a watertight installation. END OF SECTION 15090 AUG -30 -95 WED 08 :10 HARGIS ENGINEERS August 30, 1995 Bassetti Architects 1011 Western Avenue Suitc 701 Seattle, WA 98104 Attention: Carlos Sierra FAX NO. 4484450 Regarding: Showalter Middle School 93 -013 A P. 02/03 I spoke this morning with Dave Larsen (City of Tukwila building inspector) regarding a correction notice he issued on ,Building C and D. The items we discussed are as follows: 1. Building C: the low air louvers on the north side are relief louvers. not outside air intake louvers. 2. Two of the AHU -D01, D02 and 1703 systems have 100% outside air. Dave questioned whether the energy code requires heat recovery. I said that section 1436 of the NREC only requires heat recovery on fan systems greater than 5000 CFM. The fan systems in question are only 3300 CFM each. Dave thought the code intent is the sum of the air volumes on the fan systems. 1 explained that it is not; each fan system is looked at separately. I shared that 1 am a certified NREC Special Plans Examiner Level 2, that I review mechanical plans for NREC code compliance and it is my belief that my interpretation of this code section is correct. Also, in building D, these three fan systems are existing; only the steam coils were replaced with hot watcr heating coils. 3 . Rooms 0111 and 0113 have only supply or exhaust grilles. There is a 3/4" door undercut at each of these rooms, which will allow adequate makeup / relief for the rooms. 4. The heating units FC; -001 and FC -0O2 at the vestibules between buildings C and D have not been installed yet. Dave asked if these would be installed this week or not. 1 did not know if these will be installed within that time frame. However, the heating portion should not make a difference as the City has agreed that these two buildings can go without supplemental heat for 3 week% in September until the boiler system is up and running. Dave's concern is that exit paths not be blocked while students are using the building. The contractor needs to comply with this by keeping the exit paths clear during building occupancy or doing the work during non - occupied hours. 600 Stewart Street, Suite 1800 • Seattle. WA 98101 • Tel: 206/448 -3376 • Fax: 206/448.4450 "fit' t 1Y: , �,.., i, J' {Glu Wi'.L "�,YkK:4tfI i.f':. A '1twRtxk G' �. �: a;L:...f�:a.�:,.�Y;ha�`�<<�.d�s e�� ...c',�'."�''"3'�it3,�#c��:�&� �". �X +S..t1S'K?:aX�1?::�L:d:'h�;C: , AUG -30 -95 WED 08:11 HARGIS ENGINEERS 4 FAX N0, 4484450 • P. 03/03 1 believe the above discussion answercd Dave Larseu's questions. Please call me if you have any questions. Regan Corwin cc: Davc Larscn, City of Tukwila F:\93013\93013A5.830 City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief August 22, 1995 Fire Department Review Control #M95 -0012 (512) Re: Showalter Middle School - 4628 South 144th Street Dear Sir: The attached set of building plansh1ave been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at 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 #1646) The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 2 -1.4) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1646) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1646) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 City of Tukwila Fire Department Page number 2 John W Rants, Mayor Thomas P. Keefe, Fire Chief commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) 1 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall he permanently affixed. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) .57.5-44.39 tw7.,ii1','Is!i�r��l;.t!e3is. ^, ' +' ` ;;n`olt L °a".'t:ti:7..°i'u:`:t 10'rF'R:':td'Lt H::.m»rYaau rau.nbt;+�.yr:ear x�rsaw�rt a� *fl'�+•a i+ra. news. +ar rrn+a, M..»..........., ._....,.. *AR 10V xen.».W.. 4,- City of Tukwila John W. Rants, Mayor Fire Department Page number 3 Yours truly, The Tukwila Fire Prevention Bureau. cc: T.F.D. file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington. 48188 •: Phone: (206)5754404 Fax (2.00 S7.5-4434 APR 13 '95 02 :17Pfl TUKWI DCD'PW DATE. CITY OF 'TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL gl t4 /' P.2 PROJECT NAME S ka. t' j Acf2-12e- SLQ ADDRESS 1-___I-AL S 4 /_Tu kwiL- (4&, 1 In 2 ) CONTACT PERS ON l-Bl f la S 21 ^0..- PHONE 3 4. • 99 04 ARCHITECT OR ENGINEER 5 6- s 5 �� r �� 3 PLAN CHECK/PERMIT NUMBER m °15 oo 1 . TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: r1\66- 1i RECEIVED CITY OF TUKWILA Ii G 1 1995 PPERMIT CENTER HE Ift&' I UN , INC. HARGIS Minutes of Meeting Re: Showalter Middle School 93 -013 A Location: City of Tukwila Building Dept. Date: June 12, 1995 Time: 10:00 AM Attendees: Bob Benedicto, City of Tukwila Dave Larsen, City of Tukwila Gary Goltz, Heery Program Management Carlos Sierra, Bassetti Architects Regan Corwin, Hargis Engineers, Inc. Discussion: LN RECEIN /ED JUN •199!;. 0EVELOPM 1. Fire damper requirements were discussed for the building A mechanical attic space. Sketches 1 and 2/2 dated 4/11/95 were discussed. These are attached to these meeting minutes. The following was agreed upon by all present: a. A one hour rated shaft will be left as shown on the drawings for ductwork from the mechanical attic space down to the first floor. Fire dampers may be located at the top of the shaft rather than at the bottom of the shaft (they are not required at both locations). It is understood that any one shaft will not have duct' that have openings on both first and second floors, and that the ducts do not have openings on both the first and second floors. (See sketch 1/2). b. Fire dampers are not required for ductwork from the mechanical attic space down to the second floor. (See sketch 1/2). The fire dampers now in these ducts will be deleted by Change Order. c. For ducts serving corridors, fire /smoke dampers will be provided at the corridor. Additional regular fire dampers are not required at the top of the shaft in the mechanical attic space. (See sketch 2/2). d. Fire dampers are not required in the outside air, relief or exhaust air roof openings, unless in close proximity to the property line (in accordance with UBC Table No. 5 -A). e. Fire dampers in the horizontal position have to be in a concrete floor; otherwise, fire dampers have to be installed in a vertical position. 2 . The labs (A216 and A217) on the second floor of building A will require a one hour occupancy separation between them. The prep /storage room A218 is considered part of lab A217; the wall between these two rooms is not required to be an occupancy separation. 600 Stewart Street, Suite 1800 • Seattle, WA 98101 • Tel: 206/448 -3376 • Fax: 206/448.4450 . 1 :3. i±... x.'.r.'driS re"xa5i�1'w�F ^a!54.'i»: "".4:i24S VtIVAIM 3 . Dave Larsen said the makeup air unit for the kitchen must be set up so that the minimum outside air for the grease exhaust system is interlocked with the grease exhaust fan. Regan will verify this. 4. Dave Larsen said the grease exhaust hood in the kitchen must have the shaft around the grease duct extend through the roof. Also, the top of the hood must have the shaft enclosure around it. Alternatively, the ceiling system could step up above the hood, thereby eliminating the shaft enclosure at the top of the hood. 5. Carlos Sierra will resubmit drawing A0.2 with the convect occupancy separations shown. This will include deleting thc occupancy separation shown at the east wall of the kitchen, 6. Dave Larsen asked where the supply ducts for toilet rooms B 103 come from. Regan Corwin will verify. 7. Dave Larsen asked that there be proper makeup air for the kiln room B1 10. Regan Corwin will verify. These minutes are to the best of my knowledge the items discussed. If any discrepancies are observed, please notify me in writing as soon as possible. Submitted by:, Regan Corwin cc: Attendees w/ attachments 1 c t x7rt r. x�'rt;'� rwat+,� -¢ Ja;�5d2; .,ufnr- 7r "�:`s(r,ty�pYG +USA „�,`�7�E:�xj�,�+ il5m"i{;•���'r','yl�.±,•,�;� °,. M43 Nukj Gtit/err HARGIS ENGINEERS, INC. MECHANICAL / ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206.448 -3376 PROJECT: s f COMPUTATION SHEE BY:R,Co1wiN DATE:01 /4s SHEET: /2 CHECKED: DATE: owa Ick - mcwi/ . _fa, .0 q_7-013 A of PAr 04%vs. .p-l-c. Opt■r/Itr ,op akc , 11 wi mcaobithcat fro F. ATn L 4 iH 2 Np Otis RA.4r.,4 9,4171 get_r” a IA CA N° FL.Ooiz. I" FLooti -fcI vi -- /Vo Jca /c bk- 4 F;k L1# 1f1C` 0h /�j , 014 ;4� PNc /QJu4 -c. (/4 -p4, G't'2- SSA t�� 2 • 43 4164 C J .0 +� vi . a, 2. No 411-e w,t.rfr,f 4f 7e40 ? 3. Ji rc. L&A 40(1. 4rlA CC1 /3 A (//64`'�0:,� Q Pc a 1 I I' )? pihe ]t-neT v k.4'N 4Il /'/ T 1 V .,ter .r... ....v. r. ... .., c _Co p.& -4-74^ 10‘ ,14,4 Nnka: c' //2 /qf HARGIS ENGINEERS, INC. MECHANICAL / ELECTRICAL CONSULTANTS SEATTLE, WASHINGTON 206-448-3376 _ COMPUTATION SHEET BY:R,Co() /N DATE: 4Of/41 SHEET: j /,Z CHECKED: DATE: 1 PROJECT: s 001 q-.7 -0/3 q -.,re ,1 — No ,rco /e. QGPJV7 1. 1. f‘4(71,"/ //r1w1,) '- ,`,0/..t hca lac ,.- ih9p o(147,fo4t -? %vh F' /i g ,',,,i px rt .;f V1,,x M.'4Vt...PTF.i:+.�:r.:.C.M a 4 i "w.u..,,°'•A:ittV=';C::u T"..vei2'x .i"s`ti G HEI s� >. rosy; ,,,zorzyravmet'wasinT *. rrto.M1'r TstliMitartMAMt `.' MII 1 HARGIS ��'�- INC. May 1, 1995 City of Tukwila Building Dept. 6300 Southcentcr Blvd. Suitc 100 Tukwila, WA 98188 Attn: Bob Benedicto Re: Showalter Middle School 93 -013 A As we discussed briefly on April 14th, there appears to be no requirement for fire dampers or shafts at the Building A attic space mechanical room. You are going to address this formally in a letter. 1 have shown fire dampers where required, and combination fire /smoke dampers for corridor situations. These are shown on the enclosed two sets of mechanical prints dated 5 -5 -95 (these include all addenda items). Since 1 had not heard from you on the fire damper issue by the time of the last addendum, I added fire dampers to all penetrations of the Building A attic space mechanical room by addendum. 1 plan on deleting the unnecessary dampers by change order pending receipt of your letter. I have also included two copies of the Energy Management System (EMS) specification Section 15900 and Supports, Anchors, Seals, Vibration and Seismic Control Section 15090. Paragraph 2.9 and 3.3 of section 15090 deal with scaling around ducts and pipes passing through fire or smoke rated construction. Please call me if you have any questions. Regan Corwin enclosures cc: Carlos Sierra, Bassetti Architects -114/ 4,4/."-weZ(-iceAyeei&d44,tale,,icAO ..71-elee,,&te‹e /Lei / %�/CoyezaJ RECEIVED CITY OF TUKWILA MAY 0 1 1995 PERMIT CENTER 600 Stewart Street, Suite 1800 • Seattle, WA 98101 • Tel: 206/448 -3376 • Fax: 206/448 -4450 WA.STE. - (E) - RAIOVE. EXISTING - GA.S EER , SHOWALTER MIDDLE SCHOOL MECHANICAL- DRAWING' LIST DRAWIN.G NO. TITLE MO.1 MECHANIC. SITE PLAN MO.2 DEMOLITION PLAN - BLDG A SOUTH MO.3 DEMOLITION PLAN - BLDG A SOUTH MO.4 DEMOLITION PLAN - BLDG A SOU. MO.5 • DEMOLITION PLAN - BOILER M0.6 DEMOLITION PLAN - BLDG A NORTH MO 7 DEMOLITION PLAN - BLDG A NORTH MO.8 DEMOLITION PLAN - BLDG A & M0.9 DEMOLMON PLAN -- BWG C & D M1.1 MECHANICAL LEGEND & NOTES M1.2 EQUIPMENT SCHEDULES 81.3 EQUIPMENT SCHEDULES M2.1 FIRST FLOOR PLAN BLDG A SOUTH & BUILDING B - PLBG & FP M2.2 FIRST FLOOR PLAN BLDG A NORTH & BLDG 'D - PLBG & FP M2.3 FIRST FLOOR PLAN BLDG C - PLBG & FP M2.4 SECOND FLOOR- PLAN BLDG A SOUTH PLBG & FP M2.5 SECOND FLOOR PLAN BLDG A NORTH - PLBG & FP M2.6 KITCHEN PLUMBING PLAN 82,7 BOILER ROOM- PLAN AND HEATING DIAGRAM M2.8 COMPOSITE FIRE PROTECTION PLANS M29 COMPOSITE FIRE PROTECTION PLANS M2.10 ALTERNATES - FLOOR PLANS M3.1 PLUMBING RISER DIAGRAMS M3.2 PLUMBING RISER DIAGRAMS _ • M4.1 FIRST FL OOR PLAN BLDG A SOUTH & BLDG - HVAC - M4.2 FIRST FLOOR PLAN BLDG A NORTH & BLDG D - HVAC / M4.3 FIRST FLOOR PLAN BLDG C - HVAC • ' M4.4 SECOND FLOOR PLAN BLDG A SOUTH - M4.5 SECOND FLOOR FILAN BLDG A NORTH - HVAC M4.6 ATTIC PLAN BLDG A - HVAC M4.7 ATTIC PLAN BLDG A - HV. • 84.8 ATTIC PLAN BLDG A - HVAC M4.9 , SECTIONS (ATTIC PLAN BLDG A) HVAC M4..10 ATTIC PLAN BLDG 8 - HVAC ATTIC PLAN BLDG G & D - HVAC • M4.12 ROOF PLAN - HVAC 8, poc --t_ _ _ 84.13 ROOF PLAN - HVAC & PLBG M4.14 ROOF PLAN - & PLBG , M5.1 MECHANICAL DETAILS MECHANICAL DETAILS _ - KEYNOTES: • <> PROVIDE RICWIL DIRECT BURY INSULATION SYSTEM FOR HVVS & R PIPING. <> HIGH PRESSURE GAS MAIN BY WNG. ROUTING SHOWN IS DIACRAMATIC. COORDINATE OTHER UTILITIES_ 'N/GAS MAIN LOCATION. <> NOTE THAT FIRE PROTECTION INSTALLER (DIV 15850) SHALL OVERSEE AND BE 'RESPONSIBLE FOR :INSTALLATION OF THE PIPING, PROVIDED BY THE SITE WORK INSTALLER. SEE WAG 212-80. SEPARATE maw REQUIRED FOOD MECHANION. ‘ELECTRICAL rit$Lummtaa 'OAS MIND CITY OF TUKWILA DUNDINO DIVISION CITY OF TUKWILA APPROVED AUG 2 2 1995 _ BUILDING DIVISION ,t!!--Lt_COPY • -,apd th.t, !Ion Cheelt approvols or, tottrtors aod ort. ,Pns andapproVatut • adopted . cede' , of, rOtirt-' 0 ate • • P1:ui Dttl Er 1XTOR -E F3XTt)�L€ - t:C-ion ' vIcs5nE n T i NE+4'nT 5 sat t<. ifs ! i 34 ?:v,e sun -..1 1011 Western Avenue,::`, Suite No 701. Seattle W9 n0131 04`,' F. 206/34n- 95197 P. 2U6;/.", W. -. .9500" �t ROBERT, FOSSAT11 'ASSOC. 801 Second hmmae,`Sulte'1000; Seattle; W'mhington'. 96104 r821-1803 F 621 -9710 StreMlurol Engineers HARGIS'ENGINEERS, INC 600 Stewart- Street, Sake .1800 Seethe, Washington 98101.,.: P 448 -3376 .F 448= 4450." Mechanical/Electrical Engingera;,' SvR DESIGN COMPANY .911 Western Avenue, •# 302 Swine Washington 888104 P 223-0326, F 225 -0125 Chil Engineers NAKANO , DENNIS 300 East P9e Street 5.986 0)6898t00 98122 P 292 -9392 F 292 -9460 ns Landscape Mc9Oeote • GEOR12GE 28 BUNDY and ASSOQ, , NE R081)0. 8114 Seattle, -Wa8n non` 98105 P 525-9690. SPyta,�2 -. THE GREENBUSCH GROUP;, 919,t0.71st 5eatt16: Wd.Mn4tan '98115 `i P 524-0593 F 524- 0830• • Ico4Oeal Engineae.y; " , C3 MANAGEMENT GROUP 25'.Central Way. 004, d, Wnspingtan ,9t) P 828 -2468 F 828 -2, ... Costt' Eatimotore, ,w °Pe4„ws,e 3 7 �4zJ- - r 5CH OUt 0 1:.A0 1 44-T0R, CONNECTioc:s SUPPLY �' 4Z7=Ter RC: 2 .FT. 51zr= Rtse".: _.rte 51..E is Ut DA[i'0C�i 'rfT:oL_5 4.'15 It"... VIATIONS' 5 = 5T2n+4n PIPE 5S' S,.q1+ ilq,c.. thPE.. - He t Hasa we LdaTet- see �En bi H.EwSioeia -fnP Yw Ye Teo \J.JCVRne --�- Ecc ='. Esc Ee TR c Rneu CES. se,E q ‘141.STe e,pes yet, ?Ts_ 4en W41Ee: .cigcu,.gr PLANS FOR A C,2ADE_ SCHOOL BLDG. AT r-O S PO° SCHOOL DIST. " 144 COUNTY, WASH. WILLIAM MALLIS ` 330 LYON BLDG. SEATTLE. WA=_HINGTON itv TO2,Y SHEET No i MAP 0)4 N IT` SHEETS OA1E n -y tan. J0830:: .-'984 NOTE: THIS DRAWINGS&,F.OR INFORMATION ONLY. NO WARRANTY IS MADE FOIE We 1517i7. y ONIETLON. FOR BUILAIITG A, ALL'EXISTING PGJMBING A'NE) )IVAC 1 T0-BE'PEMOL LSHED, EJNI:ESS NOTED . :OTt ERW1 ciSE. •ALSO SEE>=1$BESTOS ABATEMENT DOCUMENTS FOR •INFORMATIONRELA'EED'TO,REMOVAL OF PORTIONSOF THE'. SCN.E 0 S -.T 5R TESrzEa bots_`crc..R.n : err v ZF S. SC1400L 12 o o P,Pe. To- oFJe sTiSUnnot. sP.aTa j4 46,..N Jct., , F, +Tatar. rn Rn✓.fo -4 -W.E o R� N ...raft"... @sve� E § K. esnox saps aC..,, 2 E to..TU of p�Fr er ELL_ E is 40 i Irzsev ,s PLANS FOR A Ca BADE_ SCHOOL BLDG. AT ff05T5J. \BASH `'" SCHOOL DIST... 144 N ;GI CT. COUNTY, WASH. WELT ha. 21441., Of 4 vEE S . '„,,E, WILLIAM MALL IS scr 530 LYON BLDG. SEAT, t' WAS,HI`:r;TON ..,,ET No YA., 14360;,. NOTE: This DRAWING IS FOR INFORMATION ONLY. NO WARRANTY.. 15 Mg7]E •-FOR "AS -BBLT" CONDITION. FOIE BI7ILDING.A; `ALL EXISRTNG PLUMBING AND IOY: AC I.S 5000 - DEMOLISREO 1i UNLESS NOTED OTHERWISE..AISO SEE ASBESTOS ABATEMEN,NT 000010100015 FOR INFORMATIONRELAI'ED TO REMOVAL OF PORTIONS Ott, 1305 _i SXISI'IlVG;,WORK. -` ;A" Ie C H I T I C 1011 Western .Avenue Suite. '00. 701. Seattle,: Wa 98104• F. 206/340 -9519 P. 206/340 -9500 ROBERT 005001TI ASSOC.:': 801 Second Panne, Suite. 1000:;': Seattle, Washington -98104' P 821 -1103 F 62179740 Stioetaral Engineer, HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800. Seattle, Washington 98101 P 448 -3376 F 448 -4450 Meahaniml /Eleetnrnt..Englee ee;' SvR DESIGN COMPANY 911 W%tem Avenue; 4 302 Seaga, Washington, 98104 223 - 0326.E 225- 0125. CIvil Engineers' NAIONO DENNIS 300-East ' Pike-Street" .: Seethe, WeeMnatoo',98122.: P 292-9392 ' 292-9392 ,F 292- 9460 Landeosper956489te GEORGE BUNDY and:ASSOGa }' 1028 NE Ravenna 'Blvd Seattle,' Washington 98105: P 523 -9690 F.523- 9892.,: Faa4 Sat*. . THE GREENBUSCH'GROUP, 919 NE 7181;'- Seattle, Washington 98115 'P 524 -0593 0 524.0830 kaudkal Engi aer C3 MANAGEMENT' 5605P:` 25 Central Way:: Kirkland,, Washington '98033 '. P 528 -2468 0 828 - 7768.,,' • MODBl&A1SlN ADD ADCIIIO�I SHOIALTEF MIDDLE SCHOOL ^, 4628 South 144th _Street Tukwila, Waehinyton.98168,.- APPROVED FOR THE OWNER. PLAN w, BLDG A ...'SCNE S -ttOiW X[{ =4 I R ({ 10 VC.1N biS :ai1TP2LL.: LitSISIR'er i I00 A It C M. 1 T1 C 1011 Western Avenue,: Suite- No. ..701'' Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 - 9500'. ROBERT FOSSATTI ASSOC. 801 Second Avenue Suite 10001. Seattle, Washington- 98104.''' P 621 -1803 0 ' 621 -9740 Stn^tural Engmeels HARGIS ENGINEERS, INC 600 Stewart Street, Suite. 1800 Seattle, Washington. 98101.', P 448 -3376 F 448-4450 Mechanical /Electrical Engineers SvR DESIGN COMPANY 911 Weslem Avenue, 1`302' Seattle, Washington 98104'. P 223 -0326 F 225 - 0125' Civil Engineers NAKANO DENNIS 300 East Film Street Seattle, Washington 98122 P 292 -9392 F 292 -9460' Landscape Architects ,. •;:; y_. GEORGE 8UNDY and ASSOC,I 1028 NE Ravenna Blvd Seattle, Washington' 98108 P 523 -9890 F 523-9892 Food Service THE GREENBUSCH GROUP', 919 NE 710 Seattle, Washington - 98115'^ P 524-0593 1 "5240630 Acoustical Engineers C3 MANAGEMENT',GROU, 25 Central Way Kirkland Waehinglan 99035"x, P' 828 -2468 1 ' 82872799 Cost Estimate's t';.. /^ CCEttTR:c.. REauc, SHONALTE MIDDLE SCHOOL:' _: TY P: CAL ICE. ? HOD .or_ TA oN 4 3R1iCiGE t1, -,Qt .. A4-At c[- PLANS:FOR 5HEE1 t +o. A c 2ADL 3ncp' SCHOOL BLDG. 4 AT SNEEIS. • r O 5 I P T. " SCHOOL DEIS NO 144 9 -37 Ki N CT COUNTY. WASH. WILLIAM MALLIS AFC H I 1•'CC' 330 LYON BLDG. SEATILe. WA>HINGTON •. _, 4626 South 144th Street Tukwila, Washington 98168 APPROWED FOR THE OWNER JOB NO: 99474.. ISSUE DATE : e /4/05 DRAWN BY CHECKED BY L.B..::,. NOTE. THRS.DRAWING,IS FOR INFORMATION ONLY. ISO WARRANTY -WORT.OR AS-- :13*7" :CONDITIOM FOR BUIiDING A, ALL EXISTING P,1- U8I MNG:ASVO f-1v,44 S TO BE •DEMOLLSIHEO. 4TNLFSS NOTED -t OI ERWJSE.;�:ALSO SEE :ASBESTOSABAT,E04ENT;DOCGMENTS • FOR -_'1NRiRMA1ION •REL -71 ED: TO REMOVAL OF PORTIONS OF THE 'E7QST1NQ WORK " f1t•\ x/11 ITI/1\ VGIVIVLI 1 R JI PLAN BLDG A n, PFMC;E EXIST 1NCmERATe, 4 Pkav NEW STEE: SA',E UNO ESL EXIST. f",■1-E0. • fR v:OE -`NEw HART FORD 0 1a, Eye LiZ IN �,-. L.IN ES ST� A LVE OTNER- CONNECTIONS FO P_ EX1 ST.-i ^� PRO ,LER REIOGATE EXIST. .ELE SAN Et.S fSgG K..OF FLOOR PLANT UPPER- AREA 'YI.NLES S 0.= 71-101 Ur15f '..NO1 EO FLOOR PLAN ALTERNATE NQ ATE N.,- 1 ' =R.OLt GE .S1M11.-A O.N N EC. TIONS . AS aNDICATEr7 G :.E}-'T USE SHE X75T iN;G GATE O Niy THE CHAS N'.'aPEIgTEL`; NDT '.RAS" -7 'OPERATED. HOT WATER TANK CONNECTIONS - GIAGRA MMATIC yCON WA Fon- is ON THtiti BOIL ROOM A t C 91 1 T 1'C'�' 1011 .Western Avenue Suite No. 701'. " -. Seattle,' Wa 98104 206/340-9519 ROBERT FOSSATT1 ASSOC 801 Second Avenue, Suite 1000 Seattle;. 6994.glon 98100 P 621 -1803 T 621 -9740' ShoMurd Engeoae;' HARGIS ENGINEERS, .INC' 600 Stewart Street, Suits 1800•:';. Seattle, 48,6490.0 98101' P 448 -3376 F 48- 4450:''; Nechanical/E6ctric9 07616.8.: , 7 SyRr DESIGN COMPANY 'r r 911 western Avenue, '9'302, Seattle, Washington 98104 P' 223-0326 225;0125 y CNN Engine. NAKANO DENNIS .300 East, Pike Street Seattle, Washington 98122 • P 292 -9392 F 292 -9480. Landscape Mlkeeb ". GEORGE BUNDY and'ASSOC.t .1028 NE Ravenna•Bhd Seattle, Washington 98105 P 523 -9690 F •523 -9692 THE GREENBUSCN,GROUP 919 .8E 71st Seattle, Washington '98110,1 'P 524-0593 F 52C-0830 , 6.944.19 C3 MANAGEMENT, GROUP 25089199 Ways KIrW98M, 86819911, 98033 P 828 -2468 F 8242788 Cost Fi8ng6u6f;: SHWAL MI 'SCHOOL. Tukwila, South S1r6e4 ngton 98168 ; APPROVED -904 THE 08860 nFur8I rnr9 pew r} e PLAN BOILER CITY OF AUG '1. _ a — • �G •u -:jC ai•vin . ARCNITICTII 1011 Western Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 -9500 lJ01G'f - ROBERT FOSSATTI ASSOC. 801 Second hanue, Suite 1000. Seattle. Waehington 98104 P 621 -1803 F 621 -9740 5tnMural Engines HARGIS ENGINEERS, INC! :F 600 Stewart Street, Suite 1800 s:, Seattle, Wwhiigton 98101' • P 448 -3376 F 448-4450 Mechanical/Electrical Engineer.... SvR DESIGN COMPANY '',,, 911 Western Avenue, 1 302 Seattle, Washing. 98104 P 223- 225-0125 NAKANO. DENNIS 300 East Pike Street Seattle, Washing. 98122 P 292 -9392 F 292 -9460 Landscape Architect. GEORGE BUNDY and ASS0C'. 1028 NE Ravenna Blvd Seattle, Washington 88105 P 523 -9690 .F 523 -9692 Food Service THE GREENBUSCH GROUP 919 NE 710 Seattle, Washington 98115 P 524 -0593 F 524 -0630 • Acoustical Engineers C3 MANAGEMENT GROUP, 25 Central Way. KMdand, Wahimga. 98033 P 828 -2468. F 828 -2788 C. ••.'EX= .�UlT.�.?E< F. °. NAV NOTE: THIS DRAWING IS FOR INFORMATION ONLY,. NO WARRANTY 19 MADETOR "AS- BUTLTI',.CONDITION.'FOR BUILDING A. ALL EXISTING PLUMBING AND I-IVAC IS TO. BE DEMOLISHED„ UNLESS NOTED OTHERWISH. ALSO .'SEE ASBESTOS• ABATEMENT DOCUMENTS FOR INFO,RMATIONRELATED TO REMOVAL OF' PORTIONS'' OF THE EXISTING WORK. _ - Pr, .... ......_. . SHOW? se M 41328 South 144 Tukwila, Washington W13168:, APPROVED FOR 11E OWNER..: ,. 808 NO 99475 ✓ ISSUE 011E a /e)ae e' • 11,,4 7:`,.1"5" 'f /I r • .0 J...r.y r. PLANS FOR TO- • SC RUOL AT F4„ SC HOO ■ I T. a • ' :it, I Ct JNTY. WASH ;!' LiAti MALL1S `r LY DEMOLITION, - PLAN BLDG. A 1011 Western Avenue Suite No. 701 Seattle, Wu 98104 F. 206/340 -9519 P. 206/340-9500 ROBERT FDSSATTI ASSOC. 801 Second Arse, Suite 1000 P 821 -1803 T 62199140 40 Stnruaat Engines . HARGIS ENGINEERS; INC 800 Stewart SMd, Sub 1806:..` Seeltle. 98101-, P 448 -3376 F 448 -4480 Iled(akdiEleoldN Engineers SvR DESIGN COMPANY 911 Nitlem M. %:302 - Seattle, Washington 98104 P 223 -0326 F 225 - 0125' .: Cw9 D4nese NAKANO DENNIS 300 Ent Pio Street Seethe. Woldesfon 96122 P 292- -9392 F 292 -94 b...'uP. Weeds GEORGE BUNDY, and ASSOC' 1028 NE Ravenna N d SeaNk. Wadiglal 981066 P 523-9690 _ F 523 -9992 TOTE T-IIS DR W1NG IS FOR 1NFORMAt QN ONLY. NO WARRANTY yq;)r3ApR OR 'AS -BUILT COND).TION. FOR. 81.211121.0G A, ALL EXISTING pLUb B1 ; AND 13VAC.IS TO BE DEMOLISPWO UNI,FSS NOTED bi:F1ERH`:¢E. ALSO SEX "ASBESTOS ABATEMENT DOOR' N1S FOR- -00.6.44T,1024 RELATE TO REMOVAL OF= PORTIONS 06 .THE ACITVRECEIVED` R TUt< u O1 'PERMIT CENTS -6,8., • - L •61,60.6 27 2,14 .0,1 /2/3 /6 0 /a/to 17:3- =OF- - 3666 66, 3666,666, *A: _ V,"4",„- :,•• .2, _ 346, 6,.0 02 ENO 0A- 66,6/6.1 - F2i±IL:J H - to/a _ Vat t 6/3 DO 1 .3500 j IJ id r3- • 6,4,1o/ .5.60o- LOOM_ • SOUNOZ/NED, 1 j-,S6,1116, • H00614 WITH 0 -111,16N-Aliel-SE 2,0 116 -,01/./1700C-,61 611,4 rear,. DEA11_0155 1,200 cta,-,rseaF4a17 MAIN FLOOR PLAN MEW ADDITION . J• fc, s-ac4E= E5_1 ,ONT12111 C0/16PRESSJIR • , _ - ,66111616,-71, 1 6,61144197 ZOR (2ggf 4ftlZt74° = trlY.■C;:3;;-,G MEZZA/VJNE NEW 4001T St 4I • :1. ' ,76e, 3. ,}66,35 TO /7,00,, , n - 1N-LINE F., FAN E-1,106FME f/ 775 , s 3,22 or, aPt- ECHANICAL ROOM PLA - rusts* 'NULL& PA BOILER ROOM PLAN NEW ADDITION SCI1660 AD7f6r :.;,:4"7-T0:71-fll'.:: = , - •-• - 54 541 C:JJ, A PLEN.,61 • V ) - .46.0,111RE1,,n_ri_e1A/ A - SMITH & ASSOCIATS • & R C fr 1 ' T - E .0 -: 17,-., S - - - ... _ _ .. . ..,. . - SEATTLE • -• • - ,.- ,-., 1 WASSEiliATelye .., •_ . .. - „,-,- ra OCO 455--6--- F/PST FLOOR PLAN moDERN/ZATION PLAN H HI NOTE: THIS DRAWING /S FOR INFORMATION ONLY. NO WARRANTY IS MADE FOR 'AS-131.1/LT" CONDTTION. FOR BITILDING A, ALL EXISTING PLUMBING AND HVAC IS TO BE DEMOLISHED, t1NLESS NOTED OTHERWISE. ALSO SEE ASBESTOS ABATEMENT DOCUMENTTS FOR INFORA4ATION RELATED TO REMOVAL OF PORTIONS OF THE ,EXLSTTNG WORK. NO-rE: TIRs DRAWING IS FOR INFORMATION 15151ADE-FOR ..A-S-EDET. CONDITION FOR °NLY NO WARRAN1Y .„0,,,s_GPLM413,,,,,,__,_IIND AND HVAC IS TO ITLIZGL B'P As. NO ----^-umaesgs____ ALSO STE AS13ESIDS ABA D' oRnms OF TO OVAL ..AOCIETNs 06. p_FOR ,..-NtuRmATION RELATED REm OF TETE EXIST/TVG WORK. --, .0:15 VC Suite No. 701 Seattle, Wa 98104 F. 206/340-9519 P. 206/340-9500 801 Second Avenue, Suite 1000 • • ROBERT FOSSATTI ASSOC. • Seattle, Washington 98104 P 621-1803 F 621-9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stew. Street, Suite 1800 S.t1e, Washington 98101 P 448-3376 F 448-4450 • Mechanical/Beath. Engineers SvR v, ,..DELIGNAvenC.OMP#ANY 911 302 Seattle, Washington 98104 P 2231326Eng6 ..225-0125 NAKANO DENNIS P IT'S 7342 72 961,":114Zg Landscape Architects GEORGE BUNDY ond ASSOC. 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523-9690 F 523-9692 F. Service THE GREENBUSCH GROUP 919 NE 71st 0.04. Ws6liegtrul 98155 P 524-0593 F 524-0630 Acoustical Engine. C3 MANAGEMENT GROUP 25 Central Way • Kiddand. Ykishington 914133 P 828-2468 F 828-2788 C. Estimators Al MCml1D SFIO mIDDLEVIALTER., 4628 Sooth I a , Wash I 44th Street T 98168 APPROWD FOR THE OWNER JOB NO 11816 DATE.. DRAM BY 0660682 61; L8 I DATE 99475 DEMO.,,L-1171k-JILY PLAN BLDG. A AND :AM 1 4 1995 , 1 ■ i3EEZe a r,'Va+r}4 N f : ,COla. '1 M. cat �t7aAN nar✓A:�. . �,St. : TARN" 3r" .-.t _` =o: =E 570RAL -t 1,47PD 57-0,5A C.; ', . ,svr,f -SLr. ac ; £Da -944 AarA CpOH7,NUA7 /04 rG NdA17 t7,,,,,▪ cN ,.SCE L0' ,LAN 1 EH..., q (STY,) • 545 MCr6R -I $ 4-__1_a .Y£wl'D.s. i eY {, -pl /..ote yco -3-6.45 (I a.F ,E 3ES711t Y •. cuaauq prTE HY.NfLH. JR .-? R ;9ER riELDrV 5 G . g5r. _ 7,ENG, r8• 1 ,. EY GEN C.DAz.4. AT£ VA. CuE�K ✓4 f _ s' tl / GDbAY i�_j.: 2•A ,NOS '4`.Y �. -?"�.- �' 'tc-_ f re.4m . ddG'J G I D s% \ S'T f TVCOND 15 t, :n..` 2`.D \u .lv.T ✓4N . ..Silo ..✓: ELiv 1f7H J P i \ /y-- TRENCH' -r. ,p- TR 1 - ; --:-- 2 . AJY G :r • - : T- 3f rtia Fri e'tD 'ri�L f Q. OA 4•srr.1 I : I ' — ;- ' 4,51,„.4. 1 /Lftud v 1 £ is i! 1----,... 1i it .a esDE .rn,, f ' is :, r FPPE —- - F h L fO. � t 2 4 L ece g 6^3- e 2N ' C n'eJ •XfLN�f1 N TD UfS NeF'PGJo :KwaYdffiv 6 . " 11 � 7 , TGADP -i.- U ife4,S.. Oe 4O, '.iD N <• Nf6H 1 net , ;'Y PlN O TEM i. .,4 IV J , I LEG._ NbnE+q nR4fN Halt. epa.s. 44ALEYa flD' aA7eq rj Ii EL OA/ qr;q /f$ YG u.e. -b4'NGN- <REE ?C - HARD 4YOR444P'..- - 4" 5gxt. AHV �.Ur coat/ cD-04Y .e4ra 1 did EDA BEE 1<scaLe PcAN ecj?"-- u ra4 LR. P4. PUMP RET tN � -cKere 4eir EK AR6D " 2 L42 I'' -1 1111 II 1/ tl�� : y4' Si1MYp 1 N d L: r1 }.D Ik f,, 2 Y -Dort 711— �1 - .__a.._ —e i.9 tr /•d' FfC = rJ'. Y'YCN L 3�YT(i , ,n ..z- __,.. _ t_� ,De. Lav4'fGTCR •Amt � fLOO�� � •: • SgHl Aiaf3Ea �_a r COI ✓ G7 - 1 1 .45A 7142 1420 fD- $r'6.44, C1f 1, NP 7D ;e 6Aa ! s7.eN6JnIt = SYOUCxt RYP� 50 -21¢ n= 7}— - -__ —_ • - -- -- ',4L9 -5. sr /4,4,2. CON7RAC7OA CDNNECT 70 ROOF DR4iAl.. RD PROVIDED DV GEN. CON7, £TYPICAL) L L ryE ATCA hELOai A/{A.ad °E.9E SyAi HY G.C. k-a u' " "SAD { PrrE NECK. SSE DYJG- A -1 5 C A L_ FiOTE 3 . • -- y_'i'ROYIIJk A '(a3'7- �JILYE - 'TRAA'LR. -: AH£AA. nF ALL. F :f, -T STE JJI ]7GAP3. $.: 3'ERIAY PIPE RUMS iYrTN DUCTWORK RE c sr. -'Lta=Necrt "-Y{A VE 6 Slat!` OVERLAP .� FL(!SN HTp. ,'ACCESS DOOR.9 TD ' 1G f µFNUdL .. �_ -LON7ft OL •4-d4i.AAiCpp(G `, irALVE $. ,/•-••- _ NOTE: THIS DRAWING IS FOR INFORMATION ONLY, NO WARRANTY IS MADE FOR "AS- BUILT' CONDITION. FOR BUILDING C AND D, PORTIONS OF THE EXISTING PLUMBING AND HVAC IS TO BE DEMOLISHED, AS NOTED IN THESE DOCUMENTS. ALSO SEE ASBESTOS ABATEMENT DOCUMENTS FOR INFORMATION RELATED TO REMOVAL OF PORTIONS OF THE EXISTING WORK. A R C H I T I C T I 1011 %stem Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suite 1000 Seattle, Washington 96104 P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle, Washington 98101 P 448 -3376 F 448 -4450 Mechani4/Electricol Engineers SvR DESIGN COMPANY 911 Western Avenue, • 302 Seattle, Washington 98104 P 223 -0326 F 225 -0125 004 Engineers NAKANO DENNIS 300 East Phe Street Seattle, Washington 98122 P 292 -9392 F 292 -9480 landscape Archhects GEORGE BUNDY and ASSOC. 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Service THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524-0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25. Central Way Kirkland, %ehlgton 98033 P 828 -2468 F 828 -2788 Coat Estimators REASONS DATE KEY PORN MODEREMION AIDADg110N TO SHOWALTER MIDDLE SCHOOL. 4828 South 144th Street Tukwila, Washington 98168 APPROVED FOR THE OWNER DATE JOB NO : 99475 656E DAB , ' 5/5/95 DRANK BY : R.C. CHECKED BY : L8. DEMOLITION PLAN BLDG. C AND D CITY OF ECEIVED TUHWILA AUG 1 11 1995 PERMIT CENTER M0.9 8TH GRADE 09) 64549417464 MilidEkr - , - 11IIDJC114 TERMINAL (FM_ ei3X SCHEDULE - AH UAW r - ;.::; &ROOM pil - ,.'" istn- . 028 ,€88C ,.f .- 1 to, WTH , - ENN • UN %i0.) - SP St.- NENE MOIR E_ 06 > ii..aZia:2-aisiss8 i ictemakim/mummost.aua 950 . 6 WIN 71.12 20 MEI MEM OKIMMIIIMIES111 = Fgr,,.-..,111,i ,- • 2- ..*-51,20-08- -''' - iinniAiMiiiMiiiiain Citfil0. 560/0 6 NM 26 16 20 " .__?. _75 . vy 1.iff,,Ia=E:11111NEE -.:EEINNIZIE.MINIIER1111111110111112DrAERIEZZWINZIEMIEMIIIIIMIEHIMIMENMEME11111KM arik,-Mgamom -'.3Ei001115111E11111111111MIMINICEEINIIIESEVWZZEI 480/0.6 MIK ' •040 20 = ECM 90031 INIFE2111111111111111111W 1.,1----INIIMIKKE.--TERNMINIME:11/111 13.08 1•11311./E10232.11011111100111•1111EMIIIECEINEAMEMISIIIIIIIIIMI • 465`i.0,ll -P, 4'01 , r, 1 -'. -4",..= .84,044, 1111,11i 29133 MOM MEM CEMai 1400/0 6 1101.110EMMIKEIMILEIMEMBEAMIUMENS la IZZOINEM#1., .I. 4.-"lilminnlEillEMINE1111311111111301110EEFEW 70 0.5 WEIIIIiiillIMMIEMMIIIMICKIIIMEMBINIMMIERM 11•1111111111=IMINIIIIMillIMIIIIIIIII111111111=111111111111111111111 102'5 33413 33,40 iNDUCTION TERMINAL FIT : BOX SCHEDULE - AHU A02 lirl-owim79111111ilIMIZAIIINIUMISIUMINtauvrin- 1:11%1111ar .camE rifsw-26.5 IMEEIIIIIIIIIICE111111111211CUMIR sm -ow& CR . 5 _ 1EMPMAWER 1.91-2E-08 1:411 'MADE CR - PalPMASTa7 WM-2E-08 1160 0.13 11" 013 IIEEMEMEll 11111211111•10111:2- "CRAM CR 5 1*139,2E-M13 11511111aMIIIMMIIIECIIIItaurizzie '675 5. IIIME1112243111NMIEMIEMIIIEIMMIKIIIIIIIIMMIIIII 120 wpm. crirs4 .401 • ) oua- M cows w 59 20 Rea liAlilligallIMMEN 590 0.6 _ ,1350 38.59 20 36.54, 38.59-, 20 3,86 29- 3_85 0.75 0,75 120 120 704GRADE- cfe, 711T GRAZE CR 1191,2E-08 - 111,3N-26-08 1355 • 1450 0.10 0.19 -104 .1-7/277 0.17/277 -675/0.6 725/0.6 u • 4.15 4.41 47.42 20 1.00 1.00 151350 94,19. 33.4 • 120 ..... ,. . FAN INDUCTION TERMINAL (FIT) BOX SCHEDULE ,-, AHUA05 ,J16 4`-464 SERvED -- k . u68_ 84, PANY AB 84.61 SITE run. 9E4995 Rum. , .- , FAN UNE S. -477614126., SO' CR --- C.-. 7,-'33EMRMAS=Ir""a,-2E-05. - - 1160 0.19 10. 0.17/277 580/0.6 34 37.93 20 379 0.75 120 - 4n1,11,103 . 50888609 ,-;:, '1EMRMASIER,.-HP3W--2E-08 _ . , - 1000 0.19 104 . 0.17/277 580/0.6 34 32.70 20 3.27 0.75 120 ,831'.'-A131 - TEMMASM8-}818W-2E-08 .._1090 0.19 . .10, 0.17/277 700/0.6-- 34 35.64 - 20 3.56 1.00 1-20 '11066024 26816 6064986- - ' ,-3EMP949701 14FIEN142/1 -20 - - i 2700 0.26 16.- _ 0.50/277 1350/0.6 34 88.29 20 . 8.83 1.00 120 FIVf7,2. IT 618. GRADE CWT.- ...! -104PUASTER-4131V-2E-08 - . two 0.19' - 113,_ , 0.17/277 650/0.6 FIT--'4212 6TH GRADE .OR - •"-IF-UPP■ASTER 1183W-2E1-08 1 '4300- - 0.19 19i ' 0.17/277 650/0.6 34 42-51 20 4.25 ; - 1.00 120 -606-00131. '60)1.88)496 OR- 3 -,== H939-2E-043 ' - 1300 0.19 UN - '. D.17/277 650/0.6 34 42.51 - 20 -- 4125 -1700 - -120- 057.-.',6202 CORR' ' ''''". , -, , ,..liriNe-20-06 . $011 0.00 8 , 0.17/277 470/0.6 34 26.16 , 20, 2.62 0.75'1-1 120 ' , - Fi1'49900:5 YSTR-CRADE•CR, 4-.. TEMP/A86MR 8iFI1116--08 ' .. _ - . 1300 , 0.19 - 104 .,, 0.17/277 812/0:6- 35 42.51 - 20 -, , 0525 1 -OM, . 120 T499' 3194 01ZADE CR - IFJ4PMASIER HFBW-2E-08. ., - , 1260 0.19. 104 - - 0.17/277 640/0.6- -,35 41.20 , 20 . "12 '6915. 120 i : - - 74. - - , , 4 - . . - 13210 - ' 43197 , - 4320 _ - , . ... - , --, FAN. •INDUCTION TERMINAL "(riT)- IBQX SCHEDULE - 8004, -99188 38.6.1k AIMS. WO, HEAONG 1164 1 or rim HERONS 06)5 EIRE wearr 9)990 4998 8* 611 3.---ovAL) FAN craps. DUCT- Y. WATER TEMP Gm 8949481 (Las) )44,1.958 MOP F 690'C) 3400'A20S1Ti 6044GR48E CR 1994681ASTER 1ili3W-2E:=08 - 1300 0.19 0,17/277. 650/094 34 42.51 20 4.25 ..1:00 120 F66-9906 '6016 GRADE_ CR 7-53, 113498j9S4E909FERY-08 _ 1500 0.19 ":104 0.17/277 650/0.6 34 42.51 20 4.25 1.00 120 -83205..-., 638 GRADE CR - 7436'1108T596 1111314-25-08 0.19 106 4817/277 550/0.6 20 5.07 1.00 320 -COMPUTER LAB ' :ThIPM851ER 19)R1V-381-20 0-26 16. 0.50/277 1200/0.6 34 '78.48 20 7$5 7 • 1.25 120 0.75 1-20 0:75 100 0.75 120 1335 .100 0,75 100 0_75 120 0.50 100 120 0.75 120 nt4k117, E=19947; --.- IDPMA1R196,,M=06 :EfA1, . ' 7EMPMASTER N0IL-1-28,114 - W115f, ADMIN -0FRCE 1EMPMASTER,-109598:20,06' =AR- OFF/CONr_ 89)998+28.-04 14E61_18 IEMPMASTE32,1501V-7E^08-- '40498136 PRINCIPAL 7EMPMASTER7I399W-'246-04 - FM-6707 WAIT/RE8116 ..,-6/11,41.0185 LOW, , - • • 740 570 690 _ 510 11313, " , 390, 0.68 10. 0.17/277 0.04 -7 0.1 7 0,04 6 0.04 -6 0.13 - 50.1, - 0 ; 5- 0.10/277 0.17 277 360/0.6 285/06 345 0.6 33 24.20 20 2,4z- 35 1864 _ 20 6..86 35 22_56 26 2,25 25- 1.77 20 157 20 3.70 20 1.28 0.16' 277 270/0.6 33 17.65 0.90/277 255/0.6 33 16.68 0.17/277 565/106 34 36.95 . 0.10/277 185/0.6 34 12.75 , -850 -e •.17/277 425/486 33 - 2786 34 26.16 20 2.62- ZOO 4808 8 0.17/277 470/0.6 2.78 0.75 • , ,REAFARKs -. 1277(i 417.58 %, 41.76 =7.. --2:.-fg-- ' 41FDERODN'.45PliOrtfitHODULE -ow, . FDalfit'inEIMRIPTION1-,,, , =.:1 'WASTE, --• -1 C361-4 H.W. ',REMARKS EalliafilliiiiiIIIMESIMEMINIIIIIIII IIZIVWAIMIIIIIEISIIIIIBMIIIEINICIIIIIIMIMMIIMIIII IZIIIEIIZMIMMMEIUIOOPIEEMIIIIEPIIHIIMIIIIIIMIMIIIII rararN:, Wo4OPSIDEMill* pta- thrcHor.,4„4,, „,--.:..,:: .,., 914' .-:-A,.:,,,, ,-1/14 417 :._ :(1),,TEMPERP, fatAUNG- ''; ' .:.1 1/2' 1 .4/27 127 -47 '11.... IAVATC4i0,-,IVALI, NG - T 1/7 1 - 3 j /2, ./z- P-5 CLASSROW_ J: ,,:lp." 1-1 : /90 P-6 - opygii.E. - - . g,- -14, -1/ ,-. 7/90 , , .., ,F-7 *Ryret irli -.: IA-4r ::.X, .-:---: ' Eractrammusiiimmatzirrastapammiam. FIEIIMIMIIPMillZtlNtgr411111111111111111111111• IZEIL-1":-.i.'llitiolIgtilltr 1121EMMIZIONIMICIIIIIVEREI 1( - 12115=13MaillirilMOVIRIS P-13 miazzinamovaiminivinfr W INLET 46 OUTLET CIII" 1111301.11ful v- ' 13-.15 pgarl,.. 118WER 2" 3/4 3/4' EXISTING _:16 tit ). .W,-.R 2" 3/„C 3/4" 50)51190 0 .., P-„1-7 84098E131 (PREFAB) I 1/2" 3/4' 3/4- .,,P-18 SCIENCE SINK 1 172" 1 1/2" 1/2" 1/2' ?-18 DISHWkSHER 1 1/2" 1 1/2" 1/2 . P-20 SCIENCE SINK 1 2" 1/2" 1/2" -1/2"1 P-21 It EiRMATOR WITH : 1/2' - ,46,22 ,1/4,NEVIRALIZAT1-ON 4:rolliJ C -,.., __ _ P-'23 D R-IPTAIN -1 _1 /2" 1 1 /2" 1/2' - .6-24 WASHEI3 BOX 7 1 1/2" 1/2" 1/ I,, .1,,,.......,.....,..../....,....,Th,.....1,,, 11-25 TEM4080NG VALVE - '- 1" -1 1 (BRTOKTOVI(41074E9HAWT% .: , _ , CONr INC UNIT SCHEDULE .., T--•' - _ . .-4 ,589,4. R CRD TOT DENPRESSOR 4564400 7 - - ,ENIT PE4 LEW TYPE C441:11 -A01 1. TIRANE 111.; A C -213 239 20.1 0.9/1 8 22.2 480/3 SCROLL 17264, 44804, 60965, 17ERL-10.8 cuT02 9880_492. - t F-..3.)_...- ...t 230 . 20_10 0.9/1.8 22.2 480/3 SCROLL_ 1726/,. 44MCA, 60989, EEO =10.8 919...4613 *lU-3 T.P,AF_ 375-1 105 . 15HP 2/0.5HP 15.5 480/3 SCROLL 712#, 329CA, 45969, EER=9.0 010-1974 - ,6440 'MAW 41980-30 t 374 31.20 0.9 2.7 34.2 480[3 SCROLL 19421, 65 MCA, 90 NES, EER=10.9 '017,415 :10,105 . 1R4.Z af.,-313 374 31.20 0.9 2.7 34.2 4F307- SCROLL 1942#, 65 MCA, 90 RFS, EER =10.9 410,9496 Al-r :4-406 374 31.20 O.° 2.7 34.2 480/3 SCROLL 155/, 65 MCA. 90 RFS, 8E1=10.9 4238-99 -- - '-.497 "TRINE 174 -053 so - 5.60 7.3 144 480/3 RECIP 254#, 14 MCA, 206F5, 884 -8.9 Cil-998 Atiu-Ass TRANE 11-4-050 50 5.60 0.3 144 480/3 RECIP 254/, 14 MCA, 20985, 81,8.9 00, AP99---.901 .15,48E R50C-30 374 31.20 0.9/2.7 34.2 480/3 SCROLL 1942, 4 65 MCA, 90 NES, 1780 =10.9 -MISCELLANEOUS EQUIPMENT i SCHEDULE .„ - - • • . .. 86:1401 F FAMITY R RNHAAA/0- 2 2.631 MBH INPUT, 2104 FABH OUTPUT, 80% AF6E M.S. RRED, 1HP, 4800/3PH BO-ADS E ENTIRE FACILITY 2 2,630 9984 DPW", 2102 , 3 3 7. E .1/81440,4PUE, 2104 MBH OUTPUT, 80% AFUE As-NyL, , , 8- • ,C, LOOP 4 48US1RONG/40S-06 4 6T-401 H HYDRONIC LOOP A ARNSTRON0/800-L 2 211 GALLON TANK VOL_ PROVtDE AS A PART 04 10-15 PUMP PACKAGE 06-902 - 8 8096500- 9888 M MOROI. S6-5 9 998T498E FOR DOMESTIC HOT WATER ET-A03 1 - I IiOIIESIIC WTR A AMTP.OL ST-5 s son-AsL, 108 90985515 HAT WATSR 4.-- ,.----,,---------------,-----,-----',,,''r--'," ,,,,...--,---",,,,..- , 914-A01 1 U UNIT 0498 L LOCIINVA.R/P690750 698 : 7 750 Lt. INPUT, 660 998 OUTPUT, 88% AFUE GAS FIRED, 144 1204/10. PROVIDE WITH 318 GAL VERTICAL ASME RATED TANK, 18 8_, - • q 91581 JACKET. TANK SHALL BE MOUNTED WITH WATER HEATER ON SKID. MAX SKID SI2E IS 7' LONG x 4' WIDE. 1 988 -809 , a a CE ROOMS 4 40 SM. 098-10 1 WH -901 _ B BLDG u A AERCO KC 1900 1 1000 MBH INPUT, 930 MEIN OUTPUT 10220 3_00 1200 7.5/10 so , , • 0 00910600 , 59.8/57.5 OMP -A01 B BLEW 8/8 0 040 SPRINKLE., .88 1 1.5 HP ALLOWED, 4800/3PHASE. INFORM ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACTER1STICS. COMP'-909 1 1 A - 0 0101 96 904,4858 AR 1 1.5 HP Aii_OVIED, 480V/36565E: INFORM ELECTRICAL CONTRACTOR OF ACTUAL NOTOR CHARACTERISTICS. 0096,-001 4 4809 C 9 996 SFIWNKLER AIR 1 1.5- HP ALLOWED, 480V/3689SE INFORN ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACIE8J621U. iNDUCTION TERMINAL FIT : BOX SCHEDULE - AHU A02 lirl-owim79111111ilIMIZAIIINIUMISIUMINtauvrin- 1:11%1111ar .camE rifsw-26.5 IMEEIIIIIIIIIICE111111111211CUMIR sm -ow& CR . 5 _ 1EMPMAWER 1.91-2E-08 1:411 'MADE CR - PalPMASTa7 WM-2E-08 1160 0.13 11" 013 IIEEMEMEll 11111211111•10111:2- "CRAM CR 5 1*139,2E-M13 11511111aMIIIMMIIIECIIIItaurizzie '675 5. IIIME1112243111NMIEMIEMIIIEIMMIKIIIIIIIIMMIIIII 120 wpm. crirs4 .401 • ) oua- M cows w 59 20 Rea liAlilligallIMMEN 590 0.6 _ ,1350 38.59 20 36.54, 38.59-, 20 3,86 29- 3_85 0.75 0,75 120 120 704GRADE- cfe, 711T GRAZE CR 1191,2E-08 - 111,3N-26-08 1355 • 1450 0.10 0.19 -104 .1-7/277 0.17/277 -675/0.6 725/0.6 u • 4.15 4.41 47.42 20 1.00 1.00 151350 94,19. 33.4 • 120 ..... ,. . FAN INDUCTION TERMINAL (FIT) BOX SCHEDULE ,-, AHUA05 ,J16 4`-464 SERvED -- k . u68_ 84, PANY AB 84.61 SITE run. 9E4995 Rum. , .- , FAN UNE S. -477614126., SO' CR --- C.-. 7,-'33EMRMAS=Ir""a,-2E-05. - - 1160 0.19 10. 0.17/277 580/0.6 34 37.93 20 379 0.75 120 - 4n1,11,103 . 50888609 ,-;:, '1EMRMASIER,.-HP3W--2E-08 _ . , - 1000 0.19 104 . 0.17/277 580/0.6 34 32.70 20 3.27 0.75 120 ,831'.'-A131 - TEMMASM8-}818W-2E-08 .._1090 0.19 . .10, 0.17/277 700/0.6-- 34 35.64 - 20 3.56 1.00 1-20 '11066024 26816 6064986- - ' ,-3EMP949701 14FIEN142/1 -20 - - i 2700 0.26 16.- _ 0.50/277 1350/0.6 34 88.29 20 . 8.83 1.00 120 FIVf7,2. IT 618. GRADE CWT.- ...! -104PUASTER-4131V-2E-08 - . two 0.19' - 113,_ , 0.17/277 650/0.6 FIT--'4212 6TH GRADE .OR - •"-IF-UPP■ASTER 1183W-2E1-08 1 '4300- - 0.19 19i ' 0.17/277 650/0.6 34 42-51 20 4.25 ; - 1.00 120 -606-00131. '60)1.88)496 OR- 3 -,== H939-2E-043 ' - 1300 0.19 UN - '. D.17/277 650/0.6 34 42.51 - 20 -- 4125 -1700 - -120- 057.-.',6202 CORR' ' ''''". , -, , ,..liriNe-20-06 . $011 0.00 8 , 0.17/277 470/0.6 34 26.16 , 20, 2.62 0.75'1-1 120 ' , - Fi1'49900:5 YSTR-CRADE•CR, 4-.. TEMP/A86MR 8iFI1116--08 ' .. _ - . 1300 , 0.19 - 104 .,, 0.17/277 812/0:6- 35 42.51 - 20 -, , 0525 1 -OM, . 120 T499' 3194 01ZADE CR - IFJ4PMASIER HFBW-2E-08. ., - , 1260 0.19. 104 - - 0.17/277 640/0.6- -,35 41.20 , 20 . "12 '6915. 120 i : - - 74. - - , , 4 - . . - 13210 - ' 43197 , - 4320 _ - , . ... - , --, FAN. •INDUCTION TERMINAL "(riT)- IBQX SCHEDULE - 8004, -99188 38.6.1k AIMS. WO, HEAONG 1164 1 or rim HERONS 06)5 EIRE wearr 9)990 4998 8* 611 3.---ovAL) FAN craps. DUCT- Y. WATER TEMP Gm 8949481 (Las) )44,1.958 MOP F 690'C) 3400'A20S1Ti 6044GR48E CR 1994681ASTER 1ili3W-2E:=08 - 1300 0.19 0,17/277. 650/094 34 42.51 20 4.25 ..1:00 120 F66-9906 '6016 GRADE_ CR 7-53, 113498j9S4E909FERY-08 _ 1500 0.19 ":104 0.17/277 650/0.6 34 42.51 20 4.25 1.00 120 -83205..-., 638 GRADE CR - 7436'1108T596 1111314-25-08 0.19 106 4817/277 550/0.6 20 5.07 1.00 320 -COMPUTER LAB ' :ThIPM851ER 19)R1V-381-20 0-26 16. 0.50/277 1200/0.6 34 '78.48 20 7$5 7 • 1.25 120 0.75 1-20 0:75 100 0.75 120 1335 .100 0,75 100 0_75 120 0.50 100 120 0.75 120 nt4k117, E=19947; --.- IDPMA1R196,,M=06 :EfA1, . ' 7EMPMASTER N0IL-1-28,114 - W115f, ADMIN -0FRCE 1EMPMASTER,-109598:20,06' =AR- OFF/CONr_ 89)998+28.-04 14E61_18 IEMPMASTE32,1501V-7E^08-- '40498136 PRINCIPAL 7EMPMASTER7I399W-'246-04 - FM-6707 WAIT/RE8116 ..,-6/11,41.0185 LOW, , - • • 740 570 690 _ 510 11313, " , 390, 0.68 10. 0.17/277 0.04 -7 0.1 7 0,04 6 0.04 -6 0.13 - 50.1, - 0 ; 5- 0.10/277 0.17 277 360/0.6 285/06 345 0.6 33 24.20 20 2,4z- 35 1864 _ 20 6..86 35 22_56 26 2,25 25- 1.77 20 157 20 3.70 20 1.28 0.16' 277 270/0.6 33 17.65 0.90/277 255/0.6 33 16.68 0.17/277 565/106 34 36.95 . 0.10/277 185/0.6 34 12.75 , -850 -e •.17/277 425/486 33 - 2786 34 26.16 20 2.62- ZOO 4808 8 0.17/277 470/0.6 2.78 0.75 • , ,REAFARKs -. 1277(i 417.58 %, 41.76 =7.. --2:.-fg-- ' 41FDERODN'.45PliOrtfitHODULE -ow, . FDalfit'inEIMRIPTION1-,,, , =.:1 'WASTE, --• -1 C361-4 H.W. ',REMARKS EalliafilliiiiiIIIMESIMEMINIIIIIIII IIZIVWAIMIIIIIEISIIIIIBMIIIEINICIIIIIIMIMMIIMIIII IZIIIEIIZMIMMMEIUIOOPIEEMIIIIEPIIHIIMIIIIIIMIMIIIII rararN:, Wo4OPSIDEMill* pta- thrcHor.,4„4,, „,--.:..,:: .,., 914' .-:-A,.:,,,, ,-1/14 417 :._ :(1),,TEMPERP, fatAUNG- ''; ' .:.1 1/2' 1 .4/27 127 -47 '11.... IAVATC4i0,-,IVALI, NG - T 1/7 1 - 3 j /2, ./z- P-5 CLASSROW_ J: ,,:lp." 1-1 : /90 P-6 - opygii.E. - - . g,- -14, -1/ ,-. 7/90 , , .., ,F-7 *Ryret irli -.: IA-4r ::.X, .-:---: ' Eractrammusiiimmatzirrastapammiam. FIEIIMIMIIPMillZtlNtgr411111111111111111111111• IZEIL-1":-.i.'llitiolIgtilltr 1121EMMIZIONIMICIIIIIVEREI 1( - 12115=13MaillirilMOVIRIS P-13 miazzinamovaiminivinfr W INLET 46 OUTLET CIII" 1111301.11ful v- ' 13-.15 pgarl,.. 118WER 2" 3/4 3/4' EXISTING _:16 tit ). .W,-.R 2" 3/„C 3/4" 50)51190 0 .., P-„1-7 84098E131 (PREFAB) I 1/2" 3/4' 3/4- .,,P-18 SCIENCE SINK 1 172" 1 1/2" 1/2" 1/2' ?-18 DISHWkSHER 1 1/2" 1 1/2" 1/2 . P-20 SCIENCE SINK 1 2" 1/2" 1/2" -1/2"1 P-21 It EiRMATOR WITH : 1/2' - ,46,22 ,1/4,NEVIRALIZAT1-ON 4:rolliJ C -,.., __ _ P-'23 D R-IPTAIN -1 _1 /2" 1 1 /2" 1/2' - .6-24 WASHEI3 BOX 7 1 1/2" 1/2" 1/ I,, .1,,,.......,.....,..../....,....,Th,.....1,,, 11-25 TEM4080NG VALVE - '- 1" -1 1 (BRTOKTOVI(41074E9HAWT% .: , _ , CONr INC UNIT SCHEDULE .., T--•' - _ . .-4 ,589,4. R CRD TOT DENPRESSOR 4564400 7 - - ,ENIT PE4 LEW TYPE C441:11 -A01 1. TIRANE 111.; A C -213 239 20.1 0.9/1 8 22.2 480/3 SCROLL 17264, 44804, 60965, 17ERL-10.8 cuT02 9880_492. - t F-..3.)_...- ...t 230 . 20_10 0.9/1.8 22.2 480/3 SCROLL_ 1726/,. 44MCA, 60989, EEO =10.8 919...4613 *lU-3 T.P,AF_ 375-1 105 . 15HP 2/0.5HP 15.5 480/3 SCROLL 712#, 329CA, 45969, EER=9.0 010-1974 - ,6440 'MAW 41980-30 t 374 31.20 0.9 2.7 34.2 480[3 SCROLL 19421, 65 MCA, 90 NES, EER=10.9 '017,415 :10,105 . 1R4.Z af.,-313 374 31.20 0.9 2.7 34.2 4F307- SCROLL 1942#, 65 MCA, 90 RFS, EER =10.9 410,9496 Al-r :4-406 374 31.20 O.° 2.7 34.2 480/3 SCROLL 155/, 65 MCA. 90 RFS, 8E1=10.9 4238-99 -- - '-.497 "TRINE 174 -053 so - 5.60 7.3 144 480/3 RECIP 254#, 14 MCA, 206F5, 884 -8.9 Cil-998 Atiu-Ass TRANE 11-4-050 50 5.60 0.3 144 480/3 RECIP 254/, 14 MCA, 20985, 81,8.9 00, AP99---.901 .15,48E R50C-30 374 31.20 0.9/2.7 34.2 480/3 SCROLL 1942, 4 65 MCA, 90 NES, 1780 =10.9 -MISCELLANEOUS EQUIPMENT i SCHEDULE .„ - - • • . .. 86:1401 F FAMITY R RNHAAA/0- 2 2.631 MBH INPUT, 2104 FABH OUTPUT, 80% AF6E M.S. RRED, 1HP, 4800/3PH BO-ADS E ENTIRE FACILITY 2 2,630 9984 DPW", 2102 , 3 3 7. E .1/81440,4PUE, 2104 MBH OUTPUT, 80% AFUE As-NyL, , , 8- • ,C, LOOP 4 48US1RONG/40S-06 4 6T-401 H HYDRONIC LOOP A ARNSTRON0/800-L 2 211 GALLON TANK VOL_ PROVtDE AS A PART 04 10-15 PUMP PACKAGE 06-902 - 8 8096500- 9888 M MOROI. S6-5 9 998T498E FOR DOMESTIC HOT WATER ET-A03 1 - I IiOIIESIIC WTR A AMTP.OL ST-5 s son-AsL, 108 90985515 HAT WATSR 4.-- ,.----,,---------------,-----,-----',,,''r--'," ,,,,...--,---",,,,..- , 914-A01 1 U UNIT 0498 L LOCIINVA.R/P690750 698 : 7 750 Lt. INPUT, 660 998 OUTPUT, 88% AFUE GAS FIRED, 144 1204/10. PROVIDE WITH 318 GAL VERTICAL ASME RATED TANK, 18 8_, - • q 91581 JACKET. TANK SHALL BE MOUNTED WITH WATER HEATER ON SKID. MAX SKID SI2E IS 7' LONG x 4' WIDE. 1 988 -809 , a a CE ROOMS 4 40 SM. 098-10 1 WH -901 _ B BLDG u A AERCO KC 1900 1 1000 MBH INPUT, 930 MEIN OUTPUT 10220 3_00 1200 7.5/10 so , , • 0 00910600 , 59.8/57.5 OMP -A01 B BLEW 8/8 0 040 SPRINKLE., .88 1 1.5 HP ALLOWED, 4800/3PHASE. INFORM ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACTER1STICS. COMP'-909 1 1 A - 0 0101 96 904,4858 AR 1 1.5 HP Aii_OVIED, 480V/36565E: INFORM ELECTRICAL CONTRACTOR OF ACTUAL NOTOR CHARACTERISTICS. 0096,-001 4 4809 C 9 996 SFIWNKLER AIR 1 1.5- HP ALLOWED, 480V/3689SE INFORN ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACIE8J621U. 0.2570_25 RATE SPACING:* 11.5 DELTA PRESSURE. DROP. 2488 51 94 SUPPLY AIRFLOW, 2400 EXHAUST PJRFLOW, 420 LBS. )------ 09 -3 Z 185 225 Z-DUCT 79953242 0 0.2570.25 RATE SPACING; 0,5. DELTAUPRESSURE DROP, 2600 CFM SUPPLY AIRFLOW, 2400 EXHAUST AIRFLOW, 420 LBS.,„. 0.30/375 0.06 430 N/A 22.5 N/A 0.45 „.....,....._ ....-... M 2214 DX CC: TYPE UF, 4 ROW FIC, TYPE WC 1 ROW /1131.1-604 COMMONS 'MANE CC25P 12000 2.00 971 6.3/7-5 460 3 374 390 78/65 55 55/55 85 0.50/492 0.13 605 N/A 39 N/A 0.13 2 4530 DX CC, TYPE IJF, 4 ROW HC: TYPE WC 1 ROW AHU,005 SOUTHWEST CC25P VAV 14170 . '3.00 0227 12.5/15 480/3 374 0 78/65 45 57.6/56.4 45 0.59/581 N/A N 9 3183 ,Dt.,,C,C. TYPE UF, 4 ROW 494 -406 . SOUTHEAST 11 CC25P VAV 13670 3.00 1227 12.5/15 480/3 374 0 78/65 45 57.1/56.1 45 0.56/561 N/A N/A 3183 A . CC, IYPE UT 4 ROW vAv , .174 408 -407 . SCIENCE TRANE CC6B 2400 251. 1570 1.5/2 4430/3 60 96 78/65 45 59/58 85 0.35/342 N/A 9.6 N/A 0.4 1.25 1119.00 CC: TYPE UF, 4 ROW HC, TYPE WC 1 ROW 01-)U-408 . SCISNCE T . TRANE 6846 26061 2.54 1587 1.62/2 480/3 60 104 78/65 45 78/65 35 59.5/57.6 85 58/57 59.6 0.38/444 0.22/594 0.6/541 0.20 541 N/A 10.4 N/A 41 0.5 01/5 0.4 1.25 2 1119.00 EXIST. DX CC, TYPE 08. 4 ROW HC: TYPE WC, 1 ROW DX CC, 4 ROW, 84448 NEW HC: TYPE WC, 1 ROW 944 -801 ONIT 13 EXISTING NEW MOTOR 1, 5170 - -- 15 480/3 374 410 A#15-001 UN C NI DOSTING f958)347 05-2228, NEW MOT 7 '15 208/3 691.2 45 85 0.2 500 N/A 69.1 N/A 1 3 NO COCUNG NEW HC, TYPE WC, 2 ROW HU-001 UNIT 0 EXISTING - 0409106 NEW MOTOR 3480 /3 480/3 121.8 45 80 0.2 500 N/A 12.2 84/6 1 1.25 NO COOLING NEW FIC- TYPE WC 1 ROW '" ° ecsiltac- PROVIDE EVI 9019111 3280 ) 3 480/3 114.8 45 80 FAN. •INDUCTION TERMINAL "(riT)- IBQX SCHEDULE - 8004, -99188 38.6.1k AIMS. WO, HEAONG 1164 1 or rim HERONS 06)5 EIRE wearr 9)990 4998 8* 611 3.---ovAL) FAN craps. DUCT- Y. WATER TEMP Gm 8949481 (Las) )44,1.958 MOP F 690'C) 3400'A20S1Ti 6044GR48E CR 1994681ASTER 1ili3W-2E:=08 - 1300 0.19 0,17/277. 650/094 34 42.51 20 4.25 ..1:00 120 F66-9906 '6016 GRADE_ CR 7-53, 113498j9S4E909FERY-08 _ 1500 0.19 ":104 0.17/277 650/0.6 34 42.51 20 4.25 1.00 120 -83205..-., 638 GRADE CR - 7436'1108T596 1111314-25-08 0.19 106 4817/277 550/0.6 20 5.07 1.00 320 -COMPUTER LAB ' :ThIPM851ER 19)R1V-381-20 0-26 16. 0.50/277 1200/0.6 34 '78.48 20 7$5 7 • 1.25 120 0.75 1-20 0:75 100 0.75 120 1335 .100 0,75 100 0_75 120 0.50 100 120 0.75 120 nt4k117, E=19947; --.- IDPMA1R196,,M=06 :EfA1, . ' 7EMPMASTER N0IL-1-28,114 - W115f, ADMIN -0FRCE 1EMPMASTER,-109598:20,06' =AR- OFF/CONr_ 89)998+28.-04 14E61_18 IEMPMASTE32,1501V-7E^08-- '40498136 PRINCIPAL 7EMPMASTER7I399W-'246-04 - FM-6707 WAIT/RE8116 ..,-6/11,41.0185 LOW, , - • • 740 570 690 _ 510 11313, " , 390, 0.68 10. 0.17/277 0.04 -7 0.1 7 0,04 6 0.04 -6 0.13 - 50.1, - 0 ; 5- 0.10/277 0.17 277 360/0.6 285/06 345 0.6 33 24.20 20 2,4z- 35 1864 _ 20 6..86 35 22_56 26 2,25 25- 1.77 20 157 20 3.70 20 1.28 0.16' 277 270/0.6 33 17.65 0.90/277 255/0.6 33 16.68 0.17/277 565/106 34 36.95 . 0.10/277 185/0.6 34 12.75 , -850 -e •.17/277 425/486 33 - 2786 34 26.16 20 2.62- ZOO 4808 8 0.17/277 470/0.6 2.78 0.75 • , ,REAFARKs -. 1277(i 417.58 %, 41.76 =7.. --2:.-fg-- ' 41FDERODN'.45PliOrtfitHODULE -ow, . FDalfit'inEIMRIPTION1-,,, , =.:1 'WASTE, --• -1 C361-4 H.W. ',REMARKS EalliafilliiiiiIIIMESIMEMINIIIIIIII IIZIVWAIMIIIIIEISIIIIIBMIIIEINICIIIIIIMIMMIIMIIII IZIIIEIIZMIMMMEIUIOOPIEEMIIIIEPIIHIIMIIIIIIMIMIIIII rararN:, Wo4OPSIDEMill* pta- thrcHor.,4„4,, „,--.:..,:: .,., 914' .-:-A,.:,,,, ,-1/14 417 :._ :(1),,TEMPERP, fatAUNG- ''; ' .:.1 1/2' 1 .4/27 127 -47 '11.... IAVATC4i0,-,IVALI, NG - T 1/7 1 - 3 j /2, ./z- P-5 CLASSROW_ J: ,,:lp." 1-1 : /90 P-6 - opygii.E. - - . g,- -14, -1/ ,-. 7/90 , , .., ,F-7 *Ryret irli -.: IA-4r ::.X, .-:---: ' Eractrammusiiimmatzirrastapammiam. FIEIIMIMIIPMillZtlNtgr411111111111111111111111• IZEIL-1":-.i.'llitiolIgtilltr 1121EMMIZIONIMICIIIIIVEREI 1( - 12115=13MaillirilMOVIRIS P-13 miazzinamovaiminivinfr W INLET 46 OUTLET CIII" 1111301.11ful v- ' 13-.15 pgarl,.. 118WER 2" 3/4 3/4' EXISTING _:16 tit ). .W,-.R 2" 3/„C 3/4" 50)51190 0 .., P-„1-7 84098E131 (PREFAB) I 1/2" 3/4' 3/4- .,,P-18 SCIENCE SINK 1 172" 1 1/2" 1/2" 1/2' ?-18 DISHWkSHER 1 1/2" 1 1/2" 1/2 . P-20 SCIENCE SINK 1 2" 1/2" 1/2" -1/2"1 P-21 It EiRMATOR WITH : 1/2' - ,46,22 ,1/4,NEVIRALIZAT1-ON 4:rolliJ C -,.., __ _ P-'23 D R-IPTAIN -1 _1 /2" 1 1 /2" 1/2' - .6-24 WASHEI3 BOX 7 1 1/2" 1/2" 1/ I,, .1,,,.......,.....,..../....,....,Th,.....1,,, 11-25 TEM4080NG VALVE - '- 1" -1 1 (BRTOKTOVI(41074E9HAWT% .: , _ , CONr INC UNIT SCHEDULE .., T--•' - _ . .-4 ,589,4. R CRD TOT DENPRESSOR 4564400 7 - - ,ENIT PE4 LEW TYPE C441:11 -A01 1. TIRANE 111.; A C -213 239 20.1 0.9/1 8 22.2 480/3 SCROLL 17264, 44804, 60965, 17ERL-10.8 cuT02 9880_492. - t F-..3.)_...- ...t 230 . 20_10 0.9/1.8 22.2 480/3 SCROLL_ 1726/,. 44MCA, 60989, EEO =10.8 919...4613 *lU-3 T.P,AF_ 375-1 105 . 15HP 2/0.5HP 15.5 480/3 SCROLL 712#, 329CA, 45969, EER=9.0 010-1974 - ,6440 'MAW 41980-30 t 374 31.20 0.9 2.7 34.2 480[3 SCROLL 19421, 65 MCA, 90 NES, EER=10.9 '017,415 :10,105 . 1R4.Z af.,-313 374 31.20 0.9 2.7 34.2 4F307- SCROLL 1942#, 65 MCA, 90 RFS, EER =10.9 410,9496 Al-r :4-406 374 31.20 O.° 2.7 34.2 480/3 SCROLL 155/, 65 MCA. 90 RFS, 8E1=10.9 4238-99 -- - '-.497 "TRINE 174 -053 so - 5.60 7.3 144 480/3 RECIP 254#, 14 MCA, 206F5, 884 -8.9 Cil-998 Atiu-Ass TRANE 11-4-050 50 5.60 0.3 144 480/3 RECIP 254/, 14 MCA, 20985, 81,8.9 00, AP99---.901 .15,48E R50C-30 374 31.20 0.9/2.7 34.2 480/3 SCROLL 1942, 4 65 MCA, 90 NES, 1780 =10.9 -MISCELLANEOUS EQUIPMENT i SCHEDULE .„ - - • • . .. 86:1401 F FAMITY R RNHAAA/0- 2 2.631 MBH INPUT, 2104 FABH OUTPUT, 80% AF6E M.S. RRED, 1HP, 4800/3PH BO-ADS E ENTIRE FACILITY 2 2,630 9984 DPW", 2102 , 3 3 7. E .1/81440,4PUE, 2104 MBH OUTPUT, 80% AFUE As-NyL, , , 8- • ,C, LOOP 4 48US1RONG/40S-06 4 6T-401 H HYDRONIC LOOP A ARNSTRON0/800-L 2 211 GALLON TANK VOL_ PROVtDE AS A PART 04 10-15 PUMP PACKAGE 06-902 - 8 8096500- 9888 M MOROI. S6-5 9 998T498E FOR DOMESTIC HOT WATER ET-A03 1 - I IiOIIESIIC WTR A AMTP.OL ST-5 s son-AsL, 108 90985515 HAT WATSR 4.-- ,.----,,---------------,-----,-----',,,''r--'," ,,,,...--,---",,,,..- , 914-A01 1 U UNIT 0498 L LOCIINVA.R/P690750 698 : 7 750 Lt. INPUT, 660 998 OUTPUT, 88% AFUE GAS FIRED, 144 1204/10. PROVIDE WITH 318 GAL VERTICAL ASME RATED TANK, 18 8_, - • q 91581 JACKET. TANK SHALL BE MOUNTED WITH WATER HEATER ON SKID. MAX SKID SI2E IS 7' LONG x 4' WIDE. 1 988 -809 , a a CE ROOMS 4 40 SM. 098-10 1 WH -901 _ B BLDG u A AERCO KC 1900 1 1000 MBH INPUT, 930 MEIN OUTPUT 10220 3_00 1200 7.5/10 so , , • 0 00910600 , 59.8/57.5 OMP -A01 B BLEW 8/8 0 040 SPRINKLE., .88 1 1.5 HP ALLOWED, 4800/3PHASE. INFORM ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACTER1STICS. COMP'-909 1 1 A - 0 0101 96 904,4858 AR 1 1.5 HP Aii_OVIED, 480V/36565E: INFORM ELECTRICAL CONTRACTOR OF ACTUAL NOTOR CHARACTERISTICS. 0096,-001 4 4809 C 9 996 SFIWNKLER AIR 1 1.5- HP ALLOWED, 480V/3689SE INFORN ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACIE8J621U. 0.2570_25 RATE SPACING:* 11.5 DELTA PRESSURE. DROP. 2488 51 94 SUPPLY AIRFLOW, 2400 EXHAUST PJRFLOW, 420 LBS. )------ 09 -3 Z 185 225 Z-DUCT 79953242 0 0.2570.25 RATE SPACING; 0,5. DELTAUPRESSURE DROP, 2600 CFM SUPPLY AIRFLOW, 2400 EXHAUST AIRFLOW, 420 LBS.,„. 0.30/375 0.06 430 N/A 22.5 N/A 0.45 „.....,....._ ....-... M 2214 DX CC: TYPE UF, 4 ROW FIC, TYPE WC 1 ROW /1131.1-604 COMMONS 'MANE CC25P 12000 2.00 971 6.3/7-5 460 3 374 390 78/65 55 55/55 85 0.50/492 0.13 605 N/A 39 N/A 0.13 2 4530 DX CC, TYPE IJF, 4 ROW HC: TYPE WC 1 ROW AHU,005 SOUTHWEST CC25P VAV 14170 . '3.00 0227 12.5/15 480/3 374 0 78/65 45 57.6/56.4 45 0.59/581 N/A N 9 3183 ,Dt.,,C,C. TYPE UF, 4 ROW 494 -406 . SOUTHEAST 11 CC25P VAV 13670 3.00 1227 12.5/15 480/3 374 0 78/65 45 57.1/56.1 45 0.56/561 N/A N/A 3183 A . CC, IYPE UT 4 ROW vAv , .174 408 -407 . SCIENCE TRANE CC6B 2400 251. 1570 1.5/2 4430/3 .: , _ , CONr INC UNIT SCHEDULE .., T--•' - _ . .-4 ,589,4. R CRD TOT DENPRESSOR 4564400 7 - - ,ENIT PE4 LEW TYPE C441:11 -A01 1. TIRANE 111.; A C -213 239 20.1 0.9/1 8 22.2 480/3 SCROLL 17264, 44804, 60965, 17ERL-10.8 cuT02 9880_492. - t F-..3.)_...- ...t 230 . 20_10 0.9/1.8 22.2 480/3 SCROLL_ 1726/,. 44MCA, 60989, EEO =10.8 919...4613 *lU-3 T.P,AF_ 375-1 105 . 15HP 2/0.5HP 15.5 480/3 SCROLL 712#, 329CA, 45969, EER=9.0 010-1974 - ,6440 'MAW 41980-30 t 374 31.20 0.9 2.7 34.2 480[3 SCROLL 19421, 65 MCA, 90 NES, EER=10.9 '017,415 :10,105 . 1R4.Z af.,-313 374 31.20 0.9 2.7 34.2 4F307- SCROLL 1942#, 65 MCA, 90 RFS, EER =10.9 410,9496 Al-r :4-406 374 31.20 O.° 2.7 34.2 480/3 SCROLL 155/, 65 MCA. 90 RFS, 8E1=10.9 4238-99 -- - '-.497 "TRINE 174 -053 so - 5.60 7.3 144 480/3 RECIP 254#, 14 MCA, 206F5, 884 -8.9 Cil-998 Atiu-Ass TRANE 11-4-050 50 5.60 0.3 144 480/3 RECIP 254/, 14 MCA, 20985, 81,8.9 00, AP99---.901 .15,48E R50C-30 374 31.20 0.9/2.7 34.2 480/3 SCROLL 1942, 4 65 MCA, 90 NES, 1780 =10.9 -MISCELLANEOUS EQUIPMENT i SCHEDULE .„ - - • • . .. 86:1401 F FAMITY R RNHAAA/0- 2 2.631 MBH INPUT, 2104 FABH OUTPUT, 80% AF6E M.S. RRED, 1HP, 4800/3PH BO-ADS E ENTIRE FACILITY 2 2,630 9984 DPW", 2102 , 3 3 7. E .1/81440,4PUE, 2104 MBH OUTPUT, 80% AFUE As-NyL, , , 8- • ,C, LOOP 4 48US1RONG/40S-06 4 6T-401 H HYDRONIC LOOP A ARNSTRON0/800-L 2 211 GALLON TANK VOL_ PROVtDE AS A PART 04 10-15 PUMP PACKAGE 06-902 - 8 8096500- 9888 M MOROI. S6-5 9 998T498E FOR DOMESTIC HOT WATER ET-A03 1 - I IiOIIESIIC WTR A AMTP.OL ST-5 s son-AsL, 108 90985515 HAT WATSR 4.-- ,.----,,---------------,-----,-----',,,''r--'," ,,,,...--,---",,,,..- , 914-A01 1 U UNIT 0498 L LOCIINVA.R/P690750 698 : 7 750 Lt. INPUT, 660 998 OUTPUT, 88% AFUE GAS FIRED, 144 1204/10. PROVIDE WITH 318 GAL VERTICAL ASME RATED TANK, 18 8_, - • q 91581 JACKET. TANK SHALL BE MOUNTED WITH WATER HEATER ON SKID. MAX SKID SI2E IS 7' LONG x 4' WIDE. 1 988 -809 , a a CE ROOMS 4 40 SM. 098-10 1 WH -901 _ B BLDG u A AERCO KC 1900 1 1000 MBH INPUT, 930 MEIN OUTPUT 10220 3_00 1200 7.5/10 so , , • 0 00910600 , 59.8/57.5 OMP -A01 B BLEW 8/8 0 040 SPRINKLE., .88 1 1.5 HP ALLOWED, 4800/3PHASE. INFORM ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACTER1STICS. COMP'-909 1 1 A - 0 0101 96 904,4858 AR 1 1.5 HP Aii_OVIED, 480V/36565E: INFORM ELECTRICAL CONTRACTOR OF ACTUAL NOTOR CHARACTERISTICS. 0096,-001 4 4809 C 9 996 SFIWNKLER AIR 1 1.5- HP ALLOWED, 480V/3689SE INFORN ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACIE8J621U. 0.2570_25 RATE SPACING:* 11.5 DELTA PRESSURE. DROP. 2488 51 94 SUPPLY AIRFLOW, 2400 EXHAUST PJRFLOW, 420 LBS. )------ 09 -3 Z 185 225 Z-DUCT 79953242 0 0.2570.25 RATE SPACING; 0,5. DELTAUPRESSURE DROP, 2600 CFM SUPPLY AIRFLOW, 2400 EXHAUST AIRFLOW, 420 LBS.,„. 0.30/375 0.06 430 N/A 22.5 N/A 0.45 „.....,....._ ....-... M 2214 DX CC: TYPE UF, 4 ROW FIC, TYPE WC 1 ROW /1131.1-604 COMMONS 'MANE CC25P 12000 2.00 971 6.3/7-5 460 3 374 390 78/65 55 55/55 85 0.50/492 0.13 605 N/A 39 N/A 0.13 2 4530 DX CC, TYPE IJF, 4 ROW HC: TYPE WC 1 ROW AHU,005 SOUTHWEST CC25P VAV 14170 . '3.00 0227 12.5/15 480/3 374 0 78/65 45 57.6/56.4 45 0.59/581 N/A N 9 3183 ,Dt.,,C,C. TYPE UF, 4 ROW 494 -406 . SOUTHEAST 11 CC25P VAV 13670 3.00 1227 12.5/15 480/3 374 0 -MISCELLANEOUS EQUIPMENT i SCHEDULE .„ - - • • . .. 86:1401 F FAMITY R RNHAAA/0- 2 2.631 MBH INPUT, 2104 FABH OUTPUT, 80% AF6E M.S. RRED, 1HP, 4800/3PH BO-ADS E ENTIRE FACILITY 2 2,630 9984 DPW", 2102 , 3 3 7. E .1/81440,4PUE, 2104 MBH OUTPUT, 80% AFUE As-NyL, , , 8- • ,C, LOOP 4 48US1RONG/40S-06 4 6T-401 H HYDRONIC LOOP A ARNSTRON0/800-L 2 211 GALLON TANK VOL_ PROVtDE AS A PART 04 10-15 PUMP PACKAGE 06-902 - 8 8096500- 9888 M MOROI. S6-5 9 998T498E FOR DOMESTIC HOT WATER ET-A03 1 - I IiOIIESIIC WTR A AMTP.OL ST-5 s son-AsL, 108 90985515 HAT WATSR 4.-- ,.----,,---------------,-----,-----',,,''r--'," ,,,,...--,---",,,,..- , 914-A01 1 U UNIT 0498 L LOCIINVA.R/P690750 698 : 7 750 Lt. INPUT, 660 998 OUTPUT, 88% AFUE GAS FIRED, 144 1204/10. PROVIDE WITH 318 GAL VERTICAL ASME RATED TANK, 18 8_, - • q 91581 JACKET. TANK SHALL BE MOUNTED WITH WATER HEATER ON SKID. MAX SKID SI2E IS 7' LONG x 4' WIDE. 1 988 -809 , a a CE ROOMS 4 40 SM. 098-10 1 WH -901 _ B BLDG u A AERCO KC 1900 1 1000 MBH INPUT, 930 MEIN OUTPUT 10220 3_00 1200 7.5/10 so , , • 0 00910600 , 59.8/57.5 OMP -A01 B BLEW 8/8 0 040 SPRINKLE., .88 1 1.5 HP ALLOWED, 4800/3PHASE. INFORM ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACTER1STICS. COMP'-909 1 1 A - 0 0101 96 904,4858 AR 1 1.5 HP Aii_OVIED, 480V/36565E: INFORM ELECTRICAL CONTRACTOR OF ACTUAL NOTOR CHARACTERISTICS. 0096,-001 4 4809 C 9 996 SFIWNKLER AIR 1 1.5- HP ALLOWED, 480V/3689SE INFORN ELECTRICAL CONTRACTOR OF ACTUAL MOTOR CHARACIE8J621U. 0.2570_25 RATE SPACING:* 11.5 DELTA PRESSURE. DROP. 2488 51 94 SUPPLY AIRFLOW, 2400 EXHAUST PJRFLOW, 420 LBS. )------ 09 -3 Z 185 225 Z-DUCT 79953242 0 0.2570.25 RATE SPACING; 0,5. DELTAUPRESSURE DROP, 2600 CFM SUPPLY AIRFLOW, 2400 EXHAUST AIRFLOW, 420 LBS.,„. 0.30/375 0.06 430 N/A 22.5 N/A 0.45 „.....,....._ ....-... M PUMP SCHEDULE 9691 ,-"--,- • s ws ,... -Ywy-",....... HD PIM RENXS Pi_4P-,8&4. _ 1-198 ,9990 LOOP AR9STRO140/4380963.386 - -PUP -ife W14-7,03 CRC PMP-602 490 SYST LOOP 1, ARMSTRONG/43EBEFFT,3X6 ARMSMONG 525 225 70.00 " 3600 6 7.5 460 3 VERT., 196 -1.1145 PROVIDE AS PART OF A PUMP PACKAGE 10 225 70_00 3600 6/7.5 4 /3 VERTICN_ IN-LINE PROVIDE AS PART OF A PUMP PACKAGE 1.818 0 . VERTICAL IN -LINE . PMP-A04 , 80-01 ARMSTRONG/4380 48486 200 20.00 . 1750 /2 480/3 VERTICAL 19-LINE 11946-0.05 '80-02 1, ARM98R0NG/4380 484X6 - 200 20.00 _ 1750 /2 480/3 VERTICAL IN-LINE PRP -A06-. W11-9801 - 6895TRO81G/- 55 20.00 1750 /0.75 480/3 IN-LINE PROVIDE AS PART OF 64 -401 PACKAGE 11911440751 W1-4-991 CIRC. ARMSTRONG 525 10 8.00 1750 /0.1 120/3 VERTICAL 196 -1.1110 PMP-A08 WI-i-A02 CRC, ARMSTRONG 525 10 8.00 1750 /0.1 120/3 VERTICAL IN-LINE FIARL.col _ W14-0'0 CRC_ ARMSTRONG 925 10 8.00 - 1750 /0.1 120/3 VERTICAL IN-LINE ,..„..„ AIR HANDLING UNIT SCHEDULE .„ - - • • . .. - RPM BHP VAN COOLING Wan F I E F : D d . . 3 1 - 1 ENT NR DS/. (r) 4V AN DB/Y/B (F) COL AV . /FACE VEL FPN COOL GPN WATER FT PD RUNOU, SIZE C) wOCHT LBS RDAARKS HEAT GPM AR A01 -1-' NORTHWEST Ai...,:-,, CC21P 1{53180 3.00 12110 7.5/10 480/3 239 78/65 45 59.6/57.3 45 0.42/485 N/A N/A 2866 C,O, TYPE UF, 4 ROW AH U- A02 NORTHEAST - , - CC21P 10220 3_00 1200 7.5/10 480/3 239 78/55 59.8/57.5 0.43/492 N/A N/A 2866 42,LC: TYPE UF, 4 ROW AU-AO 3 LC •TRANS CC17T3 7500 200 799 4.31/5 480/3 185 225 78/65 55 56.5/55.3 85 0.30/375 0.06 430 N/A 22.5 N/A 0.45 1.5 2214 DX CC: TYPE UF, 4 ROW FIC, TYPE WC 1 ROW /1131.1-604 COMMONS 'MANE CC25P 12000 2.00 971 6.3/7-5 460 3 374 390 78/65 55 55/55 85 0.50/492 0.13 605 N/A 39 N/A 0.13 2 4530 DX CC, TYPE IJF, 4 ROW HC: TYPE WC 1 ROW AHU,005 SOUTHWEST CC25P VAV 14170 . '3.00 0227 12.5/15 480/3 374 0 78/65 45 57.6/56.4 45 0.59/581 N/A N 9 3183 ,Dt.,,C,C. TYPE UF, 4 ROW 494 -406 . SOUTHEAST 11 CC25P VAV 13670 3.00 1227 12.5/15 480/3 374 0 78/65 45 57.1/56.1 45 0.56/561 N/A N/A 3183 A . CC, IYPE UT 4 ROW vAv , .174 408 -407 . SCIENCE TRANE CC6B 2400 AIR HANDLING UNIT SCHEDULE .„ - - • • . .. - RPM BHP VAN COOLING Wan F I E F : D d . . 3 1 - 1 ENT NR DS/. (r) 4V AN DB/Y/B (F) COL AV . /FACE VEL FPN COOL GPN WATER FT PD RUNOU, SIZE C) wOCHT LBS RDAARKS HEAT GPM AR A01 -1-' NORTHWEST Ai...,:-,, CC21P 1{53180 3.00 12110 7.5/10 480/3 239 78/65 45 59.6/57.3 45 0.42/485 N/A N/A 2866 C,O, TYPE UF, 4 ROW AH U- A02 NORTHEAST - , - CC21P 10220 3_00 1200 7.5/10 480/3 239 78/55 59.8/57.5 0.43/492 N/A N/A 2866 42,LC: TYPE UF, 4 ROW AU-AO 3 LC •TRANS CC17T3 7500 200 799 4.31/5 480/3 185 225 78/65 55 56.5/55.3 85 0.30/375 0.06 430 N/A 22.5 N/A 0.45 1.5 2214 DX CC: TYPE UF, 4 ROW FIC, TYPE WC 1 ROW /1131.1-604 COMMONS 'MANE CC25P 12000 2.00 971 6.3/7-5 460 3 374 390 78/65 55 55/55 85 0.50/492 0.13 605 N/A 39 N/A 0.13 2 4530 DX CC, TYPE IJF, 4 ROW HC: TYPE WC 1 ROW AHU,005 SOUTHWEST CC25P VAV 14170 . '3.00 0227 12.5/15 480/3 374 0 78/65 45 57.6/56.4 45 0.59/581 N/A N 9 3183 ,Dt.,,C,C. TYPE UF, 4 ROW 494 -406 . SOUTHEAST 11 CC25P VAV 13670 3.00 1227 12.5/15 480/3 374 0 78/65 45 57.1/56.1 45 0.56/561 N/A N/A 3183 A . CC, IYPE UT 4 ROW vAv , .174 408 -407 . SCIENCE TRANE CC6B 2400 251. 1570 1.5/2 4430/3 60 96 78/65 45 59/58 85 0.35/342 N/A 9.6 N/A 0.4 1.25 1119.00 CC: TYPE UF, 4 ROW HC, TYPE WC 1 ROW 01-)U-408 . SCISNCE T . TRANE 6846 26061 2.54 1587 1.62/2 480/3 60 104 78/65 45 78/65 35 59.5/57.6 85 58/57 59.6 0.38/444 0.22/594 0.6/541 0.20 541 N/A 10.4 N/A 41 0.5 01/5 0.4 1.25 2 1119.00 EXIST. DX CC, TYPE 08. 4 ROW HC: TYPE WC, 1 ROW DX CC, 4 ROW, 84448 NEW HC: TYPE WC, 1 ROW 944 -801 ONIT 13 EXISTING NEW MOTOR 1, 5170 - -- 15 480/3 374 410 A#15-001 UN C NI DOSTING f958)347 05-2228, NEW MOT 7 '15 208/3 691.2 45 85 0.2 500 N/A 69.1 N/A 1 3 NO COCUNG NEW HC, TYPE WC, 2 ROW HU-001 UNIT 0 EXISTING - 0409106 NEW MOTOR 3480 /3 480/3 121.8 45 80 0.2 500 N/A 12.2 84/6 1 1.25 NO COOLING NEW FIC- TYPE WC 1 ROW '" ° ecsiltac- PROVIDE EVI 9019111 3280 ) 3 480/3 114.8 45 80 0.2 500 N/A 11.9 N/A 1.25 NO COOLING NEW HC: TYPE ‘NC 1 ROW AH6-003 UNIT 0 DOSTING- PROVOE NEW MOTOR 3450 /3 480/3 120, 45 BO 0.2 500 N/A 12.1 01/A 1 25 NO 0001. I NCI NEW HC: TYPE wC 1 ROW MAKEUP AIR UNITL SCHEDULE 81481 , .•,;i IrL,,f1, MW SEFNU , - AKE . um._ NO. 1191 6 PM BP/P 9/1188 REPOT 8184 'riNR , Ly AR WEIGHT REAKS 0 p ; ouTPur 135 08/88 oe/w 111 , 3000 5/4 950-601 KITCH HOOD GREENHECK 7200 804 4.0/5 - ii 500 Will 70 475 `MTH RETURN 450 -118HA-50 N/A N/A 100%0A HOOD 815A-402 KOCHER REZNOR/ 2804 1 1.9/3 480/3 '25 , 96 60 89 475 WITH 100% OA 000 HM3,125 125 N/A N/A 1 1.130 005 0_59/1 480/ MUA-001 . 9000 SHOP REZNOR/ _ 96 20 79 )4408-125 7 1201/ iP 060 1- IE45TR3' A104. E,_13 :05E1 1 V+ESTi&i;.-E GPM 1.2 s _- ," RETURN/EXHAUST FAN SCHEDULE Synchronous Speed (rpm) Open Motors Closed Motors - _ 1,800 - " 1200_ 1,800 , _ .. Efflcie;Ar. /Pf23'_ Efficiency { F>, - REt✓A4K5 _ 82,5 " - 1 _X14 -�15P- s ffi4 _ ` -- " :b2000 -:-;1 00 ..B41 3.8 5 O 480 - 85.5• PLtlG � ' PROIt}Ol?'iVfTW E€'ANOMfZER SEC17e 85.5 _ ^j WE- J? ": '_= D(a- -F IG - .- -v -- `7500 .: ���� - ,..' /5 :480/3. ?000 -... "`(N` � PRbVIDE WITH $$JEER 4 SILENCERS -f. 87.5 - I 87.5 . 88.5 - 88.5 89.5 - 89.5 '..- - 89.5 -`LNE. •EXo „PROVIDE. NEW MOTOR' 89.5 15.0 - 91.0 90.2 -: 91.0 - 90.2 209 910 91.0 - ' 919 90.2 2536 EXHAUST 'FAN SCHEDULE.; 91.7 - - NSA Miw. - -. = - ,. A 0700.. - - CFN "9P .. �RPN 9P #iP I � yIPH � WEIGHT �... F1VP TYPE RFNARKS 93.0 EF-N 1 - WITH Pia4LAW -. - - -L GK- 52-- 30- 515--B15 -- - - 8000 .-0.50 :1160- - 1 .72/1.5 -480/3 93.6 PROP PROVIDE WITH WALL HOUSING AND MTR SIDE GAURD -�- '-m2 _ - -- NOFOR Pt-MN 1. - GREENNECK : S2- 30 =61z5=615 : 8000 -- 0.50 " :1160 1.72/1.5- • 480 /_3 -, ' PROP PROVIDE WITH WALL HOUSING AND MTR SIDE •GAURD U--A03 - -r_• PLENUM -" .,: c EETB€E( S2 -30- 515 -815 . 8000 0.50 1:160 1.72/1.5 ' 480/3 PROP PROVIDE WITH WALL HOUSING AND IR -SIDE GAURD U.-/4M SOW} PtG LM ` GRENNESX(.52 -30- 615-$15 • 8000. 0.50 1.160 1.72/1.5 480/3 - ,PROP PROVIDE WRH F!'i'JSING AND MTR SIDE GAURD U--A05- SOUR' PLENUM -- ' -" GP HECK 52 -30- 615 -815 - -' - 8000 - 0.50 ' 1160 1.72/1.5 -480/3 - PROP .WALL PROVIDE WITH WALL HOUSING. AND MDR SIDE GAURD: EE -ADS` SOWN- PLe8.51. GiEENNECK 52 -30 -61.5 -_815 8000 - 0.50 .'1160 1:72' 1.5 480 3 - PROP' PROVIDE WJRH. WALL HOUSING -AND" MTi2 SIDE GAURD EF-A07 MillIIIIIIIMIIMILIIIIIIIIIMIIIMIlalo ®-, r : 868 � 0.964119111aDIEll 745 ® .. -M SCIENCE G BENECY( 158ISW 2600 -` 1.80 " =1878 1.41/2.0 -, 480/3 145 UTILITY UB. "MOUNTING,. 28X33X36T U -A09- - " 1404M-1 -REST MA - SREENSECK -3SQ- 160 -10 - 2400 1.00 1272 0.71/1.0 ∎480/3' 200. IN -LINE PROVIDE WITH INSULATED MOTOR HOUSING AND FAN £F -A}0- SOLON RESt -581. -. acc= Rom OREENHECK SSQ- A6& -10. GREtfINECK S1-1' 440G 2400 IIIMEMIIIIIIINCICIIIIIIKLWJIIIIITREIINIIIEYAIBIIINIIIINIII : "1.00 : 1272 0 -71 1.0 =480 3-- 200 .IN--LINE -PRO P. >. P•s 1. - ITH IN • r aTSR H•U IN AN. F-r UZEFEin I BOILER :BOON .10SN N .000 - ..+3a 14•r'5"WerF ".11z' AZ lr;x3.7r.11ri::"z a c. °.I'w},r.eVillif 1000 ` t<_ IMP NI M • PROP.' '8000 900 � • I O 1 �_1 � c� 120/1 52 ' UPBLST EF -A? DSHWASs -MOD G�AJ$CK CUT- 100= EF-A V. JOE Y' RN EAK 13SQ- 90-4 500 500' .,0, 38 -logo 1114:71.,,, i 300W 120.1 120/1 75 34 JN -LINE CEILING PROVIDE WITH .INSULATED MOTOR HOUSING AND FAN PROVIDE WITH SPEED CONTROL a _ t 0w-F- • - CRBEMIECK •SP -155 -- L. c-• '+� lea FORGE - FFOL9L _- - _ ® ®® ®_��� 0,5 0,25 720 1 11E14•111110111111011Mil - ®® IN-UN EXISTING EXISTING IL A >;:7 ID= -8134- - 806iH - MSC. SHOP ''"" _ -� - CK ® EXISTING.. EXISTING FF =H05 '-•. e - - -` /4350 -1130-4 r;:u , r /SP-,125 900 200 0-50, 0.38 .1480, 1030 s. 20/0 /0.1 120 1 120/1 '- IN -LINE .CEIUNG: - EXPLOSION PROOF MOTOR EXISTING - 1306y4 =� :- ECONOMIC - - -• i ECK/ 090-4 -. - 700 ,.. :0.50 1'535.. ..20/0.25 120/1.. -� - IN -LINE £F- 1307{73 RESTROO. _- -• 4 C/9S090=4 - . 700 `: 9.50 .1'575: .,20/0.2 120/1 - . IN -LINE -DOfi.1 r +a S • '-c1( .r:. 260-15 -- 4225 1.00 .;'625- 1.2 1.5 480 3 - . - ROOF _s - ;`.' -s:.- BtfS} - . _- _ GREEttNECK i8= 250 -10 -: '- 3125 1.00 965 -. 1.0 1.0 480/3 ;; ROOF. 3031 RiRO6N ' -'.aa I AB-130-4 - . - 800 ..0.38 • 960 . •.08%0.25 '120/1 , ROOF. -.s, r• • • - - - G G./fiB -130 -4 -:- -900 7- :0.38 - ,960 . ..08/0.2 1.20 /1::, ROOF a. DRYYNG'ROON _ L.: ,-,3, u- UO'8 -1 -4 .. r. .. 900 a; .- 'T0.38 '960- 408/0,2 - 120/1:- ROOF,... _ -- BOILER RN' - -'_ OREENIECK - :BSQi3D_ =1990 .038 1630 0.5/0.5 120/1- IN -UNE . . A=DD+, 1484-001 COMBOS- 4-; AS 1 -ESQ 80-4 -. ^ _.400 '`-11.50" ' 1505 -': •.14/0. 420/1 .... IN -LINE 0ESCR fPT L ON PERFORATED FACE. WITH 4 WAY ADJUSTABLE MODULAR CORES. STEEL ONSTRUCTION WHITE, FINISH. FOR LAY IN CEIIN)!;- OR.SURFACE. MOUNT.- ., y 4NEA100Th- P09 -PRE PGRFt6RATEfl DOE- WITH 4 WAY ADJUSTABLE MODULAR. CORES_ 017 # - DEPT NDng1 73. ALL ALUMINUM CONSTRUCTION. WHITE FINISH. . FOR USE -1N ,HIGH =MOISTURE AREAS. SAY. 11;# PERFORATED FACE RETURNCEILING GRILLE Willi 'DUCT COLLAR AS' REQUIRED. FOR LAY -IN' CEILING OR SURFACE, MOUNT..- WHITE:.FTNISH. OUBL2°_ CT10N SUPPLY SECURITY. GRIL {{pp ABLE_ 1.0•-GACETFAC-E PLATE-WITH 0 /E16"- HOLES ON 1� }TT C ER3 STEEL CONSTRUCTION; WHITE "FINISH.: _ DOUBLE- DEFLECTION SUPPLY GRILLE. 3/4', BLA13E SPACING_ STEEL- CONSTRUCTION WHITE FINISH. .A/1'_ ,4 -.TYPE N EXCEPT AL1,_,ALUM{AfUM;CONSTRUCTION. =AREA SERVED il*0 A01 TRH 2 MAZE& MODEL ROOF HOODS THROAT SIZE CFM "S.P. WEIGHT REMARKS' (LBS. ) :FF =X77 EP-A08 COOT( VR 24918 2000 0.06" 100 99_.493 AHU -A01 COOK Mt 24018 - 2600 0.10" 100 RH -A04 COOK 51 48928 • 9870 0.12" 190 -A01, A02. A03 COOS( •T. - -, �RFr _A05- - AHUrA�3.:. JCO0E W rir- 409 -+ k-' :02 y VR 7181.1407 �AFxJ- COW( VI 10i-A08- TR/E -A00 jCOC,K WI RH -509 (AHU -A04 coOK It 96X36 24000 0.10" 280 48924 48028 48928 48X28 48X29 6000 6900 10000 12000 0.03 170 0.02 150 0,12 190 0.16 190 12004 0.16 190 RH -A10 - MU -A05. '-- COOK ,A 60928 14000. 0.16 240 RH -AI1- AHU -A06 1RH -Al2 EF -004, A05, 606 TRH -Ail EF -A10 ? 001 ) BLDG 0 06 COOK VI - 72X28 14000 0.13 2'40 COOK VR 96X36 24000 0.1 COOK 4i COOK N 24X24 72948 2400 0.10" - 10210 0.05 ". 280 130 280 ELECTRIC MOTOR EFFICIENCC SCHEDULE * Synchronous Speed (rpm) Open Motors Closed Motors - _ 1,800 - " 1200_ 1,800 , 6,200 #1P Efflcie;Ar. - Efficiency Efficiency Efficiency 1.0 82,5 " - - 80.0 - - 62.5 80.0 1;5 _ X84.0 . '-. 84.0. -84.0 - 85.5• 840 - . 85.5 _ 84.0 86.5 3.0 86.5 -._ 86.5 87.5 87.5 5.0 -.. 87.5 87.5 87.5 - I 87.5 - - 7:5 88.5 - 88.5 89.5 - 89.5 '..- 10.0 _ 89.5 90.2 - 89.5 - 89.5 15.0 - 91.0 90.2 -: 91.0 - 90.2 209 910 91.0 - ' 919 90.2 2536 91.7 91.7 92.4 91.7 30.0 - 92.4 92.4 - 92.4 91.7 40.0 93.0 93,0 93.0 93.0 00:0 - 93.0 93.0 93.0 - 93.0 '80.0 93.6 93.6 93.6 93.6 >' -Design A 8.8 squirrel -cage, T -frame induction permanently wired polyphase motors of 1 hp or more having synchronous speeds of 1,800 and 1,200 rpm shall have a nominal fu6 -toed motor efficiency no less than the corresponding s5IUes_r6ted in "accordance with 1-0EE Standard 112. test method 8: MARK FILTER SCHEDULE AREA SERVED MAKE & MODEL 801 ROBERT second 40i 96 S31ss 090.; SKIM, W_aahfngton:, 98104 0 4.� • P 621 -.1893 F 92109740 '. S665tutal EngMceri c , HARGIS ENGINEERS, 1•N6 f% 600 Steimrl 59reet, Suke 1800 Seattle, - Wm$inglon 90101, °'+ P 448=3376,E .. 54 9hanical/peatrical SYR DESIGN CDMP 911 Western Aveque2 j ., 6 29e -030 hingt 22 90 P 22300328 C'n0 Engnleae NAKANO UENNIST_ 300:Essl P &e Sheet .'Seallle,. WaiMnyyton 98122 5 2929392 F292- 94800 Landeaope AMNlleot5 GEORGE 00t40' and AS$0Gd) 1028 NE.1404en4: 4101 • P 5202 -9090 923.90', Toed Seryke THE GRaE 6$ S N GROU t2OeW9h3 n 280!'<31 • Aoumlrg{F: - C3 MANAGEMENT GROUP) $h0el ,Way Kirkland, 1 ,i88U33t' P 028G2w! FLO 2',4 r FIL -A01 HX -1 2' THICK, 40x40 (4 AT 20x20 FIU -A02 HX -1 2" THICK, 40x40 (4 AT 20x20 FIL -A03 HX -2 2 ' THICK, 40x40 (4 AT 20x20) FIL -A04 HX -2 2 °THICK, 40x40 (4 AT 20x20 FIL -901 FINISHING ROOM MAKEUP 1 'THICK, 40x40 (4 AT 20x20) i4A,.j G;. MIDDLE q ' 4828 South 144(11'itliefif'tri Tukwila, Washingtari 98)68// sc4E:':: 1- 'i4.7DR6, 14/V 1U E3F511NG "°•4J4ACE &"FOL'NORY. ,GAS PRESSD RE MEwJLATOR- Rd/VTR. =EX,51NG TO-REV-MN: T /2"MPG J= TO MUA -B02 ON ROOF WITH GAS PRESSURE REGULATOR. CaNN. TO CPAL DINE. :3 /4'C - `XISTING WASTE BELOW fl OOR 4' RL DN IN FURRED WALL KEYNOTES' PROVIDE FIRE HOSE CABINET W/ 2' CONNECTION TO FIRE PROTECTION SYSTEM. OCONNECT NEW SANITARY WASTE TO EXISTING UNE. 01 /2 "HW & CW, 2 "W UP TO FIXTURE P -5 SECOND FLOOR SEE SHEET 52.4 FOR CONTINUATICN. OWASTE UNE BELOW FLOOR. 1 1-/2-1ri-/2-EW_p HW 15 SHOR4--WALL, 35EN UP TO CFr5JNG 1N FULL ROGHT %RL 5c'_Sri✓r_OOR IN CRAWL SPACE. `)CYW PIPE SHALL BE LOCATED OP, 'WARM S'"DE OF -THE }WALL INSULATION. OCW. HW-& VENT PIPING-SHALL BE RUN IN CERLING SPACE OF T226, A128 & AT25. IT IS 31OWN OVER" THE CORRIDOR' FOR CLARITY ONLY. OOFFSET PIPING AROUND CABLE - TRAY AS REOUIRED. PROVIDE 12" CLEARANCE WHERE POSSIBLE ABOVE CABLE TRAY. COORDINATE MECHANICAL WTH CABLE TRAY. r-SEE C1:51 DWG_ 505 CONT. 3" SL 5A 50 50 miff i/YMPG UV T7 MUA -A02 ON ROO 754TH GAS P4 S'J?'` REGULATOR. 3 "CW, 2 1/2NOR HWC,2 53'4r RL _ 7 3" It -- T _.tc----- - - -. -- 4-SD CONN. TO STORM SEWER SEE CIVIL DWG. (7-2 1/2" CW TO BLDG D 3" RL & ORL UP TO RD & ORD SEE LARGE SCALE PLAN DWG M2.7 1 SEE LARGE SCALP o r / PLAN DWG M2o6 ! -4° ORS & RL Up 1 � JN EXIST. CLAY , I j TILE" WALL mkt C:6. II I T I 'C: 1011 WesY'„LiOS ms=s Suite; =Nee • 707 = °` Seattle, Wn'98104 F. 206/340 -9519 P. 206/340. -9500 ROBERT `FOSSA1i1 ASSOC.�'� 801 Second Avenue, Suite 1000 Seattle, Washington 98104 P 621 -1803 5-621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle, Washingtpn 96101 P 448 -3376 T 448 - •4450. ' Mechanical /Electrical Engineers.:- SvR DESIGN COMPANY'' 911 Western Avenue, 1 302 Seattle, Washington 98104, P 223 -0326 F.223- 0125:; CIA EngihMeis NAKANO' DENNIS. , 300 East Pike Stleet,• +-.': Seattle, Washington. 981 2, P 292 -9392 F 2924940 Landscape nmhitecte GEORGE BUNDY.and ASS00.4 1028 NE Ravenna BNd Seattle, washinal0n 98105 - P 523 -9690 F 523 - 9692 Food Service ,. THE GREENBUSCH GROUP.' 919 NE 71st Se5tle, Washington 98115 1 P 524 -0593 F 524 -0640 1. Acoustical Engineers. C3 MANAGEMENT-GROUP 25 Central WW , 615058, Woehinata 9853 P 828 -2466 i5 6n___ 2788: Cost Estimators /2`iW & CW z'x 8c 1 1/2"V TO RD & ORO L— REMOVE FLOOR AS REOUIRED TO PERFORM PLUMBING WORK OYPICAL ALL CLOUDED AREAS). ,p F L....., __, i t 3-CW, 2 "1/W & 3/4 -H. 't SHT 52.6 FOR f ! . 0 TINUATTON I ,0,..i.,.:.., 7—._ 1 r`'� t 7 %i 1 P_4 [ T 3 /4"ctVqiN H5 [ - %- M1`-`, ' _ 'I tJ "LJ I a SEE DWG. 52.4 SEE CIVIL DWGS. -, FOR CON i. -. N 4" ORL '& RL UP -5 & DN IN 54157150 ` CLAY TILE WALL I --- - AADDENDUM 0 A RF 38E REMSIONS. ,' 062E7'. 2 -1 /2 "V UP TO W DN SECOND FLOOR_ '+4 SEE SHEET M2:4 'FOR CONTINUATION'S SEE RISER DIAGRAM 0 ON SHEETS M3.1 & M3.2 UP � SEE SHEET M2.4 FOR CONTINUATION NEY PLAN 2 "CW, 1 1 /2 "HW 5 3 /4HWC. SEE SPIT. M2.2 OR CONT —. —1 1/4" CW, I" HW, 2 "V LIP SEE SHT M2.4 FOR CONT. r n11K , - F.H.C. E] 8 -I =P -21 P -9 -tom„ M OEFNZA110N Ato cari I To SHOWA MIDDLE SCHOOL' _ 4828 South 144th Street.' Tukwila, Washington 98168 APPROVED FOR THE 0 -P -17 JOB NO : 99475 ISSUE OATS : 5 -5 -96 DRAWN BY . R.C. CHECKED BI L8. ,. \--SEE RISER DIAGRAM B1 ON SHEET M3.1 & M3.2 3 /4 "CW DN 3" RL UP -at -L -1 R 54 net_A- / % 3" RL _UP- 1 `-3° RL O5 IN FURRED WALL INT RL ON A RAWL S WAL &O CPL ACE CONNECT TO STORM DRAIN SEE CIVIL OWLS. - RL 3 /4 "CW ON - CONNECT TO EXISTING •+. STORM DRAIN FIRST FLOOR � sour et. r� aent -/A svu-i F AND BLDG; B PLUMBING, F!F PROTEC11ON 2" RL UP TO 2" RD 0 CANO M2.1' .Y I RST F-LU nECEIVEo clTV of rurcwlu 52.2 PERMIT CENTER M2,i,: 8061 E':. 1 /e' =1- SEE RISER' DIAGRAM ?134 D - •= _ AM C , —GN- SHEETS M31 & M3 -2 1 �v s� 0. HC AT EX.ST SEAL WATER11CH.T THE PIPE PENERRATIONS ` 1 DIRECT BURY PIPING -- 2 " /YCW ON 2-FD —NEW a" WSTE CONNEC1 , B 1. _. SANITARY A EWER MAIN. - \ SEE CIVIL DRAWINGS .i 2 F2 Mat /--3/4 °0'W DN NOTE: ALL OVERHEAD PLUMBING (CW, HW, HWC, W' & V) IS NEW UNLESS OTHERWISE NOTED REMOVE FLOOR AS REQUIRED TO PERFORM PLUMBING WORK.. (TYPICAL ALL CLOUDED AREAS). DN IN WALL /- -EXISTING 'WASTE TO REMAIN " BELOW GRADE AVOID EXISTING STORM DRAIN - SEE CIVIL DWGS SEE LARC{ SCALP:.PARTIAL _11 PLAN RU D14& -1 15W ;M4.2. t›' AW DN IN - : NE @ J G45 ,METER TO 'FURRED WALL 10 REPLACE EXIST BY WN BELOW GROUND `-4080MBEL2P51 DELUVEERRY,A AW 11 11 RL DN TD STORM .SE& R /CIVIL DRAWING - CONNECTION. SEE RIB DIAGRAM 0 ON 505115 M3.1 &513.2 71 4' ORL ON II al 2° RL UP, 2 "W IN WALL 1 -5_ SAS 2'iA' DN 2-W 'N WALL 3' RL UP 3/4' CW CN, SEE DETAIL OCATE P -22 SO IT ^WLL NOT UNDERMINE BUILDING FOOTING, AVOID EXISTING WATER UNE •- SEE CIVIL DWGS 3- AV & 3" AW UP & DOWN IN FURRED WALL 3" RL DN TO, STORM SEWER CONNECTION, SEE CIVIL DRAWNG - KEYNOTES- PRO DE FIRE HOSE CABINET W 21 FEEL FROM FIRE P CTECtON.�YlTEM� NEWS STORY WASTE CONNECT IO EXIST. SEE 80.5 DWGS TOR EX15T SIZES AND FIELD 'VERIFY). �w :, : UP ,�..�.r.� PIPIN G TO SECOND FLOOR. SEE SHEET 82.5 FOR CON TINUAT!ON. O WASTE LINE BELOW FLOOR. O EXISTING PLUMBING TO REMAIN. ALTERNATE 39 - PROVIDE FIXTURE 1 -5 WTH 1/2" 13 & CW, 2" 21&1 1/2' V CONNECTION` FROM MAINS AND RIO RISER'S UP TO FIXTURE P- 5 ON SECOND FLOOR. •BELGW FLOOR, IN CRAWL SPACE. O REMOVE EXISTNG URNAL, CAP ASSOCIATED PIPING. OEXISTING FLOCK MOUNTED URINALS TO REMAIN. REPLACE FLUSH VALVES. O EXISTING WATER CLOSETS TO REMAIN (REPLACE i!_USH VALVES) 000 2,NA'E PIPING TO AVOID WATER HEATER FLUE. O SEE DETAIL M5.2. ACID WASH SYSTEM DELETED 1 PER ALTERNATE BID. W _ EXTERIOR WALL SEAL AROUND PIPES FOR WATERTGHT SLEEVE SEAL - LINK SEAL OR EQUAL / TERMINATE PRE INSULATED 11W5&R PIPING AT APP. 12' AFT, TRANSITION 1 TO FIELD INSULATED PIPING. ,, CHASEWALL 4 PIPES TYPICAL -\ r>1q5 CONNECT:. TO." DaSTTNG S&NFTARY 4"X6 tNCREASi�# - 4 RL,. CONNECT "f0 ERIK S7NIG`. STORM 6 &A1N� J NARRATIVE SECTION SCALE: NONE - DIRECT BURY HAS & R (WTH RICWL SYSTEM INSULATION), CW & PIPES 1. THE BUILDING D WATER HEATER WH -D01 AND THE SCIENCE CLASSROOM GAS OUTLETS WLL NO LONGER BE SERVED. FROM THE GAS METER AT THE BOILER ROOM. A NEW 2151 GAS METER (1080 038) 'WLL REPLACE THE EXISTING GAS METER AT THE NORTHEAST CORNER OF BUILDING O. 2. PROVIDE AN APPROXIMATE 4' WIDE x 4' HIGH x 2.5' DEEP CHAIN LINK FENCE ENCLOSURE .� AROUND THE GAS METER. THE FRONT. SIDE SHALL BE-A 4' WIDE LOCKABLE GATE WTH i PADLOCK FOR ACCESS TO THE METER. - - c 8518)5A 3. FROM THE METER PIPE MEOIUMPRESSURE GAS TO WH -D01 AND 1 /2" MPG TO THE SCIENCE c11voP TUxwI� CLASSROOM. DELETE THE 1.25° MPS GAS. LINE, FROM THE- BOILER ROOM TO LOBBY A101 (THIS. "rt •` .1 `!' ?.` IS. APPROXIMATELY A240' RUN).' _ -! PERMIT CENTER 4. AT THE KITCHEN,. INCREASE THE SIZE OF THE GAS LINE FROM 1:5" TO 2" ,OR APPROXIMATELY j �S, 23 AND :,RUN 1.5' LOW PRESSURE GAS UP TO MUA -A01 ON THE ROOF, ' A It C N:`I S I -C` •T. 1012 Western Avenue; Suite No. 77317 Seattle, Wa 98104 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suite 1000 Seat , Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 51151, Washington 98101 P 446 -3376 F 448 -4450 Mechanical /Electrical Engineers '?k 009 DESIGN COMPANY. 911 Western Avenue, / 302 Seattle, Washington 98104 P 223-0326 gF 223 -0125 Civil Engineers NAKANO DENNIS 300 East Pike Street Seattle, Washington 98122 P 292-9392 F 292 -9460 Landscape Architects. GEORGE BUNDY and AS500,, -'Z 1028 NE Ravenna Blvd' - Seattle, Washington 98105 P 523 -9690 F 523 -6692 Food Sr. THE GREENBUSCIf'GROUP 919 NE 71st Seattle, Washington 98115,- +�, P 524 -0593 F 524 - 0630," Acoustical Engineers C3 MANAGEMENT GROUP 25 Central Way Kirkland, Washington 98033 P 828 -2468 F 828 - 2788...E Cost Estimate's A/3 4/14/95,,4, L2 8838 8/07/09/ A48105 7/17/98. 9/9/051/ Q4 4522 SHONALTER, MIDDLE SCHOOL 4828 South 1446 St16et:'`' Tukwila, Washington 98168' 4PPRO9ED FOR THE 0WNFR „'PATE ti`I JOB NO , 99475 ISSUE 091E DRAW BY : R.C. : ":.v;. CHECKED BY LB; R' �i FIRST FLOOR:. PLAN —A NORT AND BLOC; PLUMBING,'_ PtRE PROTc SCALE 14t1•::W!esiera Are Suite ".No 7O1; Seattle Wa 981041 F. 206/340 - 9519. 206/340450Q R06ERi FOSS1T0 A 801.59090E Avenue, $u114 1200j 5eat9e; 69shin91551 95l64,F} 621 -1903 52621= 9740 structural._E1ngiwao7 HARGIS 2901142080, •INC 600 Stewart Street s28911900 =;,^;j seam, Washington "96101', ,.�• . '4.49 -3376 2.448-,4450::^ �}< Mxewiagl/E19951891 Enginees8'`,yy�:6 SvR DESIGN COMPANY 911 le, Millington f 2102' Seattle, W9406glon 90104" P 220 -0326' P 223 -0125 Cnnl Engineers • NAKANO DENNIS 300 East 914 Street Swt80, *90651140 98122:::' P 292 -9392 9 292 -9480 Land9w9e Axhilecfs GEORGE BUNOY and /55001 1026 NE Ravenna 51va Seattle, Washington 98105 P 523 -9690 F 523 -9692 Fwd Servke •x,12 ^. THE GREENBUSCH, GROUP; 919 i b519t Swale, W'*0311 98115 P 524- 05931'i'S24�0830;', n:ausUwl.. Engineers .r.; -.; C3 MANAGEMENT" Oii0614'M 25 9h15l Wa 59032 Klrwane, Woshington.• 9®033;;` .'. P 828 -2468 F 828 -2788• ' Cost. Estimators SHC MIDD 4828:.Solit5 144415 Tukwila, WallingtOsO APPRO. FOR THE OWNEA" J09 NO: 99475'.; ISSUE DATE : 5- 5- 05:i';fTS; DRAWN 9Y RA. CHECKED BY FIRST F1.4 PLAN`'''. BLDG. O" PLUMBING, FI PROTECT. rd 4° ORL & RL GN. EK:T. CLAY rr TILE WALL KEYNOTES: tO1 1/2 "V UP, 2 "0, 1 /2 "HW & CW 00WN TO 1ST FLOOR, SEE SHEET 02.1 FOR CONTINUATION. Oz 2 "W UP TO FC !N ATTIC, SEE SHEET 04.6 FOR CONTINUATION. O CONNECT ORL TO ORO & EXISTING SCUPPER. 4" ORL & RL ON IN EXIST. CLAY TILE WXL L —_\ z °RL -& ORL DN IN �. -FURRED WALL " —3'RL & ORL UP TO RD & OFD .—SEE RISER DIAGRAM 'r, / ON SHEET M3.1 & M3.2 -'ORL 1 H�9a11 ;1E}�3 �5 1 {` 2 —)_ - -�� ©;1:i7 t :� M° . `T-V _2" Fr., . _ & T L ,4CNNECT TG VTR f. - -- f aL - _ J OF-He 2W ON —1 1 /4 "CW, 1"h8W,.. & 2'V. DN. TO 1g' FLOOR. SEE.. SHEET M2.1 FOR CONT. fN kr FURREF7 WALL. i''3'RL 17t TO M3_ 3 °R1 UP & DN :$BLDG A JUU -t CNVROPEITtiPw. r. 196 PERM" CENTER A It C H 1.4:1' C., 101 Western.AeenUe Suite No. '701.', Seattle; 110 98104 F. 2Ci6 {310 9513 P. 206/340 - 9500,;.:: ROBERT F.OSSAT0I 80500.;. _801 86coRd`,Aeenae; 5146 "0000 • 1 eattle, Weshie 40 98101': P 621' -1803 F 621 07 " Sloot4O 0 oineeo , • Seot0e, Wmhington .9810t. 600 SBerStrea1, Stilte 16 Mechanical /Decl0001 FAgif grs 066 DESIGN . COMP1166 911 lash Avenue,'8 302 0001 e, 60ihingtbn '08104 P 223 -0326 i 22012(*, G'rvilEngideers' : NAKANO DENNIS 300 Eaat Wks street ^' ;',. , Seattle, Washington. 9812[ P 292 -9392 f 292940 Landsmpe gahilecle. GEORGE BUNOY and AS SCr•�;'`I 1028 ME R86 9 Biv1,+ eattle, Washi ton 99100', : P 523 -9890 P523- 9692' " Fosd Senice "� THE GREENBUSCH•00060 919 NE 71st Seattle, Washngton 98115? Af P 524 -0593 F 524 - .9835x. 004606 Englnearr? •. 1" C3 MANAGEMENT GROUP entral h �.• la Kirknd, 25 WCasingto800 n .9/19,13•' "l P 826 -2468 F ,311. 788 Coot Eslimotare -. SECOND_' PLAN SO PLUM .PRO P -20 0 -20 _20 ° NPCW & NPHW,P (2) 1/2" G. 3° AW, 2° AV HEADER IN —Ff 17RF11Tu aTt -20 3" RL & ORL UP , TO RD AND OFD �, 2 1 /2 "AW ON SEE SHEET- M2_1 FOR CONT. =E RISERD10610 A J ON SHEETS %13.1 & W3.2 -3" RL & ORL DN. 10 CHASE / / &!UP TO RD & OFD / OR A. U-' &DN DAGRAM ON SHEETS 03.1 & 03.2 ,-3/4" NPHWC DN y IN FUP32E0 WAli J _ _ - - 3" AW &3" AV DN. r _ _ - _ _- - - -.- �-,�'- IN FURRED WALL SEE SHEET 02 2 FOR to� T :A 1 /2"V UP & f 1 - igECT TO 1' R 2'FD® I �!i � �' F_i�l'j DO IP_ 1 - 1 .q 2A� I • •p -� I -?' TR V r CONTINUATION -20JP& 2 /`" VTR 1 b 3" AJ UP TO AVTR CONNECT "0 VTR -16 CC 134!1 - L_• ``P 4 ®3 1 2° 11.._- -? �_ -tiF W & N °C W.`, I P 6 P- 9 4 rl} t NPHWC ' 7 PG. =-.j - ,--_,.t., 2 "F- P 7 �9 . 2 P / Y _ -- -- 4 2 2 " - i =.1 1 . - -- - -. -_. R_,`i - - — _ _. -., ,--," NPHW & NPCW DN. UP TO WH-A03 7 /4" CW i f,T — a -� - -=- �.- '4- -1 "GDd _TO <._ -- _ -__ - _ ---AE —._ 2 °W DN 1N CHASE 1 . f� • - - I4 FIRST FLOOR �l T - __i` - �,.... ! QT T 0 I- _a. -_ 1" NPHW & NPCW - z & 3/4" NPHWC UP TO ATTIC. 2" ---- P-5 P -5 - - - 2 V UP T, VENT__ —y___ P -5 _ IN ATTIC -3" RL UP & DN. 3" ORL UP t '-3" RL UP & ON q5 -ca= 2" RL D^: - _ -5 3" ORL UP R• UP & ON SECOND FLOOR PLAN -- BLDG A — -<> NORTH ,E9 V / N,x,H L\ RL DR 2 OR _NOTES: O 019 ALTERNATE N0. 9 - PROVIDE FIXTURE P -5 WITH 1 /2'HW & CW, 2 "W, & 1 1 /2''V CONNECTIONS RPOM FIRST FLOOR O 2 "W UP TO FD IN ATTIC SEE SHEET M4.7 FOR CONTINUATION PIPING DOWRY TO 9RST f OOR SEA RISER DIAGRAMS ON Sr+EET M3.1 AND M3.2 PROVIDE DUAL GAS U1:r_L' 1/2" F677 & CW, 2 AW & 1 1 /2'AV CONNECTIONS FROM H,EAOER O LOCATE EMERGENCI SHUTOFF 0.33TCREs IN DEMO TABLE (A1 KNEE SPACE, UN R „OoNTER) SEE DETAI /A? g LAPEL 3Yri TCoES SAS SHUTOFF WATER SHUTOFF”, SM-CH S IN ROOM ,t2, SHALL SP Li,FF CWPW ;AS ONLY IN TP AT ROOM SAME FOR ROOM OSC_EN.OD ..A_'ES -(N 0.- 120'/m) O PROVIDE SEPARATE 0,LO'W, & ._,W HEADER FOR ROOM A217 AND SEPARATE CAS, CW, & H READER FOR ROOM 7,216. O CONNECT OR! 7J EXISTING SCU -PEP. & GRL & 2" RL & ORL DN IN WAS L. pl'> RU0 PIPING IN FURRING 'WALL '(J DASHED (ESE. INDICATES EDGE OF CONCRETE BEAM. CORE DRILL TO SIDE OF BEAM FOR PIPE PENETRATIONS. DECEIVED CtiY OF TUNWILA PERMIT CENTER B -\ CC4I1 A R C H I T E C T S 1011 Western Avenue Suite No. 701 Seattle, We 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suite 1000 Seattle, Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle, Wueh,ngton 98101 P 448 -3376 F 448 -4450 klechanical/Elect,ial Engineers SvR DESIGN COMPANY 911 Western Avenue, 6 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 civg Engineers NAKANO DENNIS 300 East Pike Street Seattle, Washington 98122 P 292 -9392 F 292 -9460 Landscape Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna Blvd „ Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Service THE GREENBUSCH GROUP' ' 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 - 0630:' Acoustical Engineers - C3 MANAGEMENT GROUP , 25 Centro! Way • Kirkland, Washington 9803, P 828 -2468 F 828 -2788 Cast Eetlmators • �1 ADDENO09 f3 4/14/95 LR1105 7/17/95': REWISIONS KEY RAN AIL Nip eM.. ,. ZAT1NANDAODffONTO,t SHOYALTER- MIDDLE SCHOOL 4628 South 144th Street Tukwila, Washington 98168 APPROVED FOR THE OWNER DA1R,' J00 NO : 99475 ISSUE DATE : 5 -5 -95 URAWN BY : R.C. CHECKED BY : L8. SECOND FLOOF PLAN — BLDG. A NORTH PLUMBING, FIRE PROTECTION, M2.5- 5082 :. 4= 1' -0". w. SEA SHEET !12.7 -0R CONT,NU A T rON 2- 1/2 °Hoe JP `(2) 1 /2 "CW UP — 264 SEE SHEET M21 FOR CO, ,- -■/2 -H &CW UPS it t cw- 2 "V -- - 4" w SEE SHEET M21 FOR CONT. KITCHEN FOUNDATION PL UMRING PLAN THERMACO BIG "/',\ DIPPER MODEL W- 250 -15 20 \/id/ . 3 "GW R 3 ) l ! S 1 � "'KEY NOTES: 2v uP. 3 °1Y UP. 2.4 3/4" H & CW DN. !Ca 1/2" H & CW ON. 2 4> • 1/2 D: W & G , TO :?? -- (--3"W, 2 1 /2 °HW & 3/4 "0WC SEE SHEET 42.1 FOR CONTINUADON 3 FS GAS SOLENOID 1 1 /4 "CW. SEE / SHEET 22.7 302 CONTINUATI03 / NOTE: 3/4" ALL VENT PIPING IS NEW (LIGHT WEIGHT LINES ARE NOT EXISTING WORK) r - -� 2/2"- 3 /4 "HW 30 TO ITEM 6 140' HW- CREASE 'NTE?CEF TR THERMACO MODEL W- 250 -15 {'. e X3-3/4" CW ON L,- I 1/2"V DN , _� ea L 1 \1 fi iEE K DRAWING FCP 303 Ir�� SUPT- RESSION DET%.I t. 1 /4 "HW & Cve N 2 P 4/ TEMPFRCD 021-53 (110'F) ON T- CONNECT Ta ON ROOF (500 1303) 4"VTR-.4 -' 23/a" 3 "FS 5== SHE=? U21 FOR C.11141JAPON _- 24X6 S.S. CASE LT,PRONDED 3Y KITCHEN ECU SUPPLER) SUPP; FS, n :G TO CONDENSATE DRAIK FROi f tE:RiCERATION L I T - RUN TO DR- N FcECIEPTD. 1 1/2" GAS DOWN TO ISLAND „a'2JiPMEN'_ f /� -I \LM 4 alt "2 (202 ME-`: ITE+! 50, 3/4-2 (200 MHO): ITEM 33, 3J4 i4 2'B H }, ITEM 32, 1`C 10 a 00 Fs. FEED EQUIPMENT FROM 1 1/2° GAS Y.EADER 10 PROVIDE Al REWIRED INTERCONNECTION PIPING 0ET(EEN ITEM 8 AND ITEM 10 (2 - 3 /4 "i-1W IC Oi5HWASHFIZ). 7/2 "'/ ON - R'JN 2 1/2- vENT HEADER AT #31,11.101 FOS AND FSS INTO HEADER. 1 "015 & 1-CW DN - ITEMS 33. 34. 40, 41, & 50. PROVIDE 1" 51004 RUN STEAM TO ITEMS 40 &41 (3/4° CONNECTION VENTS PIPED TO DRAIN ON USE TYPE 4 COPPER PIPING TOR BE_OW GRADE LG0.A005 MAW -OLD W=EN- ROE.+ EAD2 S & CONNECT TO R" F-00 '404S & 50. 035 - �OL4DE 8F-'S & 2ENEE POT SINK 3 ^W -1 GREASE "OLL'I' N CONTAINER GREASE INTERCEPTOR DETAIL SCALE : NONE mqn_00/Q ! PG g.3 "FS 1. 3 "FS --, /z " "" CW DN � I?", 2 "FD 1 `- OUtLINE 03 2003 r1 1R 1 -3 °CW, 2 ., ,4 & 3/4 "300 SEE SHEET N2.1 FOR CON TIN'JA Ti CN NOTES: REFER TO KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION ON 01.11108I5G 1 WORK (INCLUDING EQUIPMENT ITEM NUMBERS). PROVIDE ALL NECESSARY - 1NTERCONNECTIONS_BF,TWEEN FIXTURES /EQUIPMENT. _ 2 DIAMONDS WITH NUMBERS INSIDE ARE KEYNOTES, HEXAGONS WITH NUMBERS INSIDE ARE KITCHEN EQUIPMENT ITEM NUMBERS., KITCHEN PLUMBING PLAN KITCHEN FIXTURE CONNECTION SCHEDULE 11T11 DESCRIPT!CN HW CV' WASTE WASTE GAS REMARKS Na DIRECT INDIRECT 3 HOT wATR BOOSTER 3/4" -2) 3/4" 3" . FS 1" - 250 MBH PIPE TO WARE WASHER, RELIEF TO FS 10 WARE WASHER SOIL DISH TABLE /POT S. ;2) 3/4 ",2) 3/4" (3) 2" PIPE TO GREASE TRAP 12 DISPOSER 1/2 1/2 2" PRE -RINSE FAUCET, TEE CW TO DISPOSER 19 VEG. PREP SINK 1/2" 1/2" 2 TO FS (2) FIXTURE MOUNTED OUTLETS 22 ?REP TABLE W/ SNK 1/2" 1/2" 2" TO FS FULL GRATE ON FLOOR SAK 25 PRE- TABLE W/ SINK 1/2" 1/2" 2" TO FS 32 =RYEERS " TO FS 2 0 FS 1" -(2)80 MBH 3/4" -114 MBH 3/4 " -20C MBH PROVIDE FILL FAUCET BOILER TO BE PIPED IN TANDEM WTH #50, THEN TO KETTLES 33 BRAISING PAN 1/2. 1/2 1/2" 34 STEAMER 39 HOT WATER MAG"i'i.NE i /2" 40 KETTLE 1/2" 1/2" 1/2" 1/2" TO FS TO TS 3/4 ", 15 PSI STEAM FROM ITEMS 34 &50. 3/4 ", 15 PS! STEM FROM ITEMS 34 &50. 41 KETTLE 42 WORK TABLE 'W /SINK i/2 1/2 TO FS 45 IXER 1 /2 1/2" 50 BOILER BASE 1/2" 1/2" 2" TO FS 3/4 -200 MBH BOILER TO BE PIPED !N TANDEM WITH /34, THEN TO KETTLES I 51 FLOOR TROUGH (2)3 " 50 ICE MAKER/BIN 1/2^ TO FFD 61 - -HOSE REEL 1/2" 1/2" SEE DETAIL ON KITCHEN DRAWMNGS. RECEIVEa CIN OF NKNlILA PERMIT CENTER N I T I C T 1011 Western Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI ASSOC. 901 Second Avenue, Suite 1000 - e, Washington 88104 Fn 621 -1803 F 621 -9740 ' Structural Engineers. HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle, Washington 98101 P 448 -3376 F 448 -4450 Mechanical /Eteetrical Engineers 02R DESIGN COMPANY 911 Western Avenue, # 302 Soothe Washington 98104 P 223-0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 East Pike Street Seattle, Washington 90122 P 292 -9392 F 292 -9460 Landscape Arch., 05'7005 BUNDY and ASSOC. 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523 -9695 r 523 -9692 Fund Service THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524-0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25 Central Noy Kirkland, Washington 98033 P 82B -2468 F 826 -2788 Cost Estimators MO A119N AID ADt1TION TO SHOWALTER MIDDLE SCHOOL 4628 South 144th Street Tukwila, Washington 98168 APPROVED FOR 111E OWNER DATE JOB NO . 99475 ISSUE DAM : 5 -5 -95 DRAWN BY : R.C. CHECKED 8Y L8. KITCHEN PLUMBING PLAN M2.6 SOME ' 1/4'x1 THRUST BLOCKS - 1" (TYPICAL - AT" AL CHANGES OF aFtE TION ;N n'riNGj GAS ANG 3"W UP 2V UP °I("'- -3'W UP _ p SPRlNiSlr72 DRAIN ,_5" `2"V UP 1 3Hw5 � ��� 1 3"1:WR % PROVIDE SLEEVE AND 1 4 1/� CWf LBNKSEAL OR EQUAL WATERi1GF1T SEAL AT % >._ ..--__ f v PIPES THROUGH FLOOR / I STAB. /� // - - I 3w UPS ' 3/4" DN TO HB- i - INSIDE ROOM _ . T" /- —1 AREA DRAIN - - - UNE By WNG P-25 MIXy,ING 1 MIN. SIZE - -I T LVE PSSEMBLY -- " FENCED ENCLOSURE - --MIN. SIZE 4 : PROVIDE ✓r SEE ARCH. DWG. Qi L -R S'.: AA" +PE 5 SIZE IF REQUIRED 7.- a DEAN TO f' WASTF I BY HYDRAULIC CALCULATIONSt)'�1 IPMP -'A07 I -r-GAS METER ".3're'T:3N- SEE DETAIL ' OR CODE SF�E I1EiAIL_ DYf„ sA_ 2 i ,i DWG Mf,2 = r _A E ,,,- 1T UP GAS VENT UP MIN. 10' DRY SYSikM jRtSER7 \ 1,\ ._, .. '- GAS (MED. PRESSURE - 2PSI) MI \. 8" AFT. 1B P?1NT EXPOSED GAS PIPING GREY ENAMEL r - / - -- --- . ( A✓11,. T O WAIVE, /8l`EP GW O X.=' ONTE : 43`Y- (JAUNT - LJ VAX. -0" AFT 17® FLUE UP Allis RAi2GA4E;R8 DAMP -. 2'FFD P2: ASSEM0LY 2 "0 FLUE LP WRR 9ARDMF7RIC DMtP 1" F -P- RISERS `._PROVIDE SHUTOFF VALVES IN RISERS TERMINATE PRE- INSULATED HWS & R PIPING AT 12 "AFF. PROVIDE TRANSITION TO FIELD INSULATED PIPING JBO -021 C HWS & R FROM BLDG 0 & D 3 "FFD PMP -A01 1011 Wisetem Avenue SUlte No. 70{ Seattle We 98104 F. 206/340 - 9$19. ;, P. 20G%340 9500 s, PRV ASSD63L Y 2_ ARS &R \B 3" FED STACKED GAS TRAINS (2) VENT THRU ROOF PMP -A02 ROBERT FOSSATI'ASSQC 801 Second Avenue, Suite 1000 Seattle Washington 98104 P 621-1803. F 621-9740 Structural Engineers HARGIS ENGINEERS ANC- 600 Stewart Sheet, Suite 1800 Seattle, Washington 98101 .. P 448 -3376. F 448 -4480. Nechaniml /Elsctdcal Engulsets' SvR DESIGN COMPANY 911 Western Avenue, # 302 Seattle, Washington 98104`- P 223 -0326 F 03-0125 ChM Engineers NAKANO DENNIS 300 E. Pike Street Seattle, Washington 98122 P 292 -9392 F 292 -9460 Landscape Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna OIsd Seattle, W051119 9140 98105 P 523 -9690 F 523 -9692 Food Service HWR HWS 1. 1/4" MEDIUM / PRESSURE GAS / TO BLDG 0— TO PMP -A08 PRV,VTR 2" LOW PRESSURE GAS TO K'TCHEN (924 MBH) 4" HWS & R FROM BLDG A THE GREENBUSCH GROUP 919 NE 71st Seattle. Woshington 98115 P 524 -0593 F 524-0830 Acoustical Engineers C3 MANAGEMENT GROUP 25. Central Way --- ' Kirkland, Washington , 98033 P 828 -2468 F 628 - 2784" Cost Estimators . - 1/2 3L ELCTR AL DRAWINGS FOR ELECT. PANELS- BOILER 51(47 SHAT- RE APP_ 7' FROM WAR_ TO ALLOW 0-VARIANCES FOR ELECTRICAL GEAR 140'F TO KITCHEN BOILER ROOM PLAN - FOUNDATION SCALE: 1/4• =1: -0" - - BOILER ROOM PLAN - LOWER SCALE 1/4 " =1' -0" A42004049 13 , • 14I14}r?f( r CONTROL VALVE (3 1:, ) AUTOMATIC AIR VENT BLDG A HWS 4- d6 -no-:( (PIPE TO DRAIN) ` 3° AUTOMATIC WATER \\ BLDG - -B FIWS A a 3 FEED ASSEMBLY LOCATE MAX. 5'AFF ' T WAITS 909S -QT -SU BLDG C &D HKS - L A 84 6" e r CW MAKE -UP NOTE NOTE #4 j 8"o CONCENTRIC DIRECT VENT FLUE UP 1" FILL BYPASS A45'. /T 2"V ON-1 Lit .`3"V DN 2 "V (IN-/ I e{ 1r 1 i 3" 1 J PUMP PACKAGE - ---, JAS -A01( AIR SEPARATOR VALcVET(TYpr �lJJJ PMP -A01=1 5" HEADER i� PMP -A021L �Da-- ct� --1�0_ � ` J 7 FLOOR L PUMP SKID 122 FLUE U. 2'V DN THRU 514. LT 2 1/2"V UP 2 1/2" DN HERDER I MIN. S"AFF U; 2"V DN DOD & TRANSITION l 1 L_ --IEF -A121 KEY PLAN LOUVER (B.O.L. 10'AFF) 1/2" SCREENED OPENING 12x12 MOTORIZED DAMPER 3'- 0 "83' -0" LOUVER (B.O.L. 10'AFF) ADODm ATIONADDAOCMD l( SHOAL ' MIDDLE &NO 4628 South 144411 ;Stripijt Tukwila, Wouhingttinl APPROVED FOR THE OWNER HEATING SYSTEM DIAGRAM NONE L168 10 UP & DN TO WITHIN 12" AFF & 1 2" BELOW CEILING W/ 1/2" MESH SCREENED OUTLET (BOTH PLACES) NOTE 1. ALL. DRAINS TO RUN AND TERMINATE OVER FLOOR DRAINS. 2. PROVIDE UNIONS FOR NON - FLANGED EQUIPMENT .REMOVAL 3. CONNECTION POINT TO PUMP PACKAGE. 4. CONNECTION POINT TO BOILER PACKAGE. JOB NO . 99478 ISSUE OAIE DRAWN BY : Rd,c.:. CHECKED BY';- BOILER ROOM PLAN UPPER SCALE 1/4 " =1' -0" - R CIT' of ECEIVED TuxwlLa BOILER Ri PLVIVIL IIYtV'1 PLAN PERMIT CENTEF KEY NOTES L'Y DRY FR= MA GN. N TO CRAW EE LSPACE. SEE SHEET M25 FOR CONi1d1llATT O WET FIRE MA6N UP TO SECOND FLOOR & ATTIC. SEE SHAT 142.8 FOR CONTINUATION WHERE APPLICABLE- DRAIN V tTE WITH ELBOW ON S - INTERIOR OF &I7 iNG, WITH ELBOW TO ! 0. 7� SfiiE AT 4 C A "vF. MIINIMI J ROUTE FIRE WAIN INTO WARM ATTIC ABOVE. V PROVIDE SDEWALL HEADS AS REQUIRED. O_•XPOSED SPRNKLER LINES. PIPES SHALL NOT EE LOCATED UNDER LIGHT FIXTURE OR CIEUNG GRILLES/DIFFUSERS. Q 7 DOWN TO FIRE HOSE CABINET. SEE ALSO PLUMBING DRAWNCS FOR LOCATIONS. <> PROVIDE HIGH TEMPERATURE (286 'F) SPRINKLER HEAD FOR KILN ROOM. O PROVIDE SEISMIC CONNECTOR AT SEPARATION WALL. GENERAL NOTES NSPECTOR TES vALVE LOC , ONS OBTAJN ACHITECT APPROVAL ON ALL DRAW VALVE LOCATIONS IN EXCESS OF THOSE SHOWN. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF WALLS. SEE SHEET MO.1 FOR SITE FIRE PROTECTION" WORK. WORK IS REQUIRED BY WASHINGTON - ADMINISTRATIVE CODE TO BE ACCOMPLISHED UNDER THE DIRECT SUPERVISION OF THE DIV. 15500 CONTRACTOR. SPRINKLE ABOVE AND BELOW SUSPENDED SEE STRUCTURAL -DRAWINGS FOR GUIDANCE/ A � REQUIREMENTS ON PENETRATIONS THRU -/ L y .LOCATE DRY SPRINKLER SYSTEM AR • COMPRESSOR(S) &Z STRUCTURAL COMPS3NEIS:S. t DRY VALVES :N BOILER. ROOM A144, MECHANICAL 1Al PENETRATIONS OF STRUCTURALS_i£MENJJ,� PLATFORM IN. BOLDING A FOR BUILDING A I FOR 'PIPING 18.SUBJECT 7O- -Re.EW AN) CRAWLSPACE, - J BUILDING .'C" MECHANICAL PLATFORM; A P .OVAL BY STP,.". P., +FOR CANOPY (PARTIAL)- & PLAYSHED AREA DO NOT LOCATE PIPING OVER ELECTRICAL PANELS IV- 1N OR SWITCHGEAR. REFER TO ELECTRICAL DWG'S. DRAIN VALVE LOCATED ON INSIDE OF BUILDING (MIN. 10' AFF) LBOW TO OUTSIDE OF BUILDING AT 17 AFF. Q PROVIDE DOUBLE THE NUMBER OF HANGERS REQUIRED UNDER NFPA13 IN AREA WHERE _-� AT ABOVE :i /P) KEY srMBOl 1 WET FIRE SPRINKLER COVERAGE OF SPACE ABOVE & BELCW CEILING. DRY FIRE SPR N en, R COVERAGE OF SPACE am 1 ARCHW GLANS FOR LOCATIONS OF CONCEALED PIPING. ALL SPRINKLER HEADS ARE TO NT DRY PENDANT. Vi - e T-L3 1= ISE / - X BACKFLDW PREVENTER & - i�IRE RISERS SEE SHEET M2.7 r —: - c D7 M5.2 -, _7'y fKt . ` ( Q - 001 2 / DRY FIRE MAN DN-, L4 A � - -F rah 1.^- 1 UNDERGROUND PUMPED FIRE & 6 FIRE SERVICE SEE SHEET 140.1 REFERENCE ONLY - - / SEE C1116,—DRAWINGS" PROVIDE/THRUM/BLOCKS AT ALL CHANGES {)F DIRECTION (TYP), .-- CONNECT TO HOOD / FIRE PROTECTION SYSTEM (SEE K DWGS FOR DEIAL) — / / 1�L +' r-s`L SEE SHEET M2.10 FOR ADDITIONAL 1 / INFO AT ALT. BID PLAY SHED. +�+> COMP -CD1 I—/ 3,SE BID (NOT PART OF PLAYSHED ALTERNATE) —1 UG. FIRE MAIN SEE SHEET M0.1 AND CAAL DWGS. m / /> T RO 1.7 SPRINKLERS FCR ~1t - �ELEVATOR & ELEVATOR ) Mr-Cr' NE ROOM ?ROvnDE SD.ENIV. VAL'.E. COORDINATE_ • WITH D V. 1600O SPPLNK ?5 NOT REQUIRED I N VOID SPACE UNDER PLATFORM -T S FILLED WITH INSULA!ION 1 x l q(TYP) IRE D' =F lmF4 .. _ COORDINATE. WITH MECH, . -C11, t ELEC, STRUCTURAL FOR FIRE MAIN LOCATION (TYP)= CEILING , BREAK CEILNG BREAK / F DE ,UP' 7/ 4. ro ) LOCATE PRAA_VALVE ON WEST -SIOE OF COLUMN I --LOCATION UNDER BID ALTERNATE No. 14, "- SEE DWG. M2.10 L SEE REFLECTED .t CEILING.-PLAN AND SEE M2.2, PIPING J THROUGH HOLE IN BEAMS .f�' RY FIREMAIN P. (&DN_T.. FIRE PROTECTION PLAN — COORDIN /,=E WITH MECH. ARCH, ;> ELEC. STRUCTURAL FOR FIRE MAN LOCATION (TYP) is TYP Io TYP���_ NOTES. . PROVIDE DRY SPRINKLER PROTECTION IN ALL GRA, SPACE /BASEMENT AREAS. SEE DRAWING M2.9, 1 RECEIVED CITY OF TUKWn.,^ PERMIT CENTER A I C H 1 T I C, 1011 Western Avenue SUite NO. 701 Seattle, WA 98104 F. 206/340 -9519 P. 206/340 -9500' ROBERT FOSSATII.ASSOC. - 801 Second Avenue Suite 1000 SeoNle; 00 F too 98104 P 621 -1803 F 621 9710 Structural Engineers " HARGIS ENGINEERS,. INC 600 Stewart Street; Suite 1800 Seattle. Washington 98101 - P 448 -3376 F -448- 4450.; • Mechanical /Electrical .Engineers' SvR DESIGN COMPANY-' 911 western Avenue, / 302 .. :r ". Seattle, Washington 98104 - P 223 -0326 F 223 -9125 CNN Engineers NAKANO DENNIS " 300 East Me Street -- Seattle, Washington 98122, • P 292 -9392 F 292 -9460 ... Landscape Annftects • GEORGE BUNDY and ASSOC. 1026 NE RCWlnno Blvd Seattle, Washington • 98105' P 523 -9690 F 43-9692 Food Semce THE GREENBUSCH GROUPI1 919 NE 714 Seattle. Washington 98116 P 524 -0593 F 524 -0630; Acoustical Engineers C3 MANAGEMENT GROUP 25 Cen0a1 Way Kirkland, 986811gtan 96033 P 821 -2468 F 828 -278 Cost Estimators [� AINIENDUM /3 4/14/95 REVISIONS C7 EY Pow /® 181 SHOWALT MIDDLE SCHOOL' 4628 South 144th Street Tukwila, Washington .98168. APPRO. FOR THE OWNER BAH. JOB NO : 99475 ISSUE DATE : 6 +95 DRAWN HV CHECKED BY . COMPOSITE PLAN - FIRE; PROTECTION ti STALE SYMBQL / KEY WET FIRE SPRINKLER COVERAGE OF - SPACE ABOVE & BELOW CEILING. DRY F1RE SPRINKLER COVERAGE OF SPACE BELOW CANOPY OR IN CRAWL SPACE. SEE ARCH PLANS FOR LOCATIONS OF CONCEALED PIPING. AI.L SPRINKLER HEADS ARE TO BE DRY PENDANT.• KEY NOTES O DRY FIRE MAIN 50 ATTIC & CRAWL SPACE. SEE SHEET 142.7 FOR CONTINUATION. - -� - O WET FIRE MAIN UP TO ATTIC. SEE SHEET 42.7 FOR CONTINUATION. CDP.AIN VALVE OCATE ACCESIBLY ON EXTERIOR OF BUI! DING. 9' -0 P.F.F. O ROUTE F'RRE MAIN INTO WARM ATTIC ABOVE. PROvIDE SIDEWALL HEADS AS REQUIRED. O EXPOSED SPRINKLER LINES. 2° DOWN TO FIRE HOSE CABINET. SEE ALSO ; PLBG DRAWINGS FOR LOCATIONS. J O SPRINKLE ABOVE AND BELOW SUSPENDED CEILING SYSTEM. DRAIN VALVE IN CRAWL SPACE. RUN DISCHARGE TO ELBOW OUTSIDE, 12" AFE, SECOND FLOOR FIRE PROTECTION PLAN 1011 S st§iJ4/lvep' Suit& No 713'" Seat6e.'Wa F: 206/340.9515`" P. 206/30=400-_, ROBERT FOSSA771 ASSOC,' 901 Se6Ond Mctllue, Suite:1000., Seattle: - Wdehinqq'tton :.,98194 • P`821 -1803 ''J1321 -9740; Structaral,,En iere -*:r • HARGIS ENGINEERS, 600.Stefeart Street, Sully 18007, Seattle, Washington 98191 P 448 -3376 F 446 -4450 :'.. 944995icM/Eleetricaf EnglnO44T SvR DESIGN COMPANY,' 911 Western Avenue, % 302 Seattle, Washington 98104 ■ ° P 223- 0328'.F 223 - 0125. Civil Engineers ' NAKANO DENNIS 300 East Pike Street Seattle, Was ton 98122 P 292 -9392 F 292 - 9460''' Landscepe Architects - GEORGE BUNDY al[d °ASSQCv 1028 NE Ravennp 9Wd0 - Se523, 6',91rgton BB1,OS.;• P 523 -9690 F 52J- 969x': Food Moire THE GREENBUSCH GROUP`' 919 NE 71st 5.4, Washington 98115': P 524 -0593 F324,0680 Acoustical Engineers ^1h,. C3MANAGEMENT:GgC 23 Centrg1 Wulf'' K911044, 9 9Nn9lgn'• P 828 -2468 'F 828- '. Cast Estimate. ' r— DF RISER WET SPRINKLER MAIN DOWN n DRY SYSTEM / AIR COMPRESS GENERAL NOTES IONSTPECTAOR TEST VALVER OCATIONS LL OBTAIN ARCHITECT APPROVAL ON ALL DRAIN VALVE LOCATIONS. AADDENDUM T '4/18/60 VII REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF WALLS. SEE SHEET MO.1 FOR STE FIRE PROTECTION WORK. WORK IS REQUIRED BY WASHINGTON ADMINISTRATIVE CODE TO BE ACCOMPLISHED UNDER THE DIRECT SUPERVISION OF THE DIV. 15500 CONTRACTOR. SEE STRUCTURAL DRAWINGS FOR GUIDANCE/ REQUIREMENTS ON PENETRATION THRU STRUCTURAL COMPONENTS. ALL PENETRATIONS OF STRUCTURAL ELEMENTS FOR PIPING IS SUBJECT TO REVIEW AND APPROVAL BY STRUCTURAL ENGINEER. DO NOT LOCATE ANY PIPING OVER ELECTRICAL PANELS OR SWITCHGEAR. REFER TO ELECTRICAL DRAWINGS. ATTIC SPACE ARE PROTECT ON PLAN _ m r ,V• om, >~ e,c 1 D- —SEE DWG 52.4 & 52.5 FOR / FURTHER DEFINITION OF CRAWL / SPACE AREA. PROVIDE DRY / SPRINKLER PROTECTION FOR "._ ALL CRAWL SPACE /BASEMENT AREA DOOR TO CRAWLSPACE 'M FORT FIRE MMN UP ry:/, I ,' irr.��ice � i!,=., C_-/-',-_, p r, © • - J .. OR'l FIRE MAIN DP ri-K-fni-Wfr __/fr drrli , L irf", - -1 //OVA V. 4 4 i�117c4 �iiii�� t� rid/ ',114, --O A KEY PUW YDt7HiIIATO4AID'A SHOW MIDDLE 4828 South 144th <Streetl Tukwila, Washington .981, APPROAED FOR THE OWNER DOOR TO CRAWLSPACE JOB NO ... 99475 ISSUE DATE : 5 -8-95 -. DRAWN 8Y CHECKED BY : 48. GRAD SPACE (BLDG. A ) FIRE' PROTECTION PLAN SECOND FL COMPOSITE PI AN ANT) ATTIC ARE PROTECTION. PERMIT CENTER .tiLSTING RA DUCT TO • ".71.INDERFLOOR DUCT CR --WEST SIDE _TO 'REMAIN. • :••• EXISITING 60424 RA UP CAP DUOT 3' BELOW PLATFORM & REMOVE DUCTWORK BELOW THIS. ' PROVIDE NEW RA GRILLE IN THIS 3 _HIGH DUCT. ----rt — ' et 0. NG 28114 DUCT I REMOVE EXISTING , GRILLES - S-47to'a 14 ftFF (BOTH SIDES) REMOVE EXISTING GRILLES • 4_..O.WNNIBEECIROnENTING •:II-CONNECT TO .s4 €)!;,9'2. ' ® T2-4;39600 - 14' AFF (BOTH SIDES) ! 1 4`0 1 L1 L 77. REMOVE EXISTING DUCTWORK BELOW PLATFORM THAT IS DEMOLISHED. .0.D.R.-12•AFF ••--R L ,s12x51020 \\L J 4,41_ _ _ _________ . SEE NOTE 1-•,„ NOTE:6 1. RELOCATE EXISTING SAWDUST DOLIECTION DUCT SYSTEM ANE4PROVIDE NEW DUCT- TO CONNECT-TO THE DUST . ',COLLECTOR AND EQUIPMENT-. = •44=',`;,") qsco 8,8 5,150 12x12 B.O.G.= — - T•-150 14' BIT — - - — (BOTH SIDES) FIRE NOSE C INET WITH r, FEED FROM FIRE SYSTEM- - • - _ SEE-SHEET 102 8 — 3/4"CW SEE SHEET M2.3 BUILDING C ALTERNATE NO. 14 NORTH EXISTING SAWDUST COLLECTOR TO REMAIN. SEE NOTE y' DWG M4 1. REMOVE INDOOR FILTER ASSEMBLY AND / PROVIDE NEW EXHAUST DUCT SHOWN. SEE. DWG 414.1. 42'0 2'is°_,M RADIAL ARM SAW) —Er . BASE BIC = 10X10 IRHE-BDI 8"-250 CD— (2 PLCS. TYP.) IL NOTE: ROOM 41116 AND ASSOCIATED 4; , DUCTWORK IS ADDED UNDER j THIS ALTERNATE. SAWDUST ' EXH IS MODIFIED. PROVIDE fu1LlA 791-074,7gRit's,'3"cc,,Vg" DUCTWORK EXCEPT M. U. AIR GRILLES SHA, DISCI-LARGE SOUTH RATHER THAN NORTH) L AS SHOWN ON 444.1 FOR 11-i STXLIT - f3WILDING B ALTERNATE NO. 12 rr SCALff. Fir - 7NC)RDI feopeRTJ, Stodne • • '.4.1'21;''' StructorRLIDOMIT!IV, •••• HA(48,-tdGINEERS: BOO Stewart street, selte.:t ,..4, . ' ' SyR DESIGN .. 9seepnvto*"",...e4oleetitetteeo'''', 4,3.4: OBT.z507•,',...-• spa 28?:A:2 -,:ou!iti:7921:15,:,...411:::°' GEORGE BUNDYd, 1 523-0B90F 8834- se4X bi‘spit'o?"'98122 . LnneaRapc Archlte0i ,,,,-. Food -SOON; ANNO8coTEnglnotro,,,, , T,14,,,,e0:Ed859282,:iiRi:Eii...,,..,EN59,_ ,LEp1b::::......18,21-1.,.:79,q,.N.;(1, 4,' C3 MANAGEMENT"G,R13-4. ADDENDUM 43 4628 south -144th' Tukwila, WashinsfOr.11,, APPROVE/ FOR -ME OWNER JOB NO 90475,, ISSUE DATE • B-8454 DRAM BY 184 ":..r.• CHECKED BY •, • .. '_•_•-•"":•-",' • WATER- PIPING RISER' DIAGRAM 100V.t,0103 AND B105' 2" _ 1 1/2" OWATER PIPING 'RISER -DIAGRAM C ROOM A165 SCALE: NONE • - ; • • .• • \-1)1_ I - 11- 206J54- 0, 205o ,StirLe• FPA!,stis- Wl0gW. 4819:0. - 0NilNI1Eqgb kARGIS 44 4 •Ne£*044.4,00 SR DESIGN CCM 11.1.11.erst, P 223..1;14 , ,i4P0100d DENNS 39019, P 202-9382 •;2939019, W.hit1, 1 * 4 LandsopiE,AmhIte*,,,,• 010805 s;gt '3 1 „ • :,„P• 523•-t699,0 039998 • THE GREER8,0 C 0a89. 8988 • ; P 1 1/5 , 1 1,-1A H.$ P 1 P-I P-1 P 11P-TjAP114414 WHA P-4 , , • Hilt] -'71-ii,=, 1 3FL/c041,:W CONNECT TO r EXISTING LINE BELOW 1 1/2" _/4" 1 1 /41-, WATER PIPING- `RISER ..DIAGRAM ROOM D104 - SCALE. NONE _ ) 3/4, P-4 WHA ° _ 2AP 1 HB P - I A J 2A 1 ) 55 CI 1/21 I" s- 21CW & 11HW DOWN TO 1$T FLOOR. SEE DIAGRAM C• FOR CONTINUATION. O WATER PIPING RISER DIAGRAM ROOM A221 , • SCALE. NONE \1\ • • APPROVED"FOR THE 09710 ' 994.; , cil0o9Efk0 - 11- 6:4-„4-4,-., I j -aF:L -Big I--- ACCESS ± ---- -12'a✓ MEZZANINE PLAN — MECHANICAL ,E7x 40.40 SCALE 1/81 = 11-01 (R31 E UP EXISTING EXH. DUCTAS REQUIRED TO AVOID- CONFLICT. WW7T4 1 CEILING ELEMENTS. INCLUDING tJ FUSFRSl Y" A, AND LIGHTS „,---1E -3021 r- L2851800 HOOD TO REMAIN / / _gp;I 1` • - R20r'ATE DOSING 'I' - 5 -0.- TeWORK AS SHOWN -4 ;-_-•,., 1 ID_OCATE 6)80 :_.,GOD8X1e -, ' �!_ `-8X24 TG i � 3500 1/2, ! BOG 12' :. -. [WT., 24X, (E).6. � 1 12X12 (6) b- -- \- 403 L‘6./1 tom-. 305. /- SAVIOLIST COLLECTION MIT to REMAIN 155 -8013 21-0, TO 24024 0R_ANS)310N • �-REMOVE 6 �0 -802 AN S`u -BO <._1," -,. • . tI--- - =2100 - 1- ✓'i -I M 30X16 HtiC /� JX14 /1s -:750 _ = 1 � - �G4' N _ L/R S�Da ..D , -- 18018 T TO S 2C - I M .,0X18 HWC I9 Qt ON ROOF - I'S -1750 �' \ �i bxl l-5 "8X18 �. 'a- r'sj ) HC-081 P.O.C. TO 30018 (6) 1 24X24 RG R -1500 x110 to kf..)5 -250 TYP 6 P. 18324 RG 1200 11 �,� 18X18 HWG tEj G TO G / 024X6 RG :'7' S 1Z00%R .X1e r) 11 - - 7 "e CO-- 75-130 C7 As-'m 1 /3,12012 RG J= 120 = P.O.C. TO r 2x7 F 2X8 (E) 20)0 (6) 3.0.6. TO 16810 (E), TYPICAL 3 320003' - P.O.C. TO - • G 24024 X207 (6): - OR -960 - 80. t 5 -7i 30, -.., 5 -7000 G .�. (3 tt271 D19CT ,E) L--.„ T _ - _ 8 "0 CD 1-i 2 -200 - `t` 1EMOW£- "EXISTING 36312 COMBUSTION AIR : GRILL" P3-T- 4'ti CE LING PER ARCH. INSTALL '1 NEW EG AS INDICATED. - ' X24 ? ?5fl P O.C. TO 18X18 (E) :. P.C.C. TO 18X70 (6) 12°2 CD (7- 340 {r TYPICRL _ • 2 12x12 0E -100 (7 700) 1 12X12 RO R -260 24X24 ,LX14 3.0.0. 10' -8'AF6 1 � ( I i5015 SA UP TO t4.:;. -3021 315 RA UP TO 11.11.1A-1021 L , SEE LARGE SCALE PLAN DWG M2.7 J {` 8x9 CONNECTION TO HOOD, TRANSITION TO 12X12 12X12 LIP TO P'. ON ROOF X7'0 S.S. FLUE FROM BOOSTER - HEATER UP 7.37201 ROOF > » j 12X12 EG N -100 1Q'e E ? A 8.a RO 5 -200 r - j E 3. 3 ' ®2-34302 G R -1000 (EAR) 1 - -±- _ E015NNG EXHAUST A( (-` 16 0 CO \ LOUVERS Ys-350 \ RAISE UP EXISTING EXH DUCT AS /' REQUIRED TO AVOID CONFLICT 61TH `11` 1 CEILING ELEMENTS, INCLUDING DIFFUSERS AND LIGHTS j -'_ ✓0722100 = a r7C,i- i - 580 IYP 2 26026 UP iC MUA -A0J ON ROOF 0BOVE I EE -1141 ON ROOF ABOVE 107" X 47 " ROOF CURB ABOVE \ -SEE MECHANICAL PLATFORM PLANS SHEET M4.10 FOR DETAIL THIS AREA 24X12 G T -180 124X24 '�T -270 / TYP. 2 �p�6acD I a'a cD `• �/5 -780 / , 20X18 ! ITCHEN HOOD 24324 STAINLESS STEEL uP 22X20 30X14 MAKEUP DN. TO H000(3300 058) -22830 DN TO .001)7430058) - 1- PROVIDE S.S. GREASE DUCT. X12 MAKEUP ON TO H000(2600 CFM) 300 5 -350 WALL CAP CABLE TRAY SEE DWG. 63.1 KEY NOTES: 0 EXISTING GRILLES ARE HIGH & LOW. REMOVE EXISTING GRILLES & DUCTWOR r L0.13 - GRILLE. PROVIDE TRANSITION TO NEW HIGH WALL GRILLE (SAME 00CAT101 AS EXISTING NIGHWALL LOW R. A, PROVIDE NEW GRILLES & /OR 35BA0MICING TO GEM INDICATED. ADJUST BL AD FOR. 3000 AIR DISTRIBUTION WHERE AFFLICAB.E . C0', 3000VE & CAF DUCTIACT, AS :NDIy0 70 5• CUT N W FIRE/ 00067 3370 0(0 EXISTING DUET AS SHOWN ODRYER VENT., TO ROOF G46 TERMINATE BEHIND DRYER W GUY Sjl2t.' 31,._2 DRYER VENT WALL BOX': ,ILN VENT .1P THROUGH PtITED SHAFT Tn Rnn TEN,AN TION _ (PROVE 00317 00 :0N: ITT XISG KHAL ;: FA CEILING AS REQUI :RED. ER PACE MOTORIZED DAMPER OPERATOR 00-13061 TRANSITION 12X10 ?'! 12 "0 OR 1000 EXISTING RELIEF HOOD AT ROOF TO 3E0 AIN.' PROVIDE NEW BIROSCREEN. <0> REKIOVE EXISTING INDOOR FILTER SYSTEM FROM SAW DUST COLLECTION SYSTEM. INST,L SMOOTH RADIUS TURN & DISCHARGE AS SHOWS:_ O VE', T. 13 PROVIDE NEW 24" HIGH RELIEF PLENUM DU:;" 31 0 P:OD. ROUTE DUCT TO EX;S'.ING ROOF HOOD. `L4) EXISTING REHEAT COIL, -0 BE REUL. ANED W /REHEAT �..// COIL, AS, INDICATED, REMOVE ASSOC.. HAS & H. PIPING. PROVIDE DUCT MODIFICATIONS TO MATCH NEW SEE COIL AS REQUIRED.-' - <5> EXISTING SOUND TRAP.. 0 REPLACE EXISTING TRANSFER GRILLE W/ NEW AS SHOWN. 17 CONNECT -NEW EXHAUST FAN TO EXIS[ING DJ('TWORK. PROVIDE DUCT TRANSITION AS NECESSARY 10 HATE A/EXISTING. Ig REMOVE BOILERS, E %P 100100 TANK, PUMPS &AL.- RELATED PIPING FROM THIS AREA COMPLETE. REMOVE CONTRO2S AIR COMPRESSOR. 19 PROVDE NEW 40X20 (VERIFY s4E, resT, t ", DAMPERS. REMOVE OLD DAMPERS AT I.O. - .AVON Sr;OA'v. MAr:E DUCT MODIF-CATION AS NECESSARY Tr,, ACCOMMADATE - THIS WORK. -- C% 4"0 RIGID DRYER EX, VENT DUCT: RUN IN CRAWL SPACE BELOW FLOOR. -- v._ OEXISTTN RELIEF HO, AT ROOF 00 BE 1E0006[1 AND � �- ..PATCH- 006036. ,N °A- AoZ Md)4- be S ?ie-/o4ec/ I k* I-a•e (mite ✓s 1- haw"' - Rer bed -goM au 3(i) ' M.(. 110 proyaL &n• Zo% o'F )• 41 restrtritg_ 21T.SEE SHEET 844 FOR DUCT LAYOUT IN THIS AREA FE 73131 FIT -3126 10810 - \n %a R 3 3011162_ H WG / GRILLE ! BEHIND -- 2016 JP' a a CD _ �-. -4X10 V.:! 7c -100 T. 8% CD 5 -200 2X12 OT -700 AHU -A04� 36X20 UP- 36xa6 1 CITY OF fUNi'IILA APPROVED AUG 2 2 1995 BUILDING DIVISION nR?X24 B.O.G. 8 "AFF 001 12x12 36X12 -000 FIT -A103 (C 61 16012 UP 3 -1160 6'd FIT- A.125 '2X16 UP " CSAV G 24X24 160 24 CT- $DO - - -- NITER BELOW : - •'LAY CASEY- `- - - 6X10 UP ,r -8X16 UP 12X12 --/0..-3--- `24220 - -. FIT - A; 01 (00120 n nCD 14 "0-F �Z6X70. HWG 033. FIT -1110 FIT -1107 1070 CD 5 -3,00 `DRYER VENT CAP O24X24 G R 0 ID'CO"' S -250 ;FIRST' fLt? . 0 8 C H I T E C T 8 ,. 1011 Western Avenue Suite No. 701 Seattle, Wa 98104 E. 206/340 - -9519 P. 206/340 -9500 080RT FOSSATTI ASSOC. 3 Second ?.venue Suite 1000 Seattle, Washington 98104 P 21 -1803 F 621 9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Sheet, Suite 1800 SectJe Wa Fi gt 98101 f 448 3376 44E 4 ANCh onca /Ele..dcal Engineers SIR DESIGN COMPANY 911 Western Avenue ) 302 5oaltle Washington 98104 P 223-0326 F 223 -0125 Ng Engineers NAKANO DENNIS 300 Lost Pike Street Seethe, Washington 98122 P 292-9392 F 292 -9460 Landscape Archaecls GEORGE BUNDY and ASSOC. 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Servke THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524-0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25 Central Way Kirkland, Washington 98033 F 828 -2 F 8 828 -278 Cost t O Est mators RENSIONS DATE 1) KEY PUN is AIOD6liATION AND ADDf110N TO SHOWALTER MIDDLE SCHOOL 4626 South 144th Street Tukwila, Washington 98)68 A-PRCPAD FOR THE OWNER DATE J08 NO : 99475 ISSUE DATE : 5 -5-95 DRAWN BY R.C. CHECKED 8Y _. LB. FIRST FLOOR I' PLAN -A SOUTH AND BLDG. B H.V.A.C. RECEIVER - � CITY of TuKWIiA PERMIT CENTER M4.1 SCALE 6814. DOWN 70 DUCT ENCLOSURE CT TO EXISTING BELOW GRADE DUCT 18X18 A_L DUCT_ 12X12 E -400 ( ) 24X8 5-475 6 7YP 24X 2 (E) ; OR -1425 1 U--400018-7 LlE 35'1 i 12x12 _1/ l £Q :.,J' `lS -irvJ v y 1' L11���sramm :ice =Ftleja w.;imrsota� �s— L 1 P.G.C. TO 16X14 (E) i0"0 CD ADJUST FOR BALANCED' SUPPLY /RETURN 8'a CD (E) S -130 FLEX DUCT TRANSITION 8.6 r -1 CEILING F E 1S' 1 • 1 .�4 L1E 2oQ � _ _� 10x.0• (5 TYP) S -38G�= ` SO LARGE- sew., FLAN THIS DRAWING FOR ROOM 0110 LAYOUT. ,r, 0S q DETAIL KEYNOTES: �!iEET M4.11 iZ3R DG,At± OF AREA A30VE LINED BOOT CEILING A'It ! N..'1.4 1'!, -� 'W; 1010 Western Avenue Suite No. 701 Seattle Wa 98104 F. 206/340 -9519 , P. 206/340 -9500 ROBERT FOSSATII ASSOC. 801 Second Avenue, Suite 1000 Seattle, Washington 98104 - P 621 -1803. F 621 -9740 Structural Engineer HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle, Washington 96101 P 449-3376 F 948 -4450 MechanIcal/ElecMaal Engineers SvR DESIGN COMPANY 911 Western Avenue, # 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 Gvl Engineer NAKANO DENNIS 300 East Pike Street Seattle, Wash n ton 98122 P 292-9392 F 292 -9460 Landscape Architects GEORGE BUNDY and ASSOC.' 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523-9690 F 523 -9692 Food Service THE GREENBUSCH GROUP 91e NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 . Acoustical Engineer C3 MANAGEMENT GROUP 25 Central Way Kirkland, Washington 98033 P 828- 2468.i1 828 -2788 Cost Estimator (TYDEW GRILL P. 4 ALL PLACES SECTION SCALE: 1 " =1' -0" _ - EV -2 . -(4 YP) 10X10 S -225 10X10 S -225 ,- 14x14 �.TC 24x14 PLENUM —14x12 I 12X¢12 AHU -A03 42X3 5 -440. 24X42 -590. 10Xi31 S -25b LOW R.A(B.O.G. Ei APE) O DUCT UP. 22X11 BEAM PENETRATION.(DUCT IS 18x6) REMOVE ALL DAMPER CONTROLLER FROM W. Os REMOVE EXISTING THERMOSTAT. PATCH WALL & REPLACE WITH NEW THERMOSTAT AS SHOWN. �, 14x14 _._'_. v O T -SDD O' T -24x12 500 12x12 UP 7818 fgp fiL. -_y 14x12 UP 20x18 [-` ..7-F•170,— 20x20 UP 16x16 1 x24 `� %J341 /t) VR -1840 „ #3- YP,) 3 /41r HWS kR UP 4\ - i TO MECH. PLATFORM SEE DWG _ M4.7 16,6 UP - 18.14 - _1646 UP E -12x10 - - - `'-18x18 REVISIONS 54x18 WITH 18x18 + V.DPR R -1920 UP TO 20x20 RA DUCT 44x6 (2 T1?) 5 -960 9 24,2 (2 TYP) 14x12 UP 8x8 S -150 010 V 5 -250 WI-001 +-SEE DETAIL ! DWG. 45.2 LIIY Of fUKVJILA APPROVED AUG 2 2 1995 P u LDING DIVISION '5, nox AHD awiuxm SHOWALTER MIDDLE SCHOOL 4628 South 144th Stroet Tukwila, Washington 98168 , APPROVED FOR TIE OWNER DATE,. " Al FIT -A174 -63"_-‘,',88a (4 —) 12x10 6xi0 (8 TYP) —14 "0 FLUE UP — XFMR i L ELEC7. PANELS , `\ ix 1 JOB NO : 99475 ISSUE OXTE : 5 -5 -95 ORA. BY : R.C. CHECKED BY LB. ROOM D119 SCALE: 1/2" = 1' -0" NOTE. ALL EXISTING PLUMBING (EXCEPT F00 FLOOR DRAIN) I 1 SHALL BE REMOVED (INCLUDING 4'0 HATER STORAGE TANK). ___\ REMEig CITY OF TWCb+nLn FIRST FLOOR PLAN xuE- Ler = 1r-ei • • TH PERMIT CENTE.- FIRST FLOOR ..e PLA NI —A NORTH, JI AND BLDG. D H.V.A.C. NOTE- FOR RD ALT. AC'_ 14 DWG. SfL O A. ! 'C H .1 T 1011 Western Avenue Suite. No 701 Seattle, Wo 98104 f. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATII'ASSOC.. 801 Second Avenue, Solte '1000 Sedge, Washington 98104. P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS. INC 600 Stewart Street, Suite 1800 Seattle, Washington 98101 P 448 -3376 F 445-4450 Mechanical/Electrical Engineers SvR DESIGN COMPANY 911 Western Avenue, 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 East Pike Street eattle, Washington 98122 P 292 -9392 F 292 -9460 Landscape NchBeets GEORGE BUNDY and ASSOC,' ... 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Service CABLE TRAY CONDUIT RACK 2 .'0 DUCT —� DRY SPRINKLER MAIN KITCHEN THE GREENBUSCH GROUP 919 NE 71st Seethe, Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUF:',� 25 Central Way Kirkland. Washington '98033 P 828 -2468 F 828 - 2788.. Cast What= - , REPLACE COIL. IN EXISTING UNIT. PROVIDE HWS /R PIPING, MODIFY UhP, RA DUCTING ADDENDUM j3 FOOD STORAGE A142 ELECTRIC RJOM FIRST FLOOR .P. LAN- BASEB ID KEY NOTES V REMOVE EXISTING THERMOSTATS & INSTALL NEW AS SHOWN. PATCH WALL -AS - REQUIRED. CAP ,EXISTING PNEUMATIC PIPING. T SEE M4.1 1 FOR CONTINUATION INTO .MECHANICAL ROOM ABOVE T: +X DROPS DOWN INTO 44526 DUCT. WHICH PRESENTLY TER MINATES, IN "A SCREENED OPENING BELOW THE STAGE PLATFORM FLOOR. 'PROVIDE NEW 30524 DUCT BELOW FLOOR TO CONNECT TO T1-1I5 DUCT ONCE SCREEN IS REMOVED. ROUTE ,DUCT BE STX,G STAGE FLOOR AS SHOWN TO EXISTING RA GRILLE 1N FACE OF E - - - `�,J REMOVE ANY AND ALL FRAMING WHICH BLOCKS THESE DUCTS. REFRM4E STRUCTURE AS- REOUIREO BY ARCHITECT. O CONNECT EXISDNG GRILLE TO' NEW 30X24 RA. DUCT AT THIS POINT. 02STING PADDLE FANS. REMOUNT AS REQUIRED BY NEW LIGHT MIXTURE INSTALLATION. Ra,..MOVE.EXTSIING SA DUCTWORK AS REQUIRED BY NEW RAMP INSTALLATION. INSTAL NEW 5CTWORK AS SHOWN. RELOCATE EX'SDNG SUPPLY GRILL. ES. TAL. UTE DUCTWOR6E FaS P,EOL+IRED BY NEW RA DUCT INSTALLATION. MXNT.AN IZ C1-EAR ABOVE CABLE TRAY WHEREVER POSSIBLE. PERPENDICULAR CROSSING OF CABLE TR,AY'IS PERMISSIBLE. AVOID RUNNING PIPING AND DUCTWORK '> PARALLEL- A,ND;AB,OVE CABLE TRAY. SEE ELECTRICAL DRAWINGS FOR CABLE TRAY j. LOCATION" �F.SEWNERE t'..^ ---'~ CITY OF TURWILA APPROVED AUG 2 2 1995 RUILDING DIVISION' AIODEINZAfl0N AND AMMON'Io SHOWALTERr MIDDLE SCIQ_-_ 4628 South 144th Street .. Tukwila, Washington 98160 APPROVED FOR THE OWNER J08 NO : 99475 • ISSUE DATE : 5 -5-95 DRAWN BY ; R.C. CHECKED BY : L.B. PERMIT CENTER 041 DUCT (EVERY 20% —, /� LIGHT 24o�: — ROOF OVERFLOW ROOF DRAIN 0045050 TRUSS CONNECT 000 TO SCUPPER SCUPPER FURRED WALL SHOTCRETE CEILING �c7 SECTION v SCALE: 1/4" - REFRIGERANT PIPING IN VOID SPACE WALL PARAPET BEYOND SEAL WALL PENETRATION WATERTIGHT REFRIGERANT PIPING ON REDWOOD 12x4.12 SLEEPER (6' O.C.) W/ SOLID COPPER 1 STRAPS & NAILS KITCHEN ROOF 2ND FLOOR D CONCRETE WALL SECTION SCALE: 1/4" = 1' -0" 0 r KEYNOTES 16615 UP & 95X16 TRANSITION DOWN -56X18 3617011 OF SCI Fft. \. -_30X6' -. US-.780.. _. 16"0 12 TYP. p� 24X24.1. +16x6 V 0 -1350 12518 -1E3'4* 'Ar:I 6 4X10 -11P' de DM 10X6` 18X10 41V tiJ5,50 1{61:16 UP 4;016 UP \'a {�DN , #REFRIGERANT -PIPI 5 -100 ,Fff -A209 r tirrIO AHU =AC/6.. � SEE' DWG_ _444.6. 12516 UP 0 -0N - -IfLt6 UP .& 4am 26x52 RA H.I AHU A04 / 7'1'060'4/V61 6X48 ' ON -6000 'IAC TYPE ML r� 30"O 16216 UP & DN 0110 OF 1DKWILII APPROVED AUG 2 2 1995 oivtsio ^7- 12X16 UP 1 0 C 5-250- - -. Fir -020 1E308 14x14 12012 - -- - -- -- _ _ �5y' -p500 _. - 4 R- -2000 BAc)Si.1 I 1 A B C H I T E C Y i 1011 Western Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 - 9500 ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suit! 1000 Seattle, Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street. Suite 1800 Seattle, Washington 98101 P 448 -3376 F 448 -4450 Nechanical /Electrical Engineers SvR DESIGN COMPANY 011 Western Avenue, if 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 CO, Engineers NAKANO DENNIS 300 East Pike Street Seattle, Washington 98122 P 292 -9392 F 292 -9480 ' Landscape Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenno 61vd Seattle, Woshington 98105 P 523 -9690 F 523 -9892 Food Service THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 PcousScul Engineers C3 MANAGEMENT GROUP• 25 Central Way Kirkland Washington 98033 P 628 -2468 F 828 -2788 Cost Eslinwtors • FUSIONS 1—J KEY PLAN MODERNZATO1 Ate ADDITION 70 SHONALTER MIDDLE SCHOOL 4628 South 144th Street Tukwila, Washington 98168 -. APPROVED FOR 111 OWNER DATE 208 NO : 99475 ISSUE DATE : 5-5 -95 DRAWN BY. , R.C. CHECKED BY 'L& • SECOND FLOOR PLATY - BLDG. A SOUTH - H.V.A:O. °BLDG A SOUTH. TUH RECeweo CITY OF 4VILA PERMIT CENTER M4.4. SCA2E t 1/6=1' -0 A t- t, • H 1 1011 Western Avenue Suite No. 701 Seottle. Ws 98104 F. 206/340 -9519 P. 206/340 -9000 ROBERT FOSSATTI ASSOC." 801 Second Avenue, Suitc 1000 Seattle, Washington 98104. P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Sui6 1800 • Seattle, Washington 98101 P 448 -3376' E 448 -4450 echaniaal/ENctr4aal Engineers SvR DESIGN COMPANY 911 Western Avenue, j 302 Seattle, Washington 98104 • P 223 -0326 7 223 -0145 CIA Engineers - NAKANO ,DENNIS 300 East Pike Street • Seattle, Washington 98722 P 292 -9392. F 292-9480 Landgcape Architects GEORGE BUNDY- and :ASSOC.. - 1028 NE Royenno 01 - Seattle, Washington 9805 P 523 -9890 F 523 -9692 Food Service . KEYNOTES: 40> 16X16 UP & ON, O2 20)420 RA UP O 20x18 5A UP OA 14x'2 RA UP G 14112 SA UP O 16x16 UP & 36x18 16x16 TRANSITION ON TO iN BOTTOM OF SO'FIT. R -1350 O 16x16 i,P THE GREENBUSCH 080103- P524-0113824169&9 - Acoustical Engineers C3 MANAGEMENT GROUP 25 Control Way 6)Haand. Washing096 98033: P 828 -2468 F 828 -2788 ; Cost Estimators 6 Ci8x10 s -6/5 / ADDENDUM /3 O DUCT IN ATTIC SPACE 1.2 YP} 5 -400 12x12 ;10 TY'P) 12°0 -14"a rs_ 24X30 DN. (r 00&0U0S pp ` j 4 ".7 57- DN" >!? r16%20 SA.DDN. REFRIG. PIPING SEE DWG. 614.12 REMSIONS �Ar4U 401 SEE DWG" 044.8 171 f� x12 ) �_ � `JS -450 12 (4 TYP ra '1.-1804 11AC. iYPE.:l4L SOt7Nk l( 14x14 5 -590 14^1 & DN UP T_42.23 KEY PLAN J _.®48x24 U R -214D W/ 24x16 UP L20x18 UP 12xi2 S -400 14x18 RA UP & DN. 1408 SA UP & DN 2426 T -100 2x8 a2x12 -_ T -100 1 u' u1 rurc,711. , APPROVED AUG 2 2 1905 0x10 -24C -rnwl; Ginsln MOD6tQA170N AND ADDITION SHOWALTER MIDDLE SCHOOL 4628 South 144th 598660 Tukwila, Washington 88168 16x-113- FIT-A229 FTT -A228 FIT '$"ir -A226 16x10- 00 \ 5 -100 -70x12 UP' APPROVED FOR THE OWNER JOB NO . 99475 ISSUE DATE : 5-5 -95 DRAWN BY R.C. CHECKED BY L8, SECOND FLOOR PLAN - BLDG: . - A'', NORTH - H.V.A. SECOND FLOOR. PLAN - BLDG A - NORTH cm R of CEIVED ruKwlu PERMIT CENT[ M4.5 .,. SCALE : •1 /a= 1'°Q.', REFRE. P,A,NG DN. �REF12iG. PIP1NG ON. SEE DWG. M4.4 —\. 2D" PLENUM, SCE DWG. 114.4 .. ; ,- PRIMARv AIR TO J FIT BOXES SEE PIT SCHEDULE - - REFRIGERANT PiPR.G DOWN SEE DWG.'M4 MATO, LINE . XPANS;ON LOOP 3" 1 -30X24 ON ,-24x24 _ Ja - -_ - — -_-- 722„4.,,4- ,__.2, - - - - - i c' -4" HWS & R 00. 1 36 30 SA- 36,36 TRANSITION'.. 1 TO 32432 DN.-, \.t F TBE3 AIR i0 BO SF- F ? SCH RULES On O CONT. r VF, ^NHS StE R DWG. M LOOP i - -2:" ENUM 36X25 1 -1/2" 24 ".- / RH-A73 24 X-/ — 36X26 DN L26.'0 ,--60X26 AP TO RH -AT 0 ` -28X72 LP TO RH -A11 UPPER PLAN SCALE 1/4- _. 1• -D° `'=`q • —,6x15 ON -x126 1413- A2111 (BELOW): 12X78_ DN 14X15 DN -, ., FlT -A1311 1ETF -A2121 (BELOW) 11 ►J 12X16 Dry z 12X16 DN� L12X16 ON pp''�1 MAINTAIN 24" -''.7-----,...,-,---- J-" - --MMte BEAR -- - LINED - -{ SPACE, TYPICAL 2 "' THICK LINED _ _ RA BOOT - et; - Q 1ox18 ON 70X1(r. j ' .}N - :X16 ON } 2X12 D 16X16 REFRGERANT PIPING UP & DN FILTER —CC (DX , HMO: ACCESS PANEL °LUG- 15X16 RA 24424 14,14 EXH -1412(CONNECT TO SAT 1 ,6X,4 -� 48x20 OA / PLENUM &L DN - —4'F GP & DN i I UP &DM- ANU,A061 �rT -At OI TRANSFORMER-I iflT -AT t5 j 16X16 ON 1._.2.,' 1 1216XI4 TRANSITION 11 TO 1E1°0 ON (EXH) —15X14 SA DN ]2X177 RA, DN �6X RA DN . 6x1Q ON i 1 i FIT -A1031 `, I A 16X16 DN - MOISTURE EUM. ACC (DX TYPE) FILTER M/B r1T -A117' (BELOW) *1 16X16 RA AN -A125 Tv POT -A20 (BELOW) 'PT -A119' µl7 -A2a1a (BELOW) LOWER PLAN SCALE: t/4° = i' -0° m qs-cxD/Q — r.T -Al2, _:T -A206 LFIT -A,12 F _- A124 (BELOW) KEYNOTES' CONNECT 2" F1RE 5PRINK_EP ENE TO HOSE CAHNET O?P.O'41DF V 6' -2" HIGH , 3' WIDE C_EAR ACCESS N FRONT DF UNITS AND ✓'_ AN ACCESS BATH THRJ .— DELETE PRE DAMPE^ OP, c/5 TAMPEA ADD FIRE DAMPER. DELETE DWI; SMOKE DETECTOR A UN1 . 48x28 'JP r TO 00- 400 --' MAT, LINE CONNECT UNIT SECTION WITH FIELD DUCT TO R/E -A01 SECTION. DUCT AROUND UPTURNED BEAM. -- 26252 R.A. DOWN —, AHU -A04 - I I R /E -A01 I I 1 -32x32 O HW5 PI NR 2 "FD - -- - 18X10 Div __ y 'fl OFFSET ` - PLENUM � \- UPTURNED BEAM(12.5 "ABOVE oP of sLAB) GENERAL NOTES: ALL ROOP- PENINGS SHALL BE WITHIN JOIST S°ACF(UNL. SS NOTED OTHERW50). REFER ARCH & STRUCTURAL DRAWINGS. _. PROVIDE FIRE DAMPERS IN ALL D'U0T PENETRATIONS OF ATTIC PLAN WAIL APLRE NOT SHOWN A,READY. ARQ4DE FIRE /SMOKE DAMPERS WHERE SHOWN_ A ^C iLAN IS A RETURN AIR. PLENUM. ON,_1 NON- COMBUSTIBLE CONSTRUCTON ALLOWED MELT REGULATIONS OF BLDG AND MECH. CODE F3R PRODUCT USED IN REPJRN AR PLENUM - hill JAN A 1PP0,o.1 AUG 2 2 1995 CITY OFETLK E PERMIT CENTER BAASS I-1 A M C H I T C T M 1011 Western Avenue SUitP No. 701 Seattle, Wa 98104 F. 208/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI ASSOC 801 Second Avenue, Suite 1000 Seattle Washington 98104 P 621-1803 F 621 9740 Structural Engineers HARGIS ENGINEERS INC .0 Stewart Street, Suite 1800 Seattle, Washington 98101 P 448 -3376 F 448 -4450 Mechanical /Electncol Engineers SvR DESIGN COMPANY 911 Western Avenue, T 302 Seethe, Washington 98104 P 223 -0326 F 223 -0125 CivJ Engineers NAKANO DENNIS 300 East Pike Street Seattle, Washington 98122 P 292 -9392 F 292 -9460 Landscape Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna Blva Soot., Washington 98105 P 523 -9690 F 523 -9692 Food Service THE ME ENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25 n.I Way KiNdaM 8 , W'a4inglon .98033 P 828 - 2468 1 F 828 -2788 Cost Estimators REVISIONS DATE NKSMIZATION AND ADDITION TO • SHOWALIEA MIDDLE SCHOOL 1 4628 South 144th Street Tukwila, Washington 98168 4PPR0vED FOR THE OWNER DATE .108 NO 99475 ISSUE DATT 5 -5 -95 DRAWN BY - - -RC. CHECKED BY : LB ATTIC PLAN - COMPOSITE PLAN - BLDG A M4.6 SCALE : 1/4"41.-0" 20X18 EXH DN 30X30 OAI BOTTOM -. UP 3.-6" ABOVE PLATFORM FLOOR; f L20X18 EXH r. A-! C' -H 1 T I a 1C 1011.; Western Avenue Suite No. 701 Seattle, Wo 98104 F..206 /340 -9519 P. 206/340 =9500 36X36 TRAN'ST!ON TO 40''S6 DN 18X18 H -24X18 UP TO RH -A01 TRANSITION DN TO FAN TRANSITION ON TO FAN 24X18 UP TO Rh -AC2 8 %18 P,A TO R/E -ADS - -,DVC. 414.5 - IL-A03j FiL- AO4; -'f `-SEE DWG. M4.8 FOR CONT. N 'ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suite 1000 Seattle, Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle, Washington 98101 P 448 -3376 F 448 -4450 MechonimVDectncal Engineers SvR DESIGN COMPANY 911 Western Avenue, R 302 , Seattle, Washington- 98104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 East Pike Street Seattle, Washington 98122 P 292 -9392 F 292 -9460 Landscape architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna Blue Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Service MATCHLINE ' THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers, C3 MANAGEMENT GROUP 25 Central Way Kirkland, Washington 98033 P 828 -2468. F 828 -2788 Cost Estimators UPPER PLAN SCALE 1/4` =7' -0 "' DiSCQtitEC (TYP) - -2OX1& Dt)\ f � r12X12 UP TO F A 1 12X12 DN --,.i I REFRIG.'P1P1NG - FOR 3 + ; 12X12 E•A..,i ": CONT- SEE MSc. X14.12 - ; - - i- -_- t TJ- - - h _ r 1 - _dam! REVISIONS DATE - 8X70,, N'.. • - :{FIT- A7011 !11T -A204; (BELOW) 18X14 HU -AO: r<> 74X18 ON -16X16 DN L1i ,-MA TCHll4E A107, 16X15 DN -1 6X16 DN 1 KEY PLAN E . 1e110=C.A1ION AND ADIXTON TO SHOWALTER MIDDLE SCHOOL FIT -A1761 j IT- A229� (BELOW) 2. PROVIDE FIRE DAMPERS IN ALL DUCT \_ - AND AS AN ACCESS PATE. THRU 4628 South 144th Street Tukwila, Washington 98168. 16X16 - 4PPROVED'FOR THE OWNER 94TE LOWER PLAN SCALE 1/4 "=1' -0° ' KEY NOTES: GENERAL NOTES: ATSO ARO &OPESN OSA OD ST N ROS PROVIDE MIN. 6 -2 HIGH 3" WIDE CLEAR IN FRONTOF-UR41T5 1? SEE DETAIL M5.2 v CLEAR ROOM. PENETRATIONS OF ATTIC PLAN WALL WHERE �ar3r -r -mac, a,�' - ^ -..mo t , NEC SHOWN ALREADY. PROVIDE FIRE /SMOKE l4 DELETE ARE DAMPER OR F/S DAMPER. ,, DAMPERS MERE SHOWN. -S7 3. THIS ATTIC PLAN IS A RETURN AIR PLENUM. �` MEET REGLATONS OF BLDG AND MECH. CODED V DELETE DUCT SMOKE DETECTOR AT RA 1 'A FOR PRODUCTS USED IN RETURN AIR PLENUM. UNIT.. - ) e MATCH'. !NE SEE M4.8 FOR CONT:NU ATION�� J08 NO : ISSUE DATE DRAWN BY cH5CKED BY 99475 5 -5 -95 R.6 LB. _�- ADD. FIRE- DAMPER. :` ONLY NONCOMBUSTIBLE CONSTRUCTION A'LOA I bKi+ILTL PROVED qG 2 2 1995 PI II D!NG DIVISION ATTIC PLAN. COMPOSITE PLAN - BLDG A' RECEIVEo crry of ruhwlu PERMIT CENTER --18 18918 >J 12 ". DN HWR v--1o_ N DN, - 1 AD ,T5/2 T -A175 8 s / F-288-26 g 48924 JP - TO- RH- AO5. ., A A ��241Q4 '1,Q8 in - REDUCER -: - - 18x18 l; 20.0 r 0 1N, TO F IT -A174 AND '0 FIDT -A227" ■ F^. -24x24 k 0,28 DN --� 18;18 DN 20tb ;. e MI { {Ali IIO s Z\ `- -RIDS U NE 24x24 .92E LP - - RH- A06 1•Ext'/G'N UPPER .LEVEL PLAN r-r1EFRIG. PIPINC"'•c / SEE - -2112. M4.5 16x20 20918 ON - 7- 20x18 EXH. RIDGE LINE - 6918 DN r r -A ?75{ FIT - A22E4 FOR � -18x18 li rr /,i•• 11 28928 ' -fit j '\ '-I-ACCESS. 18%, i 46928 UP O RH -A03 TO RH- A07 GENERAL NOTES: - drk NIriF -AO 1- ALL ROOF OPENIN2'S SHALL BE VA THIN JOIST SPACES (UNLESS NOTED OTHERVASE). REFER TO :ARCH • STRUCTURAL DWGS. 2 PROVIDE FIRE DAMPERS IN AIL DUCT PENETRATIONS OF ATTIC PLAN WALL tM1ERE NOT SHOWN ALREADY. PROVIDE FIRE /SMOKE DAMPERS SHOWN. - .. A E-rfiTo-.51- �7 C7 ( DN. TO FT! -At'3 \AND F ? -A226 3. Tri15 ATTIC PLAN IS A RETURN MR PLENUM, ONLY NON- COMBUSTIBLE / CONSTRUCTION ALLOVA-D. MEET REGULATIONS OF BLDG. AND MECH. CODE FOR PRODUCTS USED IN RETURN AIR PLENUM. n24x24 1U -A01 14x14 ON 1 &18 48924 UP LNED RA 800' ' 14x12 DN-� 20"0 G. PIPING :r SEE DWG. M4.5 E -48x20 OA PLENUM - 72926 OA ON TO UNIT I ' I 40910 E.. DN' -ryT -j' _L-- FIRE DAMPER, _ n ,��♦ (BELOW) —. j i�� I i A lctttcu;ERANT PIP1NGr SEE .gWG. fij4.�. - '-F-A4 � RIDGE LINE r^ (BELOW') PROVIDE FIRE -RASE CABINET WITH 2w FEED FROM FIRE PROTEOTIOFi- SYSTEM FMC 1 J I 16916 DN 16916 D5t • rFI -A17 0T-A227( (BELoi f IA1-1U -AOa t 26-26 x v _1 { :7,M_ t• II 1 1 a J+ 16x16 ,40151:44 J UP 28 FLOOR: PLAN d4 "IF 2 KEY NOTES -36.96 DUCT UP _ 10 RH -A(f4 O MAINTAIN MINIMUM 6'--2" HIGH CLEAR ALONG 7 ACCESS PATH (MIN S-0" WIOE PATH) 1 DELETE FIRE DAMPER OR -F /S DAMPER.`,. �24 0 f / ADD FIRE DAMPER. UNDELIT. ETE DUCT SMOKE DETECTOR AT RA 20918 SA 20x20 0 II TO FIT -AZ23 & FIT -4170 (PRIMARY AIR) 24918 - fIT--A771(BOTTOM) FIT-41701( TOP) • °t Ii1J JUP- -� ' r' I' 6F. - X20 %18 DN i` -14 +12 DN ��,4x12 UP &DN � AHU -AD il '4E-30.0-, Qr� , IT -A 3, FIT -A2251 (BELOW] -' zio T- 2 F T -A105I -14,2 VP -24x16 ON 2" Ai (TOP) (BT-TOM) Ep.--1 8 E1\ 8416 DN,- -10.8 t I K ,'ILA APPROVED ALiG 2 2 1995 PERMIT GENIE, B \SSL1,I-P' A R C H I T I C T S 1011 Western Avenue Suite No. 701 Seattle, 40 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI I5SOC. 801 Second Avenue. Suite 1000 Seattle, Woshington 90104 P 621 -1803 F 621 -9740 Stn,,:lural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 S °441x- Woshington 98101 P 448 -3376 F 448 -445p Alechanicar /Electrical Engineers SvR DESIGN COMPANY 911 Western Avenue. d 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 Eases Pike Street Sealle, Washington 98122 P 292-9392 1 292 5460 Landscape Arcntects 7,713(71 BUNDY and ASSOC. 1026 NE Ravenna Blvd Sec. , Washington 98105 P 523 -9690 F 523 -9692 Food Sm." HI. GRI ENBLSCH GROUP g NE 7Ist Seattle. Vemengton 98115 P 524 -0593 F 524 -0630 Acoustical Eny exm C3 MANAGEMENT GROUP 25 Central Way 85klarla, Washington 98033 P 028 -2468 F 828 -2788 Cos! Estimators R,SIONS OATS KEY PUT.' AND,O SHOWALTER MIDDLE SCHOOL 4628 South 144th Street Tukwila, 88551191/1 98168 APPROVED FOR THE O.. DATE JOS NO : 99475 ISSUE DATE • 5 -5-96 DRAWN BY R.C. CHECKED BY LB. ATTIC PLAN- COMPOSITE PLAN - BLDG A M4.8 SC1F • 1 /4 ", -Dr RWS & F:W14 OLF SIDE AIR / Pti -NUM j ' GWSET - --Z -' RH -A11 11WS /P. i -- 24"e 20' it P3 NL AHU -AO4 MODIFY STEEL BAS -AS REQUIRED TP AV0ER10 AIL SciY_1= t/4 SECTION. 24 "0 20x18 r/i SECTION, SCALE: 1/4' = -I FT-A203! SECTION SCALE: 1/4" = 11-0" ROOF LIPTURNM BEAU- 0.2.5 ABC ‘CE FLOOR SL AR) µ9 SECTION I -�_ HWS /R ?-:1 R - SECTION = 1 • -0 48..20 ANGLE IRON STAND LINER RA BOOT SECTION SCALE 1/4" = 11-0° -1 FLOOR UPTURNED BEAM. RETURN/ EXH FAN SECTION IS SEPARATED FROM REST OF UNIT TO AVOID UPTURNED BEAM. EF -009 EF -A01, A02 & A03 FIT -A170 FIT A223 SECTION SCALE: 1/4° = 1 • -U' q SECTION Q �7 k149 SCALE: 1/4" = 1' -0" Lk SECTION SCAt.E. 1/4" _. 1 -G KEY NOTES l ' LOCATE DUCT OPENING BETWEEN JOIST. OPROVIDE MINIMUM 6'- 7 H X 3' W CLEAR HEIGHT ACCESS IN FRONT OF UNITS AND AS ACCESS PAT, L/: OF IUK\NILA APPROVED AUG 2 2 1995 [TTI A 1 C H I T 1 C T S - 1011 Western Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suite 1000 Seattle, Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARGI5 ENGINEERS, INC 600 Stewart Street. Sutra 1800 Seottla, Washirgton 94101 P 448 -3376 F 448 -4450 tA¢chanical/ElBCtriNI Engineers SvR DESIGN COMPANY 911 Western Avenue, # 302 SRO4. Washington 98104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS J00 East P ke Streel Seattl, Wash nq4 98122 P 192 9391 F 292 -9480 Landscape AranR «ta GEORGE BUNDY and ASSOC. 1028 NE Ravenna 848 Pe 5ile, Washington 99992 P 523 -9690 F 523 -9692 food Service THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25 Central Way 6 9and, Washington 98033 P 824 -2468 F 828 -2788 Cost Estimators REVISIONS KEY P. 110061OAnoN MD ADDRION 117 SHOWALTER MIDDLE SCHOOL 4628 South 144th Street Tukwila, Washington 98168 APPRO. FOR THE OWNER DATE JOB NO : 99475 ISSUE DATE : 5 -5 -95 ORM. BY : RC. CHECKED BY : L.B. ATTIC SECTIONS BLDG. . A CITY OFETVII �JILP. PERMR CPJTER Mi /E -BO � DUCT SMOKE'DEdECTCR A R C :I4 L- T C 1011 Wester Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSA1T1 ASSOC. 801 Second Avenue, Suite 1000 - ' Seat9e, Washington 98104 P 521 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC - 600 Stewart Street, Suite 1800 Seattle, Washington 98101 P 448 -3376 F 448 -4450 Nechaniwl /Electrical Engineers Sot DESIGN COMPANY 917 western Avenue, 1 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 East Plke Street P202-0302292-9460 2 Landscape Architects GEORGE BUNOY and ASSOC. 1028 NE Ravenna BNd Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Service THE GREENBUSCH GROUP 919 NE '1st Seattle, Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25. Central Wag Kirkland, 488 Ftan- 99033 P 028 -2468 1028 -2788 Coll Eetlmotors CONNECT TO EXISTING 4 KEY NOTES O. REMOVE EXSLING WATER HEATER & ALL RELATED PlPP7G COMPLETE REMOVE- COMBUST?ON AIR DUCT OR FLUE COMPLETE & PATCH MECHA*DCAL PLATFORM FLOOR & ROOF_ 3 - REMQVE EX TING MOTORIZED DA.A4 172 AND PROVIDE NEW SIZE TO MATCH EXTSTiNC ... ^30 NSF - (VERIFY): REPLACE EXISTING FI! itoS (APPROX. 30 S -F.) REkOVE EXISTING- .B04t. & ASSOCIATED FLUE STACK -& PIPING COMPLETE. LLJ ROOF °PJR .AS NE£.�.SSARY_ EXIS100 EXH FAN P.EPLACEJ_ CONNECT SUCTION j & DISCHARGE TO EX15880 DUCTS. 84X27 (E). ✓� TO EG DUCT SMQ NEw HEr�TINc KE D coERECTOR 1��A'AZ• RUtq REFRIGERANT PIPING TO 111-801 810-.COOLMG COIL: - (84X48 SIZE - PROVIDE TRANSITION) MECHANICAL PLATFORM - BLDG B LOWER PLAN SCALE -- 1/4- ='.7:'-0 - IuKr,IL1; I'Ph: D AUG 22 1995 RECEI CITY OF TOKVED NAIA PERMIT CENTER a1 ADDENDUM 13 REVISIONS DATE KEY 191.1 MOIX3NEADON AND ADBWON 1O ' SHOALTEft. MIDDLE SCHOOL` 4628 South 144th Street Tukwila, Washington 98168 . APPROVED FOR THE OWNER DATE' ' JOB NO : 98475 ISSUE DAIS : 5 -5 -95 DRAWN BY : RC. CHECKED 28 : LB. ATTIC - PLAN -' COMPOSITE PLAN. - BLDG B' - FLEX C64414. —� - r6DX28 R.A. DUCT DX (Q 2X30 2X22.AE) -J 0244P-M1 !. '2X36 PLENUM (E) MOYORIZED FA DMPR AHU CO It—OFFSET DUCT AS REQUIRES TO MIS PLD,UM r14X28 (E) 4 -24' DEEP F.A. PLENUM i 36x24 DN W/ MOT. DAMPER ... \ I �! - yy 1 1 CONNECT TO MIXED AIR _ r _ - \ - SSS - I ENUN1 i / } �R _-14X28�9N. (E) e _ - _ - LOCATION OF MECHANICAL ROOM WAIL - SPIDER SD ALT_ NO_ 14 - LOCATE t.'EW 72x36 RA MLLE Bi TI-RS WALL 36,024 9A.D. l41N. 7' ABOVE PLATFORM FLOOR DUCTL)NER ..i • FILTER BANK 1E) - WATER HEATING COIL MECHANICAL PLATFORM BLDG. C e FLEX CONN. -_ FAN SECTION FLEX CONN. - 42X22 (E).--%. 42X30 (E) 14X28 1E) Pr .4 / _ 60X28 R.A. DUCT DN. (E) MOTORIZED F.A. DMPR ,(E) • ! / / / I I/ I! I _ _J lI REMIOVE„•ST11+h1 HEATING COL 4,ASSOCIATED PIPING {� - - FILTER BANK (E) —) 24'_ DEEP F/1. PLENUM 14X28. -DN. (E) MECHANICAL PLATFORM BLDG. C - 'DEMOLITION G) SCALE: 1/4" 1'. cr q 5 —Cp1cz2 IAHU -D021 RELOCATE= REMOVE EX),S1 -m OA DUCE. & LOUVER' .COMPLETE - i 'AML' -7X)31 --N r- RPtONE EXISTING 24X16 EDv1 ardyzerxe rrracrsa_c� �rrs� sro� DdSDNG 30X24--j ON 4911 DUCT .L REMOVE EXISTING OA LOUVER COMPLETE MI=CHANIcAL PLATFORM BLDG D UPPER PLAN - DEMOLITION RELOCATED OA DUCT 2-1/2" ) A 1—° F.O.C. TO 24X16 (E) —24X16 RA DUCT mitt4 j Z- 48X72 OA PLENUM UP TO RP MECHANICAL PLATFORM BLDG. De UPPER PLAN SCALE: 1147 1 '-4r - • . -. - SCALE: 1/4" = 1 1 REMOVE EXISTING 30X24 • v� COMBUSION AIR DUCT- \'‘‘. — RE'kOVE EXISTING OA DUCTS & LOUVERS COMPLETE MECHANICAL PLATFORM BLDG. D LOWER PLAN DEMOLii1ON SCALE 1/44 = AHU -D011 1 AH1. 03 4 "0 FLUE UP THRU i ROOF W /ROOF CAP 1 �' ' AND FLASHING. 0 PROVIDE HREMASTER \~'^ 17-DUCT WRAP ASSEMBLY FOR ONE HOUR ENCLOSURE /_J I 48X72 OA PLENU UP TO RH 14 "0 FLUE ON TO WH -001 WISIMIMIAMMIE OA DUCT OA DUCT L 10X10 COMBUSTION AIR DUCT TO CAF -001 WITH 200 CFM IOX7 SCREENED OUTLET HIGH AND LOW tAHU -DD1i ■ MECHANICAL PLATFORM BLDG. De LOWER PLAN SCALE: 1/4" = 1' -0'• PERMIT CENTER A it C N 1 T 1, "'C 1011 Western Avenue Suite No. 701 Seattle, Wo 98104 F. 206/340-9519,, P. 206/340,-9500 ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suite 1000""' Seattle. Washington 98104 S P 621 -1803 F 621 -8740 Structural Engineers 088010. ENGINEERS, INC 600 Steedk Street, Suite 1800 ". Seattle. Washington 98101 P. 448 -3376 F 448 -4450 Mechanical /Electrical Engineers SvR DESIGN COMPANY 911 Western Avenue, d 302,,' Seattle, Washington 98104 . P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 East Pike Sheet Seattle, Washington 98122 P 292 -9392 F 292 -9460 Landscape Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna 81. P S ea52le- WmItr1 2' 3 -9989 Food 5 2 Service THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 koo Ucol Engineers C3 MANAGEMENT GROUP 25 Central Way Kirkland, Washington 98033 P 826-2468 F 828 -2788 Cost Estimators REVISIONS DATE KEY PLAN LOWNROONANDADCOMiTO SHOWALTER MIDDLE SCHOOL 4628 South 144th Street Tukwila, Waehington 99188 APPROVED FOR THE OWNER DATE JOB NO . 99975 ISSUE DATE DRAWN BY : P.C. CHECKED BY LB. AT11C PLAN- COMPOSITE PLAN - BLDG C AND BLDG D M4.11 5082.E : 1/4.1' -0" `EXIST.. TO BE REUSED -9011 I', !' : LINE LINE T F C 1011 'Western Avenue Suite No, 701 Seattle, WI 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATl1 ASSOC. • 801 Second Avenue, Suite )000 Seattle. Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle. Washington 98101 P 448 -3376 F 448 -4450 • Mechanical /Electrical Engineers SvR DESIGN. COMPANY 911 Western Avenue, ! 302 Seattle; Washington 98104 P 223 -0326 F 223 -0125 04 Engineers NAKANO "DENNIS 300 East Km Street Seattle, Washington 98122 P 292 -9392 F 292-9460 Landscape Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna 81va Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Servke THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 2, ashin Way Kirkland, Washington 98033 P 828 -2466 2788 Cost Estimators . =2" RD (CONNECT TO DOWNSPOUT) KEY NOTES: 3" RD (REPLACE EXISTING) — CONNECT TO DOWNSPOUT O VTR (EXISTING) '\RD & OPU- (TYP. U.N.O.) REFi GGERATION P!?NVG Y VTR FOR CONTINUATION. SFF C4. M4.& 4. O 0; RH —AD6 3" A-VTR RD & OFD (TYP. U.N.O.) 2 1/2" VTR THERE ARE NO ADD. #3 CHANGES ON THIS SHEET. . ,Ul(i'iiLA APPROVED AUG 2 2 1995 1 "' "'1'L_DING DIVISION Al ADDENDUM 13 4/14/95 REVISIONS DATE 610D@WATION AND AOOMON TO SHOALTER -,: MIDDLE SCHOOL 4628 South 144th Street Tukwila, Waehitlgton 98168 APPROVED FOR IRE OWNER . JOB NO . 99475 ISSUE DATE : 5-5 -95 DRAWN BY : R.C. CHECKED By : LB. ROOF PLAN nnkAPnRITP1 nECEivEo clTV or ruicwiu PERMIT CENTER M4.13 sciu A I 1011 *stem Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9519 P. 206/340 -9500 ROBERT FOSSATTI ASSOC. 601 Second Avenue, Suite 1000 S M9e, Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers' HARGIS ENGINEERS, INC 600 Stewart Street. Suite 1800 eattle, Washington 98101 P 448 -3376 F 446 -6450 Mechanieal/Dectrical Engineers SvR DESIGN COMPANY 911 western Avenue, 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 East Pike Street Seattle, Washington 96122 P 292 -9392 F 292 -9460 Landscape Architects GEORGE BUNDY and ASSOC. ,l 1020 NE Ravenna 91va Seattle, Washington 98105 P 523 -9690 F 523-9692 Food Service MATCH LINE MATCH THE GREENBUSCH GROUP;. 919 NE 71st . Seattle, Washington 98115 - P 524 -0593 f 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25 Central .Way Kirkland, Washington 98033 P 828 -2468 F 828 -2788 Cost Estimators LINE TH ADDS. CHANCES ERE ARE ON NT THS TEEp3 T 71 ADDENDUM 03 ROOF PLAN — NORTH SCAB: 1,1fr =1' —O' KEY NOTES: O NEW 3' RD - CONNECT TO DOWNSPOUTS NO COOLING 3° RD &-OFD — CONNECT TO DOWNSPOUT' BELOW KEY P. 0 MATCH LINE tIIYOI if1H'vVIU APPROp�D AUG 2 2 1955 1C DIVI,SI;jnr 110O6N LATION AND ADDITION TU SHONALTER. MIDDLE SCHOOL 4628 Soi4N 144th Street Tukwi8, Washington 98168 APPROVED FOR THE OWNER DATE JOB NO . 99475 ISSUE DATE : 5 -5 -95 DRAWN BY : R.C. CHECKED BY : L8. ROOF PLAN nnMINIRITP CITY OF TUKWIL4 PERM, CENTER viEATtfk CAP Ra7 -SEE - - FiS,ST#1AfG f ME041011CAL - ARCH. PLANS - . ''CURB 4 C-At4T BYES2ci FLUE.- HEATING WATER COIL STORM C011AR - 3C'F DISirIARGES .TURD WALL- . �J ATTIC CR ai41A.0 ROOF AS EXH. FAN -SEE DtCA1EO ON PLANS. SEE SC4'EDULE FOR -...PLANS Ft_SiZE THIMBLE INFO 1 - - r FLASNIN G - I - r PROVIDE WALL ROOF _\ ANGLE MOUNTING - - - !.. CAP MATH BRACKET SECURE ( j1 BACKDRAFT TO CEILING FRAMING — . : DAMPER" - .„ ROOF SLEEVE FLUE FLUE DETAIL NO SCALE CEILING \ INTEGRAL EXH. GRILLE CEILING EXHAUST FAN DETAIL NO SCALE - WALL-SEE ". ARCH. PLANS 'TUBULAR PENETRATION;: AIAS_E t;C (Y) - siRo ruRC WAY VARY - PROASS CLARN.CE TO MOTOR ACCESS me, FAN MAINTENANCE WA STYLE MAY VARY IN SIZE AND STYLE AJR HANDLING OR EXHAUST FAPJ EQUIPMENT MOUNTING DETAIL SCALE_ NONE PETE'S PLUG THREE -WAY MIXING (TYPICAL) �Coo 5 oROL ■VA(�Ly�VE ARMSTRONG " CIRCUIT SETTER HEATING WATER —tp 8 — E RTURN ALANCIVR COCK (FOR 3 -WAV VALVE BY ?PSS) BALL VALVE /- �� -SU PING WATER ►i HOSE - ?RO'J10c /4" THREADE7 IN VPL.rE AT EACHD�OIL J MINION STRAINER WITH BLOW OFF VALVE HEATING WATER COIL PIPING DIAGRAM GC 4LE'. NONE (FOR ALL AR HANDLERS. '.AC'S & FAN CQ3LSJ NOTE PROVIDE 3 WAY LA'1' A` RHC-HS & RHl_ -B T- IT- A223r /AHU VA03, FIT A170, FIi A76, FIT -A134, FIT- A'.26, FIi A211, AH'v -DOJ ANO ` AHU -COI. PROVIDE 2 WAY CONTROL VALVES A. ALL OTHER DEVICES. ""'T 1 120V. BY DIV. 16000 EXHAUST FAN - SEE PLANS 81RD SCREEN S-S- FASTENERS CURB & FLASHING ROOF SEALANT DRAWBAND HOOD LEAD FLANGED SLEEVE ' COMP. BASE FLASHING % ROOFING PLIES SPRINKLER HDS IN HOOD & DUCT iNSULATSON ROOFTOP EXHAUST FAN DETAIL NO SCALE - I ROOF PENETRATION NO SCALE FLOW SWITCH 0.5. & Y GATE VALVE 120 V BY MECH CONTR. - MAKE AJR-TIGHT. WITH SEALANT GAS LINE TO COOKING EQUIPMENT GAS SOLENOID VALVE NORMALLY CLOSED BY DIV. 15000, ASCO OR EQUAL. KITCHEN FIRE PROTECTION DETAIL NO SCALE • ALL4 AROUNDI BOTH S DES ATTACH TO SLEEVE ONLY DUCT U I Y OF VJ K'UJL:; VPPVVVF5 AUG 2 2 1995 Faun: „c nngs o:.. FIRE DAMPER SL Y FIRE DAMPER EE MFGVE . DUCT OVAL CONNECTION MAY BE USED FOR AREA5 WHERE CL'G SPACE 6 IJMTTED ACOUSTIC unJING SHEET METAL SCREWS SPACED ON CENTER DUCT Jerre SALASER ISOUARE OR NECK ROUND) FFORMED STEELLL FRAME CLOSURES SPRING — ACCESS DOCR DOPER D FIRE MOUNTING FLANGE DAL EQUALS FLEX. DlA RgEUSER .NECK CONC..'WALL FLEX. 01A. PLUS 1 1/2 -FBTE DAMPER ELVA11ON DIFFUSER CONNECTION DETAIL 1 HOUR OR 2 HOUR BLADE LOCK 5 8° ONE HR. RATED GYP. BOARD ENCLOSURE BY TEN. CONTRACTOR FIRE DAMPER DETAIL NO SCALE RECEIVED aI1Y OF TIIKWILq A R C H I T E C T S . 1011 Western Avenue Suite No. 701 Seattle, Wa 98104 F. 206/340 -9515 P. 206/340 -9500 ROBERT FOSSATTI ASSOC. 801 Second Avenue, Suite 1000 Seaele, Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARCIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle, Washington 98101 P 448 -3376 F 448 -4450 Mechanical /Electrical Engineers SvR DESIGN COMPANY 911 Western Avenue, / 302 Seattle, Washington 90104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 300 East Pike Street Seattle. Washington 98122 P 292 -9392 F 292 -9460 InMSCaPe Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food Service THE GREENBUSCH GROUP 919 NE 71st Seattle. Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25 .Kral Way Kirkland, Washington 98033 P 628 -2468 F 828 -2788 Cast Estimators REMSIONS KEY PON iiAak M 0EIN ATIhN APO ADDITION SHOVIALTER: MIDDLE SCHOOL: 4628 South 144th Street Tukwila, Wast Ington 98168 APPROVED FOR THE OWNER DATE;,. *, AB NO . 99479 ISSUE DATE • 5 -5-95 DRAWN BY : P.C. CHECKED BY . Le. MECHANICAL I, DETAILS PERMIT PENTEF M5.1 SW. ;,1/8'. — AliTOMATiC A:R '.ENT DE -PP-- TRA, 1/4 - i3 -a,% --- - -• /-- MEZZANINE JJ FINISH FLOOR O COPPER TiiB1Na ORAJN ORM TO NEAREST R-OOR.- NOTE PROVIDE AT' HIGH POINTS IN MECHANICL ROOMS INHERE INDICATED NOT=_: EROViDE CJMPLETE ASSEMBLY AS REQUF.2ED. REGULATORS NOT REQUaIRREEDD AT ALL LOCATIONS. kSRPT PRIOR TO ROUGH -1N. GAS VALVE - REDUCF3i AS SEE -FLOOR PLAN FOR - EXM.T -SIZE [pppppp[LL11RRRR��ESSURE REGULATOR - NT TO OUTSIDE AS REQUIRED cip,mpING RAG .JOIST - -\ NON- SHRINK GROUP ;NSTRLLLED BY GENERALS CONTRACTOR 5/6° PLYWOOD SOLDER. LEAD COUNTER FLASHING COLLAR TO COUPLING MINIMUM OVERlAP TOP RCCFlK G A t C H I T 1 C — LEAD FLASHING (3 LB.) 1 O 1 505 FIA5 555 REDUCER _ AUTOMATIC AIR VENT DETAIL SCADS: NONE UNION DRIP LEG ASSEMBLY TYPICAL GAS UNIT CONNECTION DETAIL NO SCALE _ VIBRATION ABSORBER ON PIPING INSIDE UNIT PIPING THRU -ROOF SEE DETAIL , �L i DPAN PIPE FLOOR DRAIN NOT TO SCALE CONDENSING UNIT Rival & SOLDER ALL 24 GA. G.■. HOUSING JOINTS WATERTIGHT 2" WIDE SLEEVES SIZED TO SUIT PIPING SOLDERED TO HOUSING / WEEP HOLE /T /` • � � SEAL 1ti /MASTIC - ROOF ROOF CURB BY GENERAL SIGHT GLRS W/ MOISTURE INDICATOR FILTER DRYER 2x4 \ -BOX AROUND 0555 BETWEEN _J06T5 SOLENOID VALVES EXPANSION VALVES GAS PIPE ROOF PENETRATION NO SCALE ROOFING & FLASHING SPA COIL EVAPORATOR ROOF DECK PIPING WALL HYDRANT (EXTERIOR HOSE BIBB) DETAIL NO SCALE REFRIGERANT PIPING THRU ROOF DETAIL NO . SCALE A.C. UNIT REFRIGERANT PIPING SCHEMATIC NO SCALE - 3° HIGH PRESSURE DOMESTIC COLD WATER 3" BUTTERFLY BYPASS (N.C.) 4 COLD WATER TO SYSTEM 46.00- FLOOR PLATE - -. 4. RIM JAY F SIAii' FIG. 106 OR EQUAL CAULK W_/ LEAD & OAKUM &J. AROUND —4" TO BLDG_ A. & - R I— 4" TO BLDG_ C - & D FLOW SWITCH (TYP) .-S &Y " TYP WjTAMPER SWITCH - DOUBLE CHECK BFP.3 �n ,v , —ELOOR SUPPORT (TYP)J - -6 SPRINKLER DRY SYSTEM RISER COLLAR SIN: METAL COLLAR g INSTALLED IN -SUCH MN VIER 1HALT ?HE TOP COVER SHALL BE FLUSH WITH THE SURFACE OF THE FINISHED FLOOR. INTERIOR CLEANOUT DETAIL NO SCALE --2" SPRINKLER TEST VALVE AND PIPE —10 "0 PVC SUMP / -FROM TRAP PRIMER PRESSURE GAUGE W /COCK (TYE') UNION (TYP) SUPPLY PIPE FIRE SPRINKLER RISER DETAIL SCALE: NONE BUTTERFLY SHUTOFF / VALVE (TYP)— 1� `WATTS 2235 (1 ") W /S TRAIN ER r 29 GPM ® 10 PSI DP SET FOR 75 PSI OUTLET WATTS 52230S (2") W/STRAINER 136 GPM ® 15 PSI DP SET FOR 70 PSI OUTLET - -FLOOR PRV ASSEMBLY DETAIL SCALE: NONE FLOOR 10 "0 TO CO REDUCER CO CAST IRON HUBLESS PIPE TO THIS POINT SPRINKLER DRAIN DETAIL SCALE: NONE 12" HIGH - -- , HEAT TI l^""tir -t, 7— REDUCED PRESSURE BACKFLOW ■ EXPANSION TANK / PREVENTER WATTS 909S -OT -SU �- EMERGENCY WATER SHUTOFF > (AMTROL ST-05) / ,- -EXPANSION I 1 SWITCH IN ROOM A217 '(A OL -0 1 ' TANK (AMTROL ST -05) �TO FLOOR / WHA -SIZE A -EMERGENCY GAS SHUTOFr DRAIN 1 1/4' --I / PMP -A03 �jJ SWITCH IN ROOM A217 SEISMIC BRACE 1" RECIRC. // 1" NPHW & NPCW, T PUMPS 3/4" NPHWC TO .ANCHOR TO WALL \ _ - - NPCW -1 Fy - SCIENCE ROOM d1 -- p � _. • � A216 I T , r .T 'F1 FLUE t 1 "NPHW & NPCW, 3 /4"NPHWC & 3/4" GA5 10 SCENCE ROOM A217 TO FLOOR - D,J3eVNI WATER HEATER CIRC. POMP 1----STORAGE TANK (WHERE SPECIFIED) I `- 2" HIGH GALV. DRIP PAN TO DRAIN THERMOMETER NOTE: - �-` TO WATER HEATER W/ DRAIN - POMP ARE LOCATED i —U TYPICAL GAS WATER HEATER DETAIL SCALE NONE • G —A GAS SOLENOID VALVE A2 16 ON MECHANICAL - \ PLATFORM SEE �1 �- EMERGENCY GAS SHUTOFF °� SWITCH IN ROOM A216 DWG. M4.7.WH1 :2 �51 EMERGENCY WATER SHUTOFF 1" 0 TO FLOOR D��RAIINN -'11 j \ SWITCH IN ROOM A216 GALV DRIP PAN EISMIC BRACE, ANCHOR TO WALL SCIENCE ROOM, WATER - HEATER DETAIL SCALE. NONE.:.. LILT Pur ROVED I,�ri.Ci lA AP ADG 2 2 1955 CITY OFEiUrcWILF. PERMIT CENTER 1011 Western Avenue Suite No. 701 Seattle, Ws 98104 F. 256/340 -9519 P. 206/340 -9500 ROBERT 100095)1 ASSOC. 801 Second Avenue, Suite 1000 Seattle, Washington 98104 P 621 -1803 F 621 -9740 Structural Engineers HARGIS ENGINEERS, INC 600 Stewart Street, Suite 1800 Seattle. Washington 98101 P 448 -3376 F 448 -4450 Mechanical /Electrical Engineers 51 DESIGN COMPANY 911 Western Avenue, { 302 Seattle, Washington 98104 P 223 -0326 F 223 -0125 Civil Engineers NAKANO DENNIS 30D East Pike Street Seattle, Washington 98122 P 292 -9392 F 292 -9460 Landscape Architects GEORGE BUNDY and ASSOC. 1028 NE Ravenna Blvd Seattle, Washington 98105 P 523 -9690 F 523 -9692 Food ServIce THE GREENBUSCH GROUP 919 NE 71st Seattle, Washington 98115 P 524 -0593 F 524 -0630 Acoustical Engineers C3 MANAGEMENT GROUP 25 Centro) Way Kirkland, Washington 98033 P 828 -2468 F 828 -2788 Cost Estimators REVISIONS 4/14/95 OATS KEY PUN 14006MBA11DN A!12 AADITION R9 SHONALTER MIDDLE SCHOOL 4628 South 144th Street Tuklila, Washington 98168 APPROVED FOR THE OWNER DATE • 408 NO : 99475 ISSUE DATE : 5 -5 -95 DRAWN BY : R.O. OHEC1(ED By : 1.8, MECHANICAL. DETAILS