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9370 SW GREENBURG ROAD-15 x .,c ri f, ~ - Tltie: .Job 0 1 0.50 P, Associated Consultants,Inc. 1750 SW Skyline Blvd. Suite 20Date: 10:27AM, 16 MAF 01 '1750 Description Portland,Oregon 97221 T(503)364-0460 F(503)Ems'4)459 scope; l 0 *•mall manouchCassocicansscom _ _-� Popo ff ys00, �`F ATIONS 1 a l „ 1 a: .rM•l,~r u �,.�� Multi-Span Timber BeamCTURA,LCALCULit _� e_o �:�ITR•URECEIVED Description a e.0 )Ct 4- G3 4 11D� L�1• t4"[ori.• APR 2 2010 - Fee oral inforn,ail�n --- - - FOR f � Douglas Fir,22F-E5 FD:f9aalc Allow 2,200.0 pal Lad Modulussillon 1.700.0 kN n/1 �� Q Spans Consideiad Car'hwoua Over Support Fv:Basic Allow 166.0 pal Load Oursrori Fsraor 1.160 I -1 �' • f J��CONST � sVl� COL.. �(�.t�1�1�i •-- -----+-- - 1l _ ___ __. � Calculations an designed to 1N7 HN and 1N7 uac R�squksnrente V I i ' �.�z M4 ` Tlmb�er Member Information O F� • b K Zy �-�>;� GDS,- -W �tl� Ms on ,� ` ; ilpti 1/Li M�j 1 -_- _._ _.... -•T•- --�-- ,--_ •_ •-� -}- " o an R 31.00 20.00 open Advance ' Aber Section -6.75x24.0 ,5x24 0 t ! 1 .._...• -- � Beam Width In 8.750 8.750 SSV Hall Boulevard - - - �- -- --- --•-_.._ Beam Depth in 24.000 24.000 r . l t'-++ End Fixity Pin Pin Pin Pin . 1 _-� ------d-Leng-th---- 0.0_Le:UnL . eG..-IsL-am , aO � - MembeTypa GluLem Portl- n , Oregon -- --- --- - � i, t I I --�-- -40 Lords � �� • ._. _ _... r-- _ Live load Used Thic Span? Yea Yea 1 1�- - raw LOW I I Mad Load it9ft 50�0.0�0 5500.00 ' l , [Results 5 1 87 I � fix® Architects P.0 Cntr 7 1 _ X= 12.61 •dt Ar , ! i Maxeft End 111.14 0,0 isBL.2 churl , , Tiland S � � SW Fifth Avenue, Suite 406 M•a{�:Right End 14:-14 -889.2 U.0 333 _---- i _ _ R� ;.dual poll 1,372.2 1,372.2 �, Porilione .segos►97204 I e ,�, ' aan2,30 K { _i_-._ _ Fp•Allowable pal 2,2oe 7 2,307.7 Y _..... 1 I 4 . • ngIOK O i .-..i.. . .j. ._1... ,t,..,�.. ..�-._ 1.70 Shear Left k 10.01 14.29 �� 1 I i ( _ _- Shear a Right k 14.79 ' I . FRO,• ! --t__t-- ___ �' l I tv:Ac'..ai psi 121.6 93.8I I 169.* I i S�� 0 t Fv•AllowatAs psi 189.8 - aG I Shear OK- Show OK _�._.! � ....._ - -----•__.. .._..._ ' l f _ t .- 1 'I Reactions&Deflection r___ - .._�.- 7 DL�Left It 3.75 9.94 Left k 6.26 -16.58 /"t S l L"t H!►`�� r 1 26.50 LL _.___ -.._. ._.. 11 -._.. -. r--r '*-' I I ! DL®Right t k 9.94 1.81 LL IS Right k 18.55 2.88 - CM Total Q Right It 26.50 4.29 G _ Max.Deflection Its -0.886 0.057 �-- /4x ®X R 13.85 4.53 - Query Values -� GN E C. p 1 oration ft 0.00 0.00 ---..._.._ _...._ ,1.oG0►-?� Crated Coultants, Inc. '471211,, Moment In-k -0.0 -881.2 (40 c�io . sso �� Dhear lbs 10.0 11.7 A it „ i /z© Deflection M 0.0000 0.0000 Structural En neers �P " %r- EXPiRES: --- a-30- Give Blvd.suite 20 Portlaed,O`rei�on 97221 -4 (2-0) -��>s o sw sky �---- P6ofne(503)X34 0460 FBI(503)384 0459 . , ^° Associated Consultants, Inc. Cr -r� J��-� a1-/3 3 Assoti Associated Consultants, Inc. 0 Dow o4- ,,�,„ �� ,.o/ Stl�tll�tttral Bnglneera �t� 1-�A-lit.- o�.Mrttre lied. s�„ft structural EnOneers '<►-w O� GI slraa an. � 9370 sw s:ireentxurg Rd. / _ �f 1750 8iY Slryline dbd.ate.FOS,PoAlaad�0�9�Zi rnan�� ruPaoot� 9370 aw oreenbwg Old. 1750 gird. 'Zp,pora td,OR 97121 CIWa 9370 SW Greenburg Rd. ` v (� Tek("3)394-040 ( 4 d � sa>1001�-0oo3s 7te1:(503)3S4-� - rax:(503) 354- " "'�5 suP2oo1-00036 P20o1-0o0�a ��- 2 of 24 �". "- is ., �4Rr••y,,x -rxH'MWiRy(I�*.+ryi.n- „p� ,�qy,'• - ... r'1�.►�, Title: Job 0 Associated Conaultants,Inc. Title: Job 0 Associated Consultants,Inc. Dab: 11:34AM, 9 APR 01 .4 'P��•*-, r DOOM Data: 9:'11AM, 9 APR 01 Descr, . 1750 SW S4cylliw CN'd.$olio 20 �,��. 1750 SW Skyline Blvd.8uks d0 Description Portland,Ore{goi►97221 Portland,Oregon 97221 �='O T(503)3644M a(503)3164-ii�459 Scope: e(803)384-0460 F(503)scans.59 Scope: --- --- - se4oall monouchWasumicans-corn --�- *fnall manouch®associcantt.com ---- - r_.- Pops 1 " ""'° - Multi-Span Timber Seam Pop 1 "'r "°'" General Timber Beam vo...x n-,r.n».Valu ,r.m+aor•�a,a,s.i.�n•.,�9vr•w+�•� c. k,era•*pe�ec�t Q ALT Description New configration Description New beans _ __ ------ - -- p Viral Information - General Information Calculations are daslgnad to 1997 NDS and 1997 USC Re�qulnrnsnta MEM 15.00 R- . .Lu 8.50 ft c l Douglas Fir,24F-V8 Fb:Bask:Allow 2,400.0 psi Elastic Modules 1,800.0 kal Section i lame 5.125x18.0 Center Span 0.00 ft L(, >93 � •J Spens Considered Continuous Over Support Fv:Bawl.Allow 165.0 psi Load Oursllon factor 1.180 Beam Width 5.125 in Left Cantilever ft . ..Lu (7 �,� v 0 ()fro -r Calculations are designad to 187 NDS rind 187 USC Re lulromenb Beam Depth 15.000 in Right Cantilever •t Lu 0'00 ft - Member Type GluLam Douglas Fir,24F-V8 t 1 Timber Member information Bm Wt.Added to Loads Fb Base slaw 2,400.0 psi U Gl/� 1 /� .�,/_ ! E Load Dur.Factor 1.150 Fv flow 165.0 psi Description "In-PIn Fc flow 560.0 psi Span ftl 40.00 13.50 2.00 Beam De Fixity E 1,600.0ks1 Timber section I 6.75x24.0 14.2!x1:.0 14.25x15.0 Wood Density b0.000 pcf Beam Width Int 6.750 14.259 14.250 -__------._--------'-- -- Boom Depth In I 24.000 15.000 15.000 - -� Erld Forty Pin-Pin Pin-Pin Pin-Res Point Loads IN lbs Le:Unbroced Length ft 0.00 0.00 0.00 s lbs 1� Ibe lbs lbs (3krl arr{ Gh{Lern c3Julam Live Load 3.8.5m Itn lbs _ l.. '4- Beam .�...._L_..._.. Member Type __-- _ ----" 8.500 R 0.000 ft 0.000 ft 0.000 R 0.000 R 0.000 ft 0.000 ft _.. ' i I ' Loads "dl6tana -- Beam Design OK Live Lost Used This Span? Yw Yes Yeas umma Dead Load drat 300.00 300.03 300.00 fp Live Load stHll 400.00 500-00 500.00 Span=15.00ft,Beam Width=5.1251n x peptn= 15.In,Ends are Pin-Pin _16- Point 01 Dead Load NA 1,650,00 Max Stress Ratio 0.465 ; 1 Maximum Shear' 1.b 5.0 k r a r Live X Load be 2.750• - -- Maximum Moment 21,0 k-ft 14.6 It t ' t r•, k r _ 2.000 Allowable 43.3 k-ft Allowable � --- ------ --- -- Shear: Left 2.59 It t - (Results Max.Positive Moment 21.01 k-ft at 8.520 R 3 Right 3.33 k l - J Max.Negative Moment 0.00 k-ft at 0,000 ft Mmax Cntr In-k 1,1'4.6 0.0 0.0 0.00 k-ft Camber: ®Cert 0.000 In �X= R 16.80 0 n0 2.00 Max il!Left Support ®Center 0.155 In {/ Max Left End In* 0.0 -1,077.1 -124.8 Max®Right Support 0.00 k R Rlgtd 0.000 In Mac Right End Iro-h -1,077.1 -124.8 0.0 Max.M allow 43.29 Reactions... fb;Actual Dei 1,828.1 2,015.13 233.5 b 1,311.61051 tv 64.94 psi Left DL 1.07 k Max 2.59 k / M Fb Actowable pal 2,346.9 2,819.6 2,780,0 Fb 2,70:.20 psi Fv 189.75 psi Right DL 1.34 k ---Max 3.33k - U dla.OK sending OK sondho¢OK _ --- - - -- Al V ME. (�0•�4-T,7 �0 WJE �j i Sheer Left k 11.76 11.28 6.00 D*flOctions � it 51, L �� Cantilever... +• T}}�•• Sheer Right k 18.24 0.48 0.00 Center Spas+... _ 0.000 in 0.000 in tv:Actual pal! 138.8 72.6 37.9 Deflection 800 ft 800 tt Deflection 0.0 0.0 ----I 1 \ Fv:Allowable psi' 189.8 169.8 169.8 _Location ..Le th/Do !,'�8 o ps � 0 Sheer OK Shear OK rAwr OK ...Length/Defl 1,137.0 681.36 Right Cantilever... �• � 0_ x • ' __ - -- --- --- --- - - - ---- --- - ------- Deflection 0.000 In 0.000 M � - - ' / Reactions&D~Ion - Lengthlt)eft 0.a o.o - I DL Left k 5.05 11.52 1.73 :e Lt ®Left k 6.71 16.00 3.79 8"V Calcs Tonal 0 Left k 11.76 27.61 5.52 _-__-•__ _.._......._._ _.,_... . ; .-.; DL Right k 11.52 1.73 0.00 Sanding Analysis ` Ck 20.711 Le 17.503 R Sxx 192.188 Ina Area 78.675 int - •••-• -- - LL Right k 16.00 0.00 .. ClCI 0.979 �.I� Ly 1.000 Rb 10.954 Total Q Right k 27.5'. 0.00 fi9LBA9!d 1;67 0. 7 -0.083 21.01 k R Max.DeMctlon M Center 93.25 Ina 2,703.20 pal �I X= R 16.40 5.49 2.00 0.00 Ina 2,760.00 psi ®Left Support 0.00 k-ft U* Valutl--- --- -�-- - Q Right Support 0.00 k_ft 0.00 in3 2,760.00 prl Location 00 0.00 0.00 shear Analysis ®Left Support ®Right Support Design Shear 3.89 k 4.99 k Moment In* -0.0 -1,077.1 -124.6 26.310 int Area Required 20.492 Int Show lbs 11.6 11,3 6.0 Fv:Allowr de 189.75 psi 189.75 gel Deftscdon In l 0.00M 0.0000 0.0000 - -- Ssarlrrg®Supports 0.903 in i ----- Max.Left Reaction 2.59 k Bearing L•-ngth Req'd Max.Right Reaction -- 3.33 k - - 9esrklg Length Req'd 1.180 In - -- - _ ^-� [Query Values Deflection M.V.i D Q speolRed Location. Moment shear k o 0000 In AsSOCiated Consul�ntS, Inc. i� LooNlon• 0.00 ft 0.00 k-R i'0'r�'�_SKI ��„� 0 Right t r Spon Lodlon• 0.00 ft 0,00 k-ft 0.00 k 0.0000 in K � p� 0 Left Cant.LaoWon= 0.00 ft 0.00 k-ft 0.00 k 0.0000 In Structural Engineers 93T0 SYN vreenbWV Rd. . G� suP26o1.00036 9370 SW ore.ribtrry Rd. �rA 1.750 5w►>sltplisi{e Mrd.!�.�•( i�-0459 laim ��• T o� 24 9370 fry o►oonbu Rd ��. BUP20014me r'/ Tel:("3)�-0460 OUP2001-WO 8 6 01 24 6 36 a `'� � e-�cnr ._ , x�ssn.t n..rraa�t w K .;.�16•a a I4 �� ,� . ,art.r. ,7r,•,. . , . :. a E� y� 2 6 1: ` u 12 i G . r n �.: ��{ � I' � r•' � .. � � I I I IIIIIIiIIlillll !111111 1111111 Ilillll II " r, r'T��}, `t i I III IIIIIlI� Ili i i , , I I I (IIII�I II I,�l.11lll III _ III �lilllllllll! I IIIIIIIIIIII , �� a { � Ili I II . III !I. 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BROADWAY PORTLAND OR "1'1201 TENANT IMPROVEIMENT-..�' (503) 220-D511 i PAX (303) 220'D518 mal-4.h�til larld�c,hmidt.con+ THE GRANT BUILDING COMMONS •�� t•41�uwd 211 9370 SW GREENBURG ROAD SUITE i TIGARD OREGON 97223 N N SITE PLAN VICINITY 'PLAN NTS NTS 0 2RAWING INDEXTENANT CtDE SUMMARY= THEIRANT �3UILDING &mwm► GENERAL NOTES - 0 .� (. a0yw1q cxxm mom mr-A Emu'Acnkm.' and!'AL AWMILE', Im 19 pm DETEC' I. THESE DOCUMENTS COVER THE TENANT IMPROVEMENTS FOR THE SPACE Ws A. 'UNIFO , IBUIL.DCOD!'' A. FULLY SPRINKLERED -4,043 SO. FT. eCCNTINUED) Z B. 6+gtINiCLER SYSTEM. INDICATED. ALL OTHER UJORK HAS BEEN PREVIOUSLY COMPLETED prJ1 EDITION IREOJIRED: YES UNDER THESHELL. ARCHITECTURAL 'FM FEBU"VE' SU LDM sA11119" P1OVIDED: YES 1 COVER SHEET, ELEVATIONS and GENERAL NOTES Q 780W XXIM1111IM11M OAT*# A. AS DESCRIBED AND DETAILED WITHIN THE 2. TENANT IMPROVEMENT CONTRACTOR SHALL VISIT THE SITE PRIOR 2 DEMOLITION PLAN -J 0 A V - NONRATED, FULLY 5P'IREIKI. 9WD I5UILDIW_j SHELL DOCA)MENTS. TO COMMENCING ANY IUORK. PORTIONS OF THE WORK INDICATED 3 FLOOR PLAN � 1EiiAMr TAe1F VA MK E~�B��R-1,� I"'AY HAVE BEEN INSTALLED UNDER ADJACENT TENANT 4 REFLECTED CEILING PLAN ca11�iAlff�W�r DNTN�AM A. W1eOt1I� A NUMBER OF EXITS IMPROVEMENT CONTRACT. 5 CABINET ELEVATIONS REQUIRED: � AFEM am owwwd PROVIDED: 2 ^^, 5RM Load B. ExI'1 U11D'1'H: STRUCTURAL >L" OF1cIGI`1Fi£ADlhKs 503 /00 5-CRE,QjIRED: (MINIMUM) 6'-0" 1 PARTIAL 'FOUNDATION PLAN 4 Dt-.TAILS TREATMENT 1,138 :40 • 52 PROV'DED: ' _C.. ;PATIENT FILER %43 AW ` 5.4 7ENAW7E DETECTION old SUPPI*MM f= MECHANICAL PATIENT WAITWA 1814 /ib • nAp A. SMOKE DETECTION or FIRE ALARM SYSTEM; 1L RES _ N SCHEDULES � TOTAL 4043 USE 35 PROVIDED: NO MI FLOOR PLAN HVAC DEMOLITION a M2 PVAC FLOOR PLAN Z M3 HVAC ROOF PLAN uj M4 HVAC DETAILC• AND SCHEDULES PLUMBING WARDWAM PI FLOOR PLAN PLUMBING DOOR 604EDUL ELECTRICAL SIZE DOOR FRAME REMARKS ENTRANCE FUNCTION: BEST S3K-�-AB-14-L-6TK 626 E® LUMINAIRE SCHEDULE, SYMBI-. L SCHEDULE TI--I FLOOR PLAN LIGHTING �O. LOCATION .. •j• mow �� T�� „�� /y, 1 N � plllyACV 1"AMkI! 0 FL00w DOOR PRIVACY: BEST 93K- -L-14-D-5TF� 616 E2 FLOOR FLAN POWER/SIGNAL 1lEBTOK)CI"14!!IV STAIET 3'-189" 1'-0" 1 3/4" NONE SL. WD. NONE STAIN H.M. METAL PRE FINISHED X X UNDERCUT I" WM. METAL PASSAGE: BEST S3K-0-N-14-L-STK 626 E3 tiriE LINE DIAGRAM 1/189 - - -----_ E4 ELECTRICAL DETAILS 2 CAAWA* s 4QOOM6 b'-II!" 1 3/4" NONE SIJ.WD. NONE STAIN H.M. METAL, PRE FINISHED X –_ x LOUVERED _ CLOSER: LGN A010T 3'-D" 1'-O" 1 3/4" NONE 8C. WD. NONE STAIN HM. METAL PRE FINISHED x X �x � 3 UAITIWj 010C)M --- -- HINGES: BALL BEARING, 260 FINISH IIee ,, For � ROOM 3'-C" T-m" 1 3/'4" NONE S.C. WD. NONE STAIN HM. METAL PRE FINISHED - X X � W 4 CaFIT! _ -- j%MCS V-0" 1'-8D" 13/4" NONE 81G. WD. NC71NE - -STAIN H.M.METAL PRE FINISHED X SX FLOOR / WALL STOP: 26D FINISH 6 DIf4EGTOR'S tDFFICE 1 3/4_ NONE S.G. IID. NONE STAIN H.M.METAL PRE FINISHED _-X - _-- ramo 1 g,G, �, NOINE STAIN H.M. METAL PRE FINISHED X x a�1� Ib M/r,MNFGETIFJG/C01�t8Ui-TN1s _3'-R1�.- 1 -0" I '�/4" NONE - -- - dia ftoO' .. ..........»........ 13/41, NONE sic. WD. NONE STAIN H.M. METAL PRE FINISHED x X Fw' I" ,. 1 IIs:EADING iROOM --�-_ -- _ _ - - -- NOTE "I DOOR HARDWARE PROVIDED AND INSTALLED BY RF SHIELD CONTRACTOR. � .» 4'-01 1'-a0" 1314" -- _ - — - _ '`� ,_ X NOTE 91• -- ,.a.r }�. � ..... 3'_p�' 1'-O" 1 3/d" — x —_ _ X NOTE 2, —_ _ NOTE 02 LOCK MUST BE PROVIDED BY LEAD SHIELDING VENDOR. �'��'� � �' CTxx"1 — C.Ov'ER SHEET 1'-0" 1 3/4" NONE g0• WD. NONE STAIN W.M. METAL PRE FINISHED x x NOTE "3 DOOR FURNISHED 4 INSTALLED BY CONTRACTOR. DOOR, FRAME, AND LATCH I1 EXIT -- --- --- -- -- - U �– — UJILI_ BE LEAD LINED w/ 1/16" LEAD. DOOR FINISH TO MATCH ADJACENT DOORS, 11db _ - '' + PRIO'.,JMT NO, 12 x-RAY IEOh 3'-6"^ 1'-0" 13/4" --- -- - --- -- _ OWNER FURNISHED FRAME CAN BE P`='E-FINISHED OR PAINT. 13 DA11� A"1 3'-O" ,'-@f" 1 3/4__ �— ---- --- -- -- --- -- ----- OWNER FURNISHED .— NOTE 03 MATCH BUILDING STANDARD FINISH. �� NOTE 04 ALL DOORS SHALL HAVE LEVER HANDLES DATE! JANUARY 15, 2001 DRAKN BY : ll41M CHECKED BY FMS UNWOMI BUILDINGS CODE STANDARD NO. 41-1e CONDUIT CAN 15E FLATTENED AT THE ENDS AND CONNECTED .O THE it La METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE T-BA10 MAIN RUNNER tUltW I - 'f© SHEET METAL SCREW AND TO THE y' 15 I N PARALLEL TO f'1AM AND FOR LAY-IN PANEL CEILINGS STRUCTURAL ROOF/FLOOR MEMBER WITH 2 - MO WOOD SCRL'WS. OTHER WALL COVERING 3' X 1' S.C. WOOD DOOR w/ PARALLEL L 12 M (COMPRESSION STRUT) CONNECTINS ARE A DEPARTMENT BL , BUT SHOULD FIRST BE SUBMITTED TO (VERIFY TYPE w/ HOLLOW METAL FRAME. PLAN ti7ml WIRE (TY}1.) r,M3ALLEL- TO 81ECTION 41JOU (c)LATERAL FORCE BRACING . . . . . W. w/ OWNER) (VERIFY DR 13WING) PLAN CHECK - Cl�f TIE A $TINT FASTENED TO THE MAN MWER SHALL BE EXTENDED TO AND METAL STUDS: 2-Ih-lal FAoy"D TO THE STIRUCTIIRAL mEMv3ERS SUPPORTNG THE ROOF OR FLOM ASOV;. THE FOLLOWING SPANS ARE BASED UPON STUDS :SAVING A 15M' LEG .3' x 1' x 1 3/4 ' S.C. WOOD RESPONSE M PLAN WITH A 3/e' RETURN. DOUBLE STUDS ARE CONNECTED TOGETHER N L �!'vnrrt � --- -- - DOOR, ISTAINJ. GNEGK. COMMENTS THE FOLLOWING IS TO 13E CONSIDERED WHEN CCMPLYING WITH THE ABOVE THE SHAPE OF A 'T', WITH I - ++r SHEET METAL SCREW AT Ib' O.C. NM. FRAME, f'RE-FINISHED 3-19-2m®I ' SECTION. STEEL STUDS 3 (VERIFI- SWING w/ PLAN) 16'x3P�' COLUMN ADJUSTMENT I, IN A STRUCTURE WHERE THE ROOF S'Y'STEM IS COMPOSED OF MIRROR 4 ADDENDUM •2 BEAMS, PURLINS, AND 9UB-PURLINS,THE 2X4 SUB-PURLINS ARE 3 5/e' x 20ga. - - - - -TO '8'-e' a = - 3-1/2" (U.ON.) X 25 GA. METAL / ----NOT TO BE CONSIDERED AS STRUCTURAL MEMBER SUPPORT- DBL. 2 1/2' x 20ge. -TO Ib'-b' W �Q OUTLET---,-- 12" 42" 3-2�-Y R 1►IG THE ROOF. DBL, 3 5/e' X 26ga. - TO 24'-m' `Il! ^� STUDS 16" U.G.. EXTEND ® �/ X-RAY ROOM 2. T14F STRUT SHALL BE VERTICAL AND SHALL NOT HANG 1-IORE A STUDS TO 6" ABOVE. CLG. THAN 1 IN b OUT OF PLUMB. ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER AND STRUCTURE — v --� 4-05-2001 3. STRUTS SHALL BE DEVGPI*D M AC:CORUANCE WITH SECTION RDOF/PLOOR MEMBER WITH 2 - 4e SCREWS. C;IF21D PROVIDE 5/8" GYP. Bla. 2100, PSM UNIFORM BUILDING CODE. • EXTERIOR SIDE 4 5/8 W.R. 9 6 -� M LIEU CF A DESIGN, THE FOLLOWING STRUT TYPES AND LENGTH ARE MANUFACTURED STRUTS- I2" 42" GYP. BD. • INTERIOR SIDE. ACCEPTAOLE TO THIS JURISDICTIONt MAR FACTURED STRUTS MAY BE ACCEPTABLE IF LISTED MY AN APF"ROVED E iv DkiN +Klerk. +bt11b-,b) �PMCS� TESTING AGFNC'Y OR FNGINFERING IS SUBMITTED TO THE BUILDING DEPARTMENT SEE PLAN ELECTRICAL METALLIC TUBING FC1 REVIEW. THIS JURISDICTION IS ACCEPTING USG INTERIORS VSA 24, VSA 4.1, 1/2' - - - - - - - - TO 3'-10• IN ACCORDANCE WITH THE PIANUFACTURER'S INSTALLATION 1Nt5TRUCTIONS. I 3/4' - - - - - - - - TOS'-2, SHEET VINYL - LIGHT SWITCH -F'RUVICVE PREFORMED V.T.P. GUISPENgER I' - - - - - - • - - TO b'-b' VSA 113, ANL' VSA 1>I5 MANUFACTURED 9TRJTS AS LONG AS THEY ARE INSTALLED (VERIFY LATCH BLACK INSULATION PROVIDE BLKG. FLOORING w/ E�" 11/4- - - - - - - - TO 8'-6- RUBBER SELF 31DE OF DOOR) WRAP OVER HOT WATEF' COVE BASE (TY P.) AND DRAIN LINES ?/ 11/2' - - - - TO 9'-Im' STANDARD NOTE: PROVIDE' LATE1tAL BRAC IN 1R 8'T�'?OOM FLOOR PLAN ZPTANOARIV RE ;�'1QG�OM I NT�I�I O!� ELEVATIONS CONFORMANCE W/ ALL AMILICAIM-1 - I GSL SUSPENOEfl GM I L I N6 5RAG I N6 i7ETA I L and NOTTS 11 1 �------�- t �J CODES AND l4TAh1RARD I �1t * �1—�11 � 1/4 1♦ ' "� 1� PRIOR TOIGONSTRUGT ON) 1��T11 • 11��11 g 'O0M SHALL BE GOPIPLE FED 1.O MEET THE REQUIREMENTS SET DOUJN BY THE 1F'.,,:AN C>I$AF3ILITIE5 ACT (ADA) FOR THIS SPECIFIC LOCATION. 9370 SW Greenburg Rd. SUP2001-00038 8 of 24 .,4 _��IR► _ --46%4V110141111111, I ."" ` • „. 1 2 6 10 17 I A IF i I , � ' ii I I II 1111111 I I I I II i III, II I IIIIIII 111111 I III I 111 II II II�IIIIIII III IIIIIIII I II 1111111 1111111 1111111 I III ( I 1111111 IIIIIII111111II IIIIII► IIIIIIIII I IIIIIII IIIII IIIIIII IIIIIIII1111111 IIIII I ) II III IIIIIIIIIIIIIII III IIIIIII ��,,�t Q� S11 a 7 8 9 1 2 � �i S 6 7 � � ,� � I fr 7 8 9 t 2 3 4 S I'll,?1111,111111111IIllllllllllllllllllllllllllllllllllllllllllllllllllllllllillilll�l jlllll111111111111111111111t111�ItIII1111111111111111IIIII11111111IIIIIII111I1111111111111 111111 IIIII Illlllllll'1111E�1INIIIIIIIlllllllllillllllll111111llllltllllllllllllllllllllllllllllllllllllllllll111llllllfllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll111111111 I��1111111'fllllllllllllllllltlllllllllllllllll • OREGON _ OF TI LAND SCHM I DT LOZA II II I I tl II II I1 LJ ( A► ItGNITSGTa, rfi. rArZA� li II Ij jl tl II II II II L_ J I 588 S.W. FIFTH AVENUE SUITE 406 J (s�oa 'M72051i tLl_ 11 FAX (WS) 220.6516 t�Gr�tllarlde>'Ghlnidt.tpm EXISTING STRUCTURAL I I I I I I 11 COLUMN w/ TWO LAYERS OF 5/8 \ I) I I \ TYPE 'X'GYP. BD.TO REMAIN. \ II IU- I I r- -A I I I — REMOVE EXISTING (TYP. OF 5) -.II r I I r( \ I I i ` \ t 1 LLw -�� STRUCTURAL COLUMN \ � III I � I I I ♦ II L =9 [-r 51 Fr -91I II it II � Ir J IIII r 10/1 -,��- .01 o / n L----L4 _J IIII I I EXITING WALL L -----------.J L—� t I �-_ / ( I{I \ I I I I TO REMAIN F j I I II j II jl I II l_ I II L �_ :z I I I I IFr- EXISTING DOOR TO REMAIN, TYP. Q / Q . III II I I II I 1r__-'REMOVE ^REMOVE ALL WALLS, � 1 I J>/ CEILING t FLOOR I L III II iC __ FINISHES THROUGHOUT r SPACE AS NOTED. - rZIA (SEE }_ Y M.E.P. - - I I Fr- 51 11 _ ..l_— _— __.�.•� t I._ __--,- ------•--�_ � I I I DOCUMENTS FOR / I I L J I I� r -- _ _ �„1 I I I ANY ADDITIONAL. I- — — __- F DEMOLITION T ) REQUIREMEN 3 / C��JJ I \ 1 IN. W Hj 3: (a 1 _ .4I I 11 11 I r- li Ilr -51 I II LL– J II I I � It II I I ! I r I I II I I II II I l� I I I I I I �C. II i I II � I - II 11 II � 1— , _ / Cil --- -------_J � � __ -- J� �-.sem_-� , 6P 7- — \\ IIII NOTE: ` \ REMOVE EXISTING VERIFY SIZE OF I r; SAW CUT rr__—' ——.� STRUCTURAL COLUMN jILI JI [3I( \ \ REQUIRED W/ -I1 .... - � r � - ` — — AHYEXISTINAND EQUIPMENT � r NON-USED IN IF I SUPPLIER ITN I\ // - GT ROOM WILL 5E \ 1 \ ( II FILLED w/ CONCRETE. I I'r FLOOR QE�t ITILOI�!/V�d \ , --LINE OF III JILL _1 � I ( \f SAW CUT IL — J I J ( ( / r VERIFY UNDER OR IN SLAB TRENCHING OR RACEWAYS }�W.�GT �- H DURING DEMOLITION t CONTACT 2k2m5 iD II I I TENANT PROJECT MANAGER. - - - \ J-- - - - - -� � f"* -II � _ - fi h II PATE In JANUARY 15, 1001 9'-D' II /\\ II DRAWN E;Y 3'-2' 1®dB DEMOLISH AN 8'x8' SECTION OF EXISTING TENANT II // ` REMOVE EXISTING 4 -m CHECKED MY SEPARATION WALL AT FUTURE MRI ROOM LOCATION. DOOR(S), TYP. OPEN WALL F4-t8 OPENING WILL BE CLOSED AND FINISHED w/ SIMILAR FOR NEW 4'x1' FINISHES, FOLLOWING MAGNET INSTALLATION. SECTION R1! V 1 S I O N 5 IS LOCATED AT AREA ADJACENT TO CONCRETE / 1-76-2001 FOOTER DEMOLITION AREA, Pl.-AN C�IEGK RESPONSE TO PLAN CHECK COMMENTS 3-Ig-?001 COLUMN ADJUSTMENT VEMOL ( T I OSI/ H t ADDENDUM 02 Y F PLAN RAYY ROL0OFt X-RAY -.-- — I1/411 11_x,11 iii' Dk7�-17 fxrhKk7�6• I,tb) 9370 SW Greenburg Rd. SUP2001-00038 9 of 24 - - •a....y,N3,fi.Yy�:}./N;fCIC•��rt,gt y-• •,^_AMY 1 O 2 g 10 12 14 16 1 ' 1 I I 1 I I I IIIIIII II IIIIIII IIIIIIIIIIIIIII 111 . 111 111 .111 III II II IIII IIII I III 1111111 111111 II IIII II II II IIIIIII II ,III 1111 . III III I I I I � IIIIIIIIII I III�I11 IIIIIII I I III 111. 111 I IIIIIII 1111111 IIII IIIIIII I IIII 1 II III 111111 I ( 111 11111 I IIIIIIIII lul,�n�lu ltTfIMITiTFfilulili�fllu1111S1uuual11nl1�luuil luu1191nnIuf�Il iln�luulliTllnnllTTillmll l;nlli lnllll Inu1131IInuIlTfllullll lulol u a 1 Illinlliillluili1lwllulll llli111 ��11i uI11u111TiI1n111�iIIn111n 1�In�It1uI11TiIn11117 III if I1u11 iI11nIiTiI11nI1T1IInuliT�llullli➢ltlnlulili il�llrlll211n1h3�nllll lllulf / 5 DIT 4'-4' _ Ii'-O 3/4' a T OR NEW 12CONC. $LAB- �.}�L kANDSINK IN COUNTER, � w/ 05 • 12" oz. EA. `�� /- LINE OF of SEE PLUMBING A WAY - TOP 4 BOTTOM / SAW CUT U W / EXTG. fi3O�Ca. YILANL� / O I - ------ - l- - �/ - 935 S.W. 10110TH AveNuC 114 5U I TE �►06 -____-- = - PORTLAND(505) 220-m-7 w/ 6" EME3ECirIENT IN EPDXY INTO EXTG. PAX (509) 220.0510 S , --- -'-- r SLAB. Or�.h�011pndrLh�nlQt.GOi►� -EXISTING STEEL r 4'-3 I/?' J COLUMN wi TUX) ;t LAYERS 5/8" TYPE 1`l L�II��TOR'3 01401" DRZAK ROOM Q X—RAY RQOM - � X-RAY ECJUIPMF_NT +c'FZOVIDED 4 !D —• - -- - - ` -- - INSTALLED BY rIARGONI MEDICAL -- - " - - - -- - -- - - MINIMUM CONCRETE 57RENGTH 2,500 PSI NEU) 5" • SYSTEI 'S CiNTRACTOR TO VERIFY COLUMN ' ------ RF SHIELDING P1`i!OR TO CONSTRUCTION TYP. SECT I ON, EXISTING b I 2 WINDOW O WINDOW BY KTA s _ _ X-RAY iD SUPPLIER 1 C�! SI CASED N __ _ _ 'A I OPENING - �,_4• --- --- 9'-C' GLR -- -- 9'-O' CLR -- -- - 42" - -- - r ---- crr. - -- �_ PA<T19W A MOP06 IT - Ir CONTRACTOR TO z \ 1,0 1 J INSTALL, TENANT 0 �- C:ONT�R,4CTO�Ft TO ISN 4 --�. / '�../ PROVIDED SURFACE O d ReA PING R1` 0M INSTALL 'LEVOLOR "MONAf / 3 \ / 3 \ _j .:I MOUNTED VIEW BOX 77 1" 1`111"'-BLINDS (TYIp. ` ALL �,� ��` I I I 1 \� V - 4 �1 EXTERIOR WIND7) !�-� AFF. ._ °^ MARKL"INd �' YoIOMLN/ �� N� // 3'-m' �__�� DIAD, BRACING EXISTING - i - I TO ROOF 6,RJCT, O'J WINDi a0 EXIT T.NG STEEL I'-II - COLUMN wi TWO « ABOVE GHA MSIN6 e \ inig>' LAYERS 5/5" !1!1 RACPJ � z Rr� / \ O "r TYPE 'X' GYP. BD. -- • ` 1 � I Q 1''; ® ;n \ — LOCKERS FUR,\!SPED 3 I F3FNCW SEAT AND INSTALLED BY O / / BY" TENANT CONTRACTOR IC rri�fft� �— _ TYPICAL Lll EXISTING STEEL COLUMN w/ TIla� LAYERS 5/B'' , CONTRACTOR TO I.V. STAfter GMAII"I" CHANOIN5 ( / TYPE 'X' GYP. BD. IN!5TALL, TENANT DOM NL�OM -- � 1�- PROVIDEL., SURFACE GONIRACTOR _ -Q MOUNTED VIEW 19OX TO i=LIM41ea+ 4 C44A"INS +� MlllFtOR r� 1`�IRtilOrit \n� tJ ]� IN6TALL 20"x60" ��ITI MA 1 �1�� ' MIRIROR ITYP. IN r----- ALLRE661NG (� f 0 0 /8" 1 Lu c OF O O EAC G8 DE D ED EXISTING f- z COLUMN ( I i 1!1 T. � 5'-43/44 5'-0 3/4' / ` 7. \ NOTE: 1 3 I/?" METAI STUDS 1'-S 1/2' 4'-I! 3/4' S'-5' I®'-4' -- - -4'-b` �'-0' 1'-5' 4'-P>' II'-I I/?' 5'-4 V4' • 24" o/c �_ OUTSIDE ® I LOCKERS EXISTWo _ - 23'-2 I/2' - ---! i _ II'-0' ?I'-5' In MUST E HC wlNnoW �� D _,---- ATTACH METAL C1-IANNEL TO I- CABINET FURNISHED�� — - - ^� 41x!1 I/I6" LEAD C / C014C. AT 24" O.G. SLAB `NI l AND INSTALLED BY - fs, , I 49 AFF. a LINED DOOR W/ DRIVEN ANCHORS 0 TENANT (TYP) �/ / FURNISHED 4 4 INSI'ALLED BY EXISTING Ip it ! 4>f'•g' GONTRAG AOR TO CONTRACTOR COLUMN c1` EXISTING STEEL ' I 3 _ INSTALL, TENANT i- 9'_l 3/4' II'_6 3 4' � COLUMN w/ i WO I ; PROVIDED, SURFACE _ OF - GO I EXISTIP�L,:s '�. (_AVERS 5/8" I MRI ROOM MOUNTED VIEW BOX COL. 4 1 ��I � � ENTRYTYPg 'X' GYF-. BID. OP7:'' NAND I I NEW 5" o ' � - � NEW 4" o COLUMN COLUMN INTERIOR PARTITION 4 ) ISOCENTER VERIFY I off LOCATION W/ L I 4 ! !► �o - EQUIPMENT MFR, I �- S I 4'x3' L1wAD GT ROOM GLAZED WIN!:ouW - 4'xl' DOOR 4 4'x3' RF I --- b / MI)TTAILLED E3Y / �11 _J SHIELDINJG WINDOW + E GC.'NTRAGTOR. � MOOR MAN I FURN15HED AND I _- I INSTALLED BY PD1. ! r PANDSINK IN COUNTER, CONTRACTOR TO FURNISH 4 -- I l_ SEE PLUMBING �RQ«.�G'r I ,n INSTALL I-EVOLOR "MONACO" E '� I b'_2• ��•, G I0'-0' AFF. �� ITYP. • ALL RrC.}�J --� 2k2ta5 I MINI-BLINDS ( I O DATE EXTERIOR WINDOWS L.- - -- - - - - - - - - - - - - -- - _ u _ REFER TO $PF.S. -- MAGNET FEET TYP., -- � gNIELDItdG FURNISHED 4 I I � JANUARY 15. 2�I O O -_- _ _ _ 8 -0_ AF.F. ORAMYN E3Y ADDENDUM 01 3,q 4 r COORDINATE W/ INSTALLED BY PDI, VERIFY 114FILl_ EXISTING DOORWAY TO -- CONTRACTOR TO FURNISH 4 RdB FOR MRI ROOM WALL EQUIPMENT MFR. W/ EQUIF,''"ENT F1FR PRIOR HA" MATCH EXISTING DEMISING WALL INSTALL 1/16" LEAD 5WIELDING C•HLOCKED DY � GON5TRL)CTIOh TG INSTALLATION AND FINISH ON WALL SIDE. (SEE SPECS. AGED. 01, 3.n) Iq.7g ItL� VISIONS Noww ---- METAL STUD 1-26-2001 �0 PLAN! ----- — PLAN CHECK I I� #6 � 11-�71 -- 5/8" GYP. BD. 2-16-ral • LO "'� � 5/8" W.R. GYP. BD. RE5PONSE To . i • RESTRM. ONLY) 5/8" raYP, BD. PLAN GNEGK COMMENTS NOTES: —_- _ _�_ 3 1/2' X 25 GA MTL STUDS AT 14' O.G. ' e /2" EAC" SIDE COLD ADJUSTMENT -"—` W! 5/8' TYPE 'X GYP. BD. EA, SIDE TO SEALANT /-- SEALANT 1 GENERAL CONjRAGTOR SHALL CONFIRM ALL POWER, TELEPHONE, 4 UNDERSIDE OF CEILING. SEE. DTL 3/3. 4 ADDENDUM "?_ COMPUTE•� LOCATIONS PRIOR TO CONSTRUCTION. SEE M.E.P. STEEL FRAME 3 24' METAL STUDS C)o(_- JMF_NT5. 3 1/2' X 25 GA MTL STUDS AT 24' O.G. /� 1° 24 o/c X-RAY3-2-1-2001 ROOM. W/ 5/8' TYPE 'X' GYP. BD. (1) SIDE 2. GENERo4L CC SHALL OORUINATE ROOM SHIELDING AND AND W.R. GYP BD. AT TOILET ROOM 4-P>5-?001 DOOR SZEC, 1REMENT$ PRIOR TO CONSTRUCTION. SIDE. EXTEND b' ABOVE_ ADJACENT \ 3, COOp!oIt4ATE ALLFi,4I5HE5 W/ TENANT ? CEILING. DTL 3/3 SIM. ;COORDINATERIO1t: TO INSTALI-ATION. LEAD SHIELDING � X-RAY.) �- STEEL - ATTACH CHANNEL TO 4. COORL-WATV ALL COUNTERS, SHFLVING, CAL�INETRT", ETC W/ TENANT ANCHOR' AT 14" O.G. SLAB t0 DEFINE �SGnPE OF wow ALL r'CAJNTEFR5, CABINETRY, 4 BENCHES TO 3 1/2' X 25 GA MTL STUD$ AT 24' O.C. _- DOOR W/ DRIVEN ANCHORS COMPLY WITH ADA I�QUIRE!"!ENTS. �L - W/ 5/8' TYPE G`1`P. Bi:'. EA. BIDE TO 8'-0` A.F.F. SEE DTL 4/3. ----- - 5. INSTALL 3-1/2" BATT INSULATION IN READINS ROOM, (2) RESTROOM$, I,v' START, CON8ULTIN: ROOM AND DIRECTORS OFFICE INTERIOR WALI.b. � EXISTING WALL TO REMAIN /� 6. GONTRAi:TOR 1`O FURNISH 4 INSTALL ALUMINUM 15/16" WIDE GRID INSIDE 7Y�. INTERIOR DOOR CHANCE I NC7 x•1` r,}QID WILL LSE ATTACPED HOOKS IN R= SHIELD (HOOKS FURNISHED DOOR NUMBER MRI,3 r Ai5y PDI). STANDARD WIRE CAN BE USED. 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TI LAND / r� 5CHMIDT A R C H I T It G T •,P.G. --- --- -- -- - -- — _ 333 5.0%. 16110TH AVIeNUIr F - X- Y TART 50 1 TE 406 1 millCEILING TRACK6 PROVIDED R OM Ll' IIB PORTLAND n1! M'1204 I _ F3Y EQU!PMENT MANUFACTURER W. 5) 210.851,7 10AX (303) 210.8518 I'�' e,-0' aFr--. ,' taur�hltilpnd�Gi�mitiit.6om - -- � NEW - 5T TURA,- 155E U ' BEA 11.1 I TOR 1 IN PL04W - — - ------ -- -- CEaI`INa TUBEMOUNTfi PROVIDED ---- - --- --- -- -- -- - -- X }� BY EQUIPMENT MANUFACTUI�R TRI,IC URAL EAM I � 8'- ' AFF. PAI TED YP 5 CEILI46 - ---- ---- -- -- - r - -- - — -- -- -- 1 X- AY ASC OOrt I —_ O7 I I I uj Mewer ION I START — - --- - -- -- Z -- -- - — - — — — I — + -- — — ILi � ul Ito ul -� 'x2' 5T NDA 15/1 " WHI E CRI Lr _ — — - - -- -- - — — -- - - - ---I --- -- -- ---- -- -- - EXISTING EvEL D TE ULAR x21- ION 9' T' PICAL - NEW .----- '"-----N W I I STRJ TURA 5 Rt,:GT L -- --- - _� ----- --- BEA E3 Ari ,# START -- „4 LINES � ._T _ -- _— _ �1 yyT�7}jw OM �iL INFLECTED CE IL IVCs PLAN I I START I r �z a� t� }4,�at��•r � s: `� I LINES I R OM Y PROJECT NO. 21GZ 0S f ° +� , ;�: { ' aYs , ,, •; JANUARY 15, 2001 1• c i 4 it` CWAAN BY . GHEGKCD e!Y mde IX pp Q RL 510N5 a� �� f'f s ,,..K a •"104 � - ,�r k �h PLAN CHECK SPONSE rO 'NORTH CHECK COI"ENTS N I!�t 3-19-2001 +f c R 1.�GT D EILIN6 PLAN GOL UMN AD�USTMEN7 4 ADDENCUr1 '2 ' 1/4„ „ I,,,�„ -- ---- - X-RAY Im�OM� I t Pi 200 SEE ELECTRICAL AND MECHANICAL rOR POWER, LIGHTINCa, AND "VAC EQUIPMENT AND LOGATION�+. COORDINATE WITH ARCHITECTURAL AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. qN -14l+uyht - 1�) stab s.d IN � r 4� � � f rl �t 1 t ' 9370 3W Greenburg Rd. 11 of 24 BUP2001-00038 At 4 !� ••• t , `8q •� �5 � �.... ,'n° � ._.. ..! n S,4 _ ... ...... ��, - -- .�. ---... ..L..y�.-.rte..... ...._.__...._ � , ' ... - .. _ ..-.. .... . ..i -...W. .. -.... »....�-......m..._'^'�'1AA'�n�� 1i- � -,+�•"'�-"'-�'-��''—��\f....�r - �� • �"• \ � ,i i ^ y 6 10 I? i 4 16 j I . r Iliilll (111111 IIIIIII 111! 111 IIIIIII IIIIIII 1111111 IIIIIIIIIIIIIII 1!11111 IIIIIII I � � � I 1 . 11111 1111111 1 111 111111111111111 1111 I I I I 11111 11 II III I I I I I 1 III III ! 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(E) 5LAE3 Z / "51MP50N" VB10 I I( 3" CLR ►' �" II / 2X4 EA. 51DE -�i( I I—Iii+ j" / \ ALIGN W/ !E) CLR. Z 10, JOISTS. 3" CiR, 51-O" x 5'-O' X 12" FTG. ,meq W/ 5- 05 EA. WAY. �1 3/4" X V' GL- ('4'-O" X 4'-O" X 12" FTG. W/ 5'-0" LONG. 4- 05 EA. WAY 'al SIM.) loo _ ' _ _ SBC77 JN — = U E) COL. ul DETA I Lo =SETA I L u :2 4 Idol, I ilk "511"1P5ON" NC212 MP ON" A35 EA , SIDE. lE) JOISTS IP CE) JOfST 2 X 4 X 3'-O" NAIL TO EA. (E) J015T W/ 0 I - 0 3- 16d (N) 4" fi 5TD. 5TL. PIPE COL. ------ 4-0" X 4'-0" X 12" F-TG. W/ "SIMPSON" A35 4- 15 EA. WAY. 2 X 4 EA. SIDE � (N) 5 I/8" X 15" GL. (E) 24" 5M. —I i �_ ABOVE7 ' _ 4 -- • PARTIAL I 1 FOUNDATION PLAN f DETAILS "5IMP30N" \/B5 8. 1,0:+d EA. 131DE 9 FLOOR 4 I � � lE) 15" BM. PRO.I�P T NO. COL. TO BE REMOVED. 3 1 ABOVE. EA. g D N" T512 SLHIM AS REQ'D. 7�s1�5 ROOF (N) 5 0 gTD. 3TL. PIPE COL. �f.---- 4 x 6 P05T 5'-O" X 5'-0" X 12" FTG. W/ /1J) 5 1/8" X Iii' GL- DATE 5- 15 EA. WAY. A A Af''RIL rat, 2001 I r pp1,AWN aY es GFMSGKtD DY DETA I Lm r7ETA I L MY I'■1'-I�' i'■1'-I�" v 1 , IREVISIONS APRIL 06, 2001 i e . 4 X 6 POST 1A d 2- ROWS OF Ibd --� _ a1 8" O/C. .6j 6 ,. o ' _ P-4 U 00 0 p• g NORTH STL. STUDS 0 SEE WALL SCNED. PARTIAL r—OUNPAT I ON PL AN N 1/410 it STL. TRACK v ' V •� a M29e-diWwofs, >k2w lAb) • 0 leiU a o g y c4 4- SCREWS EA. FACE --� E 7A I L 9370 SW Qreenburg Rd. SUP2001-000311 13 of 24 rope 2 ._._ :.... ...a�• r, �,. aytAN>1rt+c�wsac:..r�r1i�IMr�:uav'�poW,,nw:�. +I<u,uw --•b,,��•-- ---�•—f•--'w � �s'r.•`- � 10 12 14 16 • • — I 'illl �! I I I I ' I' � 1 11 1111111111111, 1111111111111111111111111111111111111,111IIIIIIIIilllllllll�lillilllllllll IIIIIillllllllllllllllll I i 1 I II I I I I III� III IIIIIIIIIIIIIII illlllllll IIII .11 111111 1111 II IIIIIIIII II IIIlI IIIIIIIII 1111111 1111111 III I!ii 1111!11 Iill1f11111111111111 IIII1111111�lIiUIIIIIIIIIIIIIIIII.11lllllrltlllllll'�L 'r�r�jlriulruiliurlriulllrlliriililf♦Ililtlrlll�rnrliylnriliIllfrirrii 11,11ilr /1/10111 fill r IluillrI llltrjllrlllurllslllII llIlllrlluji I1III11f,III Ill 111I1nIII 1110I11,1ll1111 1111II lllfnnhl Illllllllll1111111llllll111 I IIII1IIIIIII111111lrullnllllR1l)I1Irill 1 n1 1 h3�nnlllllllnllhl�ll P R O F G, G I Ntr" ,$02 r' O', A�VIATIONS PLUMBING AND HVAC PIPING AND DUCTWORK HVAC DUCT SYMBOLS DRAWING ` ,r o C Pty P� e(PtRES 12-31-01 - ---- VALVE, GENERAL. RISER UP FROM TEE 00 SCHEDULE . AC PkKAG:D ROOFTOP AC UNLIT FG FILTER GRILLE OHP SPUT SYSTEM HEAT PUMP (OUTDOOR) -►a►-- VERTICAL OFFSE T TI LAND AD ACCESS DOVJR FH FUME HOOD P PUMP I PIPE TO DRAIN AFF ABOVE FINISNEU FLOOR FLA FULL LOAD AMPS PB PAJOI ?RAY BOOTH RISER UP FROM EL80W MPO L "' � M �tT r VENT TO ATMOSPHERE ' IGEN" AND SCHEDULES M1 OEMOLITIUN FT.00R PLAN — HVAC d1 A G M I T! G T M I'�t►. AWU AIR HANDLING UNIT FM FLOW METER PCJFiU PACKAGED COMPUTER ROOM UNIT --+� DROP FROM ELBOW M2 FLOOR PLAN - HVAC B BCIIIFR FPI FINS PER INCH PD PRESSURE DROP "- GATE VALVE au" M3 ROOF PLAN - HVAC CONTINUATION DETAILS AND SCHEDULES — HVAC 9W •.W. rlf'TH AVENUE—a tIWITL' 40b 90D BIIC2CDRAkT DAMPER FPA: --PER MINUTE PH PHASE --�Q--- GLOBE VALVE DUCT SIZES ARE P1 FLOOR PLAN AND SCHEDULES - PLLUNING rIORT1.AND tSUI TI40 BFP BACKFLOW PREVENTOR FPS FEET PER SECOND PRV PRESSELBOW roc (we)(we)URE REDUCING VALVE ----+ -- CHECK VALVE �------'-�} NET INSIDE JIMENSiONS I'lk�Ol ZZO I c � �o."Ibe�le BFF BELOW FINISHED FLOOR FRG FLOOR RETURN GRILLE PSI POUNDS PER SQUARE INCH ._ - PRESSURE REDUCING VALVE � UNt T CONTROLLED GHP BRAKE HORSE POWER FRR FLOOR RETURN REGISTER PTHC PACKAGED TERMINAL AC UNIT CAP AC-1 AC: QUARTER TURN VALVE CC OOOUNG COY_ FS FLOW SWITCH PTHP PACKAGED TERMINAL HEAT PUMP (BALL OR BUTTERFLY) �. FLOW INDICATOR ROOM THERMOSTAT CD CEILING DIFFUSER FSG FIRE SMOlKE DAMPER QTY QUANTITY -�- THERMOMETER � EQUIPMENT CD CONDENSATE STRAIN FSG FLOOR SUPPLY GRILLE R DUCT RISE PRESSURE SENSOR NUMBER CEG CEILING EXHAUST GRILLE FSR FLOOR SUPPLY REGISTER RA RETURN NR PRESSURE GAUGE W/COC�C c�-I MOTORIZED VALVE, EQUIPMENT ,$YMEX CER CLUNG L 01AUST REGIS iLR FT FEET REF REFRIGERANT AUTOMATIC AIR VENT 3 WAY - CF CUBIC FOOT FT FINNED TUBE RET REP.jkN - DI D anotsi OF THROW MA14UAL AIR VENT EXJSTING TO REMAIN CFM CUEI1�; FEET PER MINUTE FTU FAN-POWERED VARIABLE ViOLUME RF RETURN FAN 1 - 4 -1---- TYPE N N CH CHILLER FUEL FACE VELOCITY RG RETURN GRILLE: CONCEh ERIC REDUCEREXISTING TO SE REMOVED �- CFM ---�--- --�E--�--I't--�--�--- CHWS CHILLED WATER SUPPLY GAL GALLONS PH RELAT.VE HUMIDITY AIR INLET OR SUPP�'_Z� CHWR CHILLED WATER RETURN GPH GALLONS PER HOJR RL REFRIGERANT LIQUID �-- ECCENTRIC REDUCER NEW Swar LdEQSY�� f1IIlFlli E CENTERLINE GPM GALLONS PER MINIUTE RLD RELIEF DAMPER ` ' ...- PIPE GUIDE PCIINT OF CONNECTION: VOLUMEDAMPER COP COU-TIC04T OF PERFORMANCE H HOOD RPM REVOLUTIONS PER MINUTE NEW TO EXISTING CONT. CONTINUATIONHC HEATIWG COIL RR RETURN REGISTER ---�-- TEST PORT —'FD t FIRE DAMPER (PETERS PLUG, OR EOUAl.) t--'F'"'" (� CPR AIR COMPRESSOR HD HEAD RS REFRIGERANT SUCTION (E) EXISTING TO REMAIN \ , -�---- FLEXIBLE CONNECTOR �1MOTORIZED CR CONDENSATE RETURN HD HUMIDIFIER SA SUPPLY AIR (X) EXISTING TO BE REMOVED/DEMCIIISHED MD AMPER S� • CRG COLING RETURN GRILLE HP PACKAGED ROOFTOP HEAT PUMP SO SLOT DIFFUSER I - T & P REUEF VALVE (N) NEW, FIELD VERIFY EXACT LOCATION SO' RECTANGULAR ELBOW WITH (� CRR CEILING RETURN REGISTER HP HORSE POWER 5+7 SMOKE DAMPER (W/ PIPE TO DRAIN) (V) FlFI� VERIFY EXACT LOCATION a� TURNING VANES �■b �- SNOCK ABSORBER J CRU SPLIT SYSTEM COMPUTER ROOM UNIT HRU HEAT RECOVERY UNIT SEER SEASONAL ENERGY EFFICIENCY RATING tR-W RADIUS ELBOW'S CT COOLING TOWER HTG HEATING SF SQUARE FEET BACKFLOW PFtEVENTER PIPING LINETYPE W HTR HEATER SF SUPPL`t FAN CTG CEILING TRANSFER GRILLE CONDENSER f-- _ CC CU CABINET UNIT HEATER HWC HOT WATER COIL SG SUPPLY GRILLE - - WATER METER C:WS SUPPLY WATER ROUND TAP IN DDUCTANGUWt �► RECTANG ,.. - - - - - •— — —, � MAN MATH 0001, CU CONDENSING UNIT HWS HEATING WATER RETURN SH SENSIBLE HEAT ,l H� B1BB �CWR- -- CONDENSER WATER RETURN ROUND ROUND BRANCH PROJECT*r CV CHECK VALVE' HWS HEATING WATER SUPPLY SOV SHUT OFF VALVE BRANCH SC" 0 STRAINER CHWS CHILLED WATER RECTANGULAR HE CV CONVECTOR NX AT EXCHANGE + R SP STATIC PRESSURE --' V---- SUPPLY -'+ MAIN WITH NO T_ RECTANGULAR 4 CV VALVE FLOW COEFFICIENT IAQ INDOOR ,MR QUALITY SR SUPPLY REGISTER UNION - - - - - - - - - ul CHILLRETUN WRIER 45, _ s■ BRANCH "--� 1 CW COLD WATER ID INSIDE DAMETEK 1 SST SATURATED SUCTION YEMPERATURE' HEATING WATER 15° MAX CWR CONDENSER WATER RETURN IE INVERT ELEVATION ST SOUND TRAP PUTAP HWS SUPPLY f-- CONCENTRIC A CONDITIONS ;MOWN ON THE PLANS RELATIVE TO ?--�T---d SQUARE TO ROUND THE WORK TA BE PERFORMED ARE BASED ON THE .- - CWS CONDENSER WATER SUPPLY LHP SPLIT SYSTEM INFAT PUMP (INDOOR) STM STEAM --HMR- - - - - HEATING WATER BEST INFORMATION AVAILABLE BUT ARE SUB.�CT --IIF-- PIPE ANCHOR RETURN ECCENTRIC TO VERIFICATION. VERIFY EXISTING CONDITIONS tu D DUCT DROP IN INGLES STM STORAGE TANK RECTANGULAR AT S11- PRIOR TO FABRICATION AND INSTALLATION. STM STEAM --15' MAX. OP. ROUND) VERIFY LOCATIONS AND ELEVATIONS OF LTUJTIES. ` DB DEuBEL KW KILOWATT TD TEMPERATURE DIFFERENCE PRESSURE RELIEF - - -- - -C- - - - STEAM CONDENSATE _30' TRAASITION CORRECT DEFICIENCIES CAUSED BY FAILURE TO - 0- VALVE PERFORM SUCH VERIFICATIONS AT NO EXPENSE DB DRY BULB LAT LEAVING AIR TI;MIPERATURE TEM'' TEMPERATURE - ------ COLD WATER � NEIN SYMMETRICAL TO OWNER. IMMEDIATELY NOTIFY ARCHITECT' CIF" f� WYE CONDITION IN CONFLICT WITH THE PLANS. 10 DC DUST COLLECTOR LBS. POUNDS IF TRANSFER FN ---�0 FLOOR CLEAN OUT HOT WATER w ` ', 0 EXISTING WORK SHOWN ARE NOT AS-BUILTS, OG DOOR GRILLE LEG L.M�AR EXHAUST GRILLE TG TRANSFER GRILLE � "'^"I� •^" THEY ARE BASED ON AVAILABLE DRAWINGS AND r ----1 WALL CLEAN OUT HOT WATER SYMMETRICAL WYE INFORMATION. FIELD VERIFY AND CHECK OF DUCT FURNACE LER LINEAR EXHAUST REGISTER TH TOTAL HEAT - - --�---- DIMENSIONS, AND MAKE ADJUSTMENT'S AS RETIJRN B` REQUIRED. DH DUCT HEATER LH LATENT ='F_AT TP TOTAL PRESSURE GLEN OUT TAP TO GRADE EXISTING PIPING OUBI.E FORMI D TURNING VANE.' C PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN EQ FLOOR DRAIN ACCORDANCE WITH ALL APPLICABLE CODE 1w1U DEHUMIDIFIER LRG LINEAR RETURN GRILLE: TU VARIATE VOLUME TERMINAL UNIT • SANITARY, ABOVE GRADE IgE LINE QQU&---I IINE REGULATIONS AND STANCARDS. DIA DIAMETER LRR LINEAR RETURN REGISTER TVE TURN VANE ELBOW ON FINISH FLOOR RECTANGULAR D COORDINATE INSTALLATION OF PIPING BELOW BQ ROOF DRAIN �--� DP DEW POINT LSG LINEAR SUPPLY GRILLE UD �:'NDER(x1T DOOR SANITARY, BELOW GRADE DUCT RESER GRADE WITH STRUCTURAL COMPONENTS AND OR FINISH FLOOR --pp ROUND OTHER `"YSTEM INSTALLATIONS. SHOULD PIPE DX DIRECT EXPANSION LSR LINEAR SUPPLY REGISTER UH UNIT HEATER FS �J DUCT RISER PENETRATION THRU CONCRETE GRADE BEAMS IS FLOOR SINK -SD STORM. ABOVE GRADE REC>':tFi£D, ASSURE MINIMUM 4' CLEARANCE EAT ENTERING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE V VOLT OR FINISH FLOOR .� )�t � RECTANGULAR Or-fWEEN T!"N OF BEAM AND TOP OF EDH ELECTRIC DUCT HEATER MA MIXED AIR f0 m CATCH BASIN SD STORM, BELOW GPtADE DUCT DROP P: _�Kh I INu PIPING. WAV VARIABLE AIR VOLUME �� "�" '!� �`- EER ENERGY EFF'K2ENCY RATING MALI MAKE-UP-Alk UNIT ( ) OR FINISH FLOOR ROUND E INSTALL NEW EQUIPMENT PER MANUFACTURERS VD VOLUME DAMPER HAND OPERATOR C----r ..-,_ DUCT DROP RECOMMENDATIONS AND AS SPECIFIED. PROVIDE REQUI ARG 'NO FOR EF EXHAUST FAN MAX MAXIMUM VEL VELOCITY -- ----- 13AL.ANCING VALVE ----------- � -r- VENT '`�--� SER'ACIINNG SECURELY INSTALL AU. EQUIPMENT, RECTANGULAR OFFSET � (CIRCUIT SETTER, OR EQUAL.) � PING, ETC. PROVIDE COMPLEl1` WORKING 30 INDICATES PIPE BELOW LESS THAN 15' S`37 M ENSURING SAFE AND SATISFACTORY EFF EFFICIENT MBH THOUSAND BTU PER HOUR W WATT -�Q------ GRADE OR FINISH FLOOR a'ER �2k205MOTORIZED A1,aN. EG EXHAUST GRILLE MD MANUAL DAMPER W/ WITH VALVE, 2 WAY 1p LIQUID PROPANE �..� RECTANGULAR OFFSET F 931L -.WrAnF.AIR; MINIMUM 20 CFM/PERSON PAIN ER EXHAUST REGISTER MH MOUNTING HEIGHT W@ WHET BULB --r-- Com__ NATURAL GAS ' MORE THAN 15' OSA AIR IS PROVIIDED. APRIL 2, 291 EL ELEVATION MIN MINIMUM WC WATER COLUMN EXPANSION TANK Pw PURE WATER (oq, DISTILLED, DEIONIZED, PPLAIMIN BY ELECT ELECTRICAL MS MOTOR STARTER W/0 WTHOUT REVERSEOSMOSIS) N NITROGEN ROUND WYE ---C:*— FLOW METER A ^IELIU N E IDE ' 4 ET EXPANrION TANK MW MAKE-UP WATER Wr'..r WATER SOURCE HEAT PUMP F EXTRACTOR EWH ELECTRIC WALL HEATER N/A NOT APPLICABLE FLOW aWITCH AR 02 0 A TANT DRAINAGE EX EX R Y I f I O N s A AIR EWT ENTERING WATER TEMPERATURE NC NOISE CRITERIA � BELLMOUrrI 04/06/01 EXH EXHAUST NIG NOT IN CONTRACT EXPANSION LOOP _ F FAHRENHEIT N0. NUMBER --ice-- EXPANSION JOINT ROUND DUCT F FURNACE NOP NORMALLY OPEN ROUND MAIN DUCT --�-- AIR SEPARATOR y WITH ROUND BRANCH FA FACE AREA NTS NOT TO SCALE CONICAL �E-/ TEMPERATURE SENSOR ROUND BRANCH FC FAN COIL OSA OUTSIDE AIR 15' MAX. FC FLEXIBLE CONNECTOR OBD OPPOSED BL-ADE DAMPER TEE 1--�-� �- ROUNDNTRIC TRANSITION FIRE DAMPER OC ON CENTER TEE WITH RISER _ _ ACOUSTICALLY LINED DUCT 51ZES SHOWN pirll�weaer�h. FOULING FACTOR DO OUTSIDE DIAMETER CIF �^ � TEE rMTN DROP APE N T INSIDE) "rg FLEXIBLE '' --- --- CROSS --- CONNECTION INTERFACE ENGINEERING Conoofling Enginoor# OoMod: Denny Jhovri 0542 SE Ldn Rd. MlMVA* OR 47222 2000-0910 . a 8370 SW Greenburg Rd. BUP2001-00038 y - 14 of 24 _,,.. .,_.,,. —.sr nao.•earXww.,-'�Wsa,7TiMM..►w.*n«.a._,dlV.. _ Auf- Y,'t+CS51.._....u,sk ru u..c.it +•u. -.., ., ♦� - f q . \ 10 )2 14 16 . j Iliilll Illllll 1111111 111!111 1111111 (111111 1111!11 1111111 1111111 1111111 Illilll illllll 1111111 IIIIIIII Ilillll 1111111 IIIIIIIIIIII II � I � I II I I VIII II II , III III I III III 11 1 I I II II Illli III ILII II III III I II II I II I I . ! 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EXIS'ING WORK SHOWN IN THIS PROJECT AREA ---- J W FL J I i I i i - I I I i I ! I ARE BASED ON AVAILABLE DRAWINGS. FIELD VERIFY ALL I ASU-3 1 965 w�FLG i� I I - - � I EXISTING EQ+.�"PMENT, DUCTWORK AND DIFFUSER LAYOUT SIZES Y ON ROOF (E) AND LOCATION.► {r_ - --J _.: - I I (8) DO NOT DEMOLISH ANY ROOFTOP EQUIPMENT. IF N©: REUSED. 12"a � ABANDON IN-PLACE. J I ASU-5 18 I-3 CD-1 r I OM ROOF E J 1- 0 WRGF 1 % ! ( ( 6"a I I V aeo w/Flo 116"m I I I O LD I I I - - 1 REF-1) 4 1 2 ]W�t z • I i 18"o I I t-r 011 0 _/� 10"a - 2a"a I I ASU-7 �" � � ---�� 7- { J I I I 8"a I I IC= _ J { ON ROOF ( •-2 GD-1 ON ROOF 415 _ w Tr NOTES THIS SHEE'r 16"0 I I I II 20"a 29• C_ D 14 0- CD-1 20"o I 14 a I { -' _ 415 Vdl FLD O EXISTING ABANDON ROOFTOP UNIT TO REMAIN ABANDONED. h4 ]CO-112x16 12x16 UPI- I Ff ::fl • CRG-1 O2 ROOFTOP UNIT WAS ALREADY REMOVED. BUT DUCTWORK MAY EXIST. DEMOLISH ALL — I ! 2 11 10" —za-i > I � 14"0 L -J 1 EXISTING W/ FLD STING DUCTWORK. 20o w 7-FLD II I -� I � _ 2 x22 CR1 li 20"a IC =__ -� I - ----- LF •16"o - 1 610 W FLD I I 1 I =:q --1-------L -� !J . L---------- J L-71 - I I I 16"0 12"O� I L J 1 I 12x12 HS-1 ' � - , ( / I - � - _ -- - - 375-...T 1 - - ASU-?�>- I I 1 i - JJ - - �� / 1 ASU-5 ON ROOF `�C I II L _JI 1 ON ROOF (E) 10"M-2 CD-1 I 12,.a I I 1 245JW/FLD ASU-1 \ 16 0 � � � 12x12 1 16"� T 10"a I L a I I 241 I T T _ 6 a tu +-- I Ir II Ic-- --_ 1 I I I I i1A2_ HE-1 1 14"0 I I Ih JJ I I - - I 14 M CRG-1 1 I 1411 CRC-1 375 I I `t 6,.a I I I I 365 W FLD I I 365 W FLD I I I 6 90 2 W1 FLD 11 I I I '- EXISTING EXHAUST FAN. 16 a I I I 16"aIl 14"a II 1 �� 1 12�M-4�CD-1 I I, 1 14 a I I I f33b_JW/FLD 11 c-_ -_J L -- I I 16"a I I 1'1x42 ON W/ II I I I i _ II L _ _ CD- I I i I - I Z4"`� FLD AT CEILING CD-1 12 I-4 CD-i I ! I I \ - _ - - -- - ^ - 1 I L- I I 41 W/FLD [�5 W FLD 255 W F-LD - - r --- - 14"0 14 • CRG-1 I 8 x22 CRG-t�r--- ---- - - --- _ 0 I I - 485 W FLU I �� 30 W FLD - 38x30 LS--1 I 24"m -J L---------------I-1- -L-= 3120 I�f-- - --------- =--T---I-- -T-- r —_� r• �� 7 111 I L -- _ .-L : 1 .�.I__ - - 8x36 W/ FLD-J 8"0 AT CEILING -/ 12 A-4 CO-1 ILII rXPOSED / \ 1 320 W FLD �_j 200 --w FLD rrlr 9 r tp 12'a 1 r IF-I � r --� - — �-7� IjI�=J�- - - -� 24x30 II I III � h II ( I - 'uT' - \ J I ( _ A� � }- _22x22 CRG-1 I I �, -.- I � 14"0 1580 , y 1'I.AN 22x22 CRCr-1 I I I I 4i__2__]CD-1 � 6o CD-1 120 22x12 rmw ��W ) I ( 1105 ]W/ FL[), 1 � W Flp � UP TO ROOF I I 18"0 I IFPW a„ T NO. 4 CD-1 JACK _ _ _ _jII W FLD (- I I I II T _ 7.2x24 Ak20S F jl ASU-4 ! IA 151-3 EF-1 SUSPENDED 8 •_ CRG-1 12 8-- CD-1 12 0-2 CD-1 �I� �� y ABOVE CEILING 105 W FI_D II �� II -22x12 �IRAY'N4 ' _. _ -0 W�FL D E 320 . W FLD 6 O CEG-1 1 22x22 CRG-1 J O- Ia CD-1 &4=41c 6Y 1 W, FLD [__17!p_]W/ FLD � 160-_ W1 FLD ReyisioNs ' 04/C3/01 1 DEMOLITION - FLOOR PLAN - MECHANICAL HVAC/4• No1'-0• olMnrrrrxt+ww INTERFACE ENGINEERING Cenaniting Engineers OOf Denny Jhavod es+z sc ldtra Iw. 4A on 2000-0690 003AeIIM IN 9370 9W f3roenburg Rd. SUP2001-00038 15 T., of 24 w111-111 q ' • /r ""^'' ...-..-.-._�..,..,.._-....... -..-__.. w .. -- - - . .. - - ..........:a..+..w.x...,.-w^+1Lr_-�. ^�"„ ".'n"°"row-`�,.�.r1--......_.�."t-�,e••�. / � � ., "�r` . • r 7 6 r0 j r? 14 16 i { iliilll (IIIIII IIIII!1�ill!III Illllli 1111111 1111111 1111111flllllll 1111111 1111111 1111111 Illllli 111111! Ilillllllllllll I I I IIIA 111111 IIIIII11� 111111 IIIIII111,11111 111111111111111 1111111 IIIIII 1111111 II I I I II 1 I 1 III I III I I VIII II � -� I 111111 Inr Ir��uMl1 �11tAi' Iirlr{ri�i�rnrlrSliruua�uulr�frrulr �nr�lr9lrurinf��iluu u111Ali11101i1rulr�i�inrliSlirnlr6lnirlr��irultTfi�rurlry�ur 1 11 r r r�rurlrl��tu�lt4�urrlrSlrurlr��r►rrlr n�uulr�i�rur{rt�ilrrrrlrr!'Ir�lrr�+mrl�i�rrrrlr n rrrrlr��rrrr{�ilrrrrlrr�i�rrrrlr��urrlr8�rrrrlr�lrrrr{rru t�tt��rr lilt 1111 S Nf FESS' ,802 °z µ_ OR dA,;rtk .'� P •�, O EXPIRES 12-31-01 l TI1.. ANm / r vGHM117T O ASU-1 - _ � - AItGMIT�GT>wrs,. 70 1 50 1 250 TW. 2 ON ROOF (E 060 011. I'II"1�ITe -- �—_ 1 �ZO.6lfl� NOTES THIS SHEET 220.0810 � -------' t�o+c�IlandM:hfl+ldtcom - Q FIELD VERIFY EXACT LOCATION. ue a $ M. p CONNECT NEW DUCTWORK TO EXISTI#4G L''IiCT 8•o 8"* 6"e 12"e DROPS/RISERS FROM UNIT ON ROOF. PROVIDE NEW DUCT I - 6"d RISER TO IA,:TCH EXISTING DUCT RISER. PROVIDE DUCT TRANSITION AS NECESSARY. FIELD VERIFY EXACT SIZE: I?IREGTCR� O"'i=LGE 8!�EAK c'.?M 8"e AND LOCA kA Or EXISTING DUCTWORK. 10"e -1 r' ABANDON UNIT. CAP ALL DUC'1 RISERS APPROX. 12" RG-1 -- --- -- --- }e"* - - -- --------- ---8• — ---- - - --- - ----- -- 8•, BELOW ROOF. 50 1 - --- ' T 8"• / V CEILING EXHAUST FAN �,,. GRILLE SUPPLIED WITH FAN 1000 C -t REF-1 UNIT. -2 11-E5 --- 27 a 0, \ON 00 O 8"e DUCT UP TO OSA INTAKE VENT ON ROOF. FIELD r l00000000- 1 VERIFY EXACT LOCATION OF ROOF PENETRATION. ADJUST - _ I C'% -6 -- -- \1 X-RAY OON1 VOLUME_ DAMPER 70 75 CFM OF OUTSIDE AIR INTAKE. i 8 e - -- -_ , ,- -_-'3N ROOF ) - -_--.-- __ .. _.- ___-__ ____ _ _._ 1x1 CRG-. r 8 ALL DUCTWORK INCLUDING DIFFUSERS/GRILLES BELOW 4 _, �- �- SHIELD IN MRI ROOM SHALL BE OF ALUMINUM. NO " 50 IYP. 2 - - - -- - `�_ - 6'0-2 CD-1 _ --- - 6 e I 100 FERROUS MATERIAL BELOW SHIELD IN IRI ROOM. 1 , PAT Ewe ' ' ENT 1 8x8 CRG-1 � � F71. I `I ADVOCATE _ _ -- - _.. _ 17 ' e-4 C0-11 L - -- -- - ---- / I Nj 1 160 14"e-- 12"e ; ; REDINb RODM w 860 WO L 1 u Tal _ - I-- -- / � � � 1 , 14x10 CRG 1 1 1 ------ -- ----•--------- -- --- OOF I 1 ROOF (E) ! V 600 z° oil 10"e w 1 1 16"e 68"e 8'I ;-1 - j: j1 12 r 1 �. �G i 2 - 6 e-4 -1 T i i - -- - - - _ 4 t:0 --------- _ REGEP , ION 2 / s"e I -- 12weI--.---------- 14"e ' wpm --- ---- -- --- 6"' 4 6"e1400 1 10* 1 ASU-;i` 14 a 8"e� - --- rC�l f -1000 ON ROOT (E) I I RUO w II I I 6w*- ' ... GONSU�.T1Nb � I e-e o"' 6 e-4 -1 12 6"e_-- �--------- --CHAN GHANb1 I - I ' R OM ROC. TYP. j I 6 \ 1402 IRG-1 C -10 I 1 ul '! 14"e STAR JI --- Y --- �4 CD-t E EGT WA('Til'�6 AREA " -_I ex CRG-1 CRU-1 1 CRU-2 1 1 i �% II _1 r' _.___ IN CEILING IN CEILING ------i I 10»* EXISTING EXHAUST --- I I CRU-3 1 I 1 FAN ON ROOF. 1 1 30x14 , ' r % 120 CIRG-1 i i T CRU-3 1 1 5 ' 1 --- ' ' _ _ ----- -5 _ -- ` 1 1 - x \ , u r ,_ i ' J 1M FILING T - 1 CRU-1 T c.� I ; 'I 'T a` 6"e 1 1 1 pp" fs� 1 1 w w I 1 1 1 V e fi I x 1 1 _ 12 A I x 1 — 1 1 1 x10 SG-1 1 �- 1 1 `'' 5 1 cy i ai' 245 F-071 . i i i i ` 41 1TYp. 1 1 ` _ - i l______ e- - 16X14 L 55 / ' ` - 12"e i 1 ' ' ` - _- _ 1 1 14x12 RGWAC -1 ` � 1 I I 11 I - w all PLO= FLM — — — ,, , 1 x -3 �'` i i 1 <; i i i i e- CD-1 I I 1404 }- - - _ CRG-1 ;: 100 1 1 — 1 I I 1 1 1 r ''k3 1 1 6 ON7RO!-. Room 1 14x1 10"e DATE TYP. APML 2,200 M'XI; ROOM I 1 j f �w� DY t `tom 18x14 J'�J I o 12;12 SG-1 clmw. BD VY v x.. .. Y.. ---':t• h`swid�ri £f�#t.`. `2 o:`e vf: y' �, ":;;:<<r• : a A�1.1-4 3 ` -1 CD-1 - - 1/ S 1 A N 6 ON ROOF (E) • 2 04/06/01 1 FLOOR PLAN - HVAC 1/4" +'-0" @%mpg (Wants >I�A m 02 I PITERFACE ENGINEERING Cc nsultint Engineers CcnlEact: � Denny Jhe,eel 0642 SE Ldw lid. �� as 9rrQ / 2000—OS 1 C .e ' 8310 5W(irae�uurg Rd. J SUP2001 00038 -16 of --4: 10 12 1 4 16 .. i . Iliilll Il�illl 1111111 III!IIIIIIIIIII 1111111 111111! 1111111 1111111 !1111111 I"' I I ' - � � � I IIIIIIiIll�llll 111111111 ,1111 III IIIIIIIIII III �, II I I IIII I II I III ILII ILII ! II I! I I III I I III I I I II II I ►1111 ILII III III III IIIII I . , I ILII I I II III II I III IIIII II ISI III II I I ILII,�l i�ltt'f�IIIli111111►fiiltllll�f111IIIHlI��nllulllllfllll�llnlll�lnn�l��lfllfl!�I��II��nIIIIII1IluII1111I1111111111n1ili�lllllll��lll:Il�IIulII1111�1IIIllIIIIuII II I I IIIIIIIIJ�I1t1�1111111�I�I�IIIIIIli111:1'11 Illlnlllllllul)III�IInuI111111�I1111I1111111111n1111111fuI111��1I1111111I1u1111�Itlllllll�llltlll�lnllll�lln11111111[{1Iu�11r111��1u1Lillnlll�ln1111 a,'•e� �� y� F.�G I N��,Pss . 1 0,802 C r$. eT r 1 �,�.�},ro ,; OR 17 � C . p 3 EXPIRES 12-31 ,, , ' ABANDON UNIT. AW� i . k . CAP OFF DUCTS 12" BELOW ROOF. 'TILAND ` C, ASu-, S Co H M I n T ON ROOF (E) A lA 4 M I T•G T w PAL lift O.K INIPIW AVS NOTES THIS SHEET AINIT11 1 FIELD VERIFY EXACT LOCATION Of EXISTING ROOFTOP EQUIPMENT. TYPICAL. PAX REF-1 1 ZZD•Bil!► O FIELD VERIFY EXACT LOCATION OF NEW ROOFTOP EQUIPMENT. NdwI��llrwmtiritMldt cow+ ON ROOF (E) PROVIDE OUTSIDE AIR INTAKE VENT HATH MINIMUM 0.37 SQ FT. FREE AREA, DESIGN BASED ON GREENHECK MODEL GRS-8. SEE DETAIL r 1 4 FIELD VERIFY EXACT LOCATION ASU-6 �- OF ROOF PENETRATION. . ON ROOF ( O PROVIDE EXHAUST VENT HATH MINIAMJM 0.37 'a FT. FREE AREA. DESIGN BASED ON GREENHECK MODEL GRS—Q• SEE DETAIL 1/M4. FIELD VERIFY EXACT LOCATION OF ROOF x ASU-3 PENETRATION. ;r ABANDONED H 0'0 EXHUAST VENT V r O1 ASU--7 '? O ASU-5 ON ROOF (E) F ON ROOF (E) lu z to a $ 2� CU-1 2 CU--2 r--- ----� r 1 --------•-----i 1 1 1 I 1 1 1 1 s s 1 i_ 1 IL----- 3 -w�----_J I 1 1 1 L------------J L------------� 3 ju/ EXHAUST 1 ' 3 ON --i-- �;J ROOF (E) r 2 CU-3 -- --- 1 1 •, I I .. r 1 1 1 ' c .. L--------------A �-----ABANDON UNIT. ,� CAP OFF DUCTS 12" BELOW ROOF. Si — . I&T NO. oN ROOF (E) 21:2 t* laA'M e AP"IL 2, 2LAI L>AtA1Ml 0r1' C446ailcw By 1 ROOF PLAN HVAC R o v i o i o w s Ll�l 04/0e/01 I,• a„ AMAI"19(se�/w Ie0�11p'rJly'� J I a• I I' it INTERFACE ENGINEERING k J•lS4 ,a r OorAert Denny Jhaverl 0542 SE Ldr Ied. r..w�, at •7222 2000-0910 awe 9370 SW Orr burg Rd. ' 17 of 24 • �...,._�� .. aYYk• .. ,� � ..o .•........- .. ,.. .-.� .. ,raw�r,,y,.�v -'�T _. ` • 10 i? i4 , 16 1llilll� Illllll 1111111 1111111 I�IIIII !!11111 1111111 Illllll Illllll IIIIIIIIIIIIII � + i � ( I 1 1111111 Illllll 111111) 111111. 11111,111111111!11111 Illllll��lllill IIIIlII,IIIIIII Illlllllitlllll I I I I I I IIII Illllll i110111flllll I lill� il Illllll I IIIA II I Irn��i��;i�liNrh1�01tI�i�u�tlh��trnlu�ruuriTi�uulr��atnlr��urrlrr�ir�eruluf�I��luu Illllll�rrrrirlTiOirrrlri��rrnlrTrlrurlrr6�rnrlrTll�rrulrTfi�rurlr�lnr�j�Ytlt rr r r t�turlrTi�nirtliti,�unlr��u:rlr�i�rutli u�rurl�TTi�n.rlrl�i�rurlrrirlr�IttTl�nnitTTl�rnrlilir�unl�Ii1�ttnlr��uttltTi�rtnlr��tutltlfi�ult�til�Itulutil� t�rr� I� 3 �� u It Hill n 11111 ultTi� o f ` " ». - •'IGil:ir`',�,f+..,,K..r.-SVrfs+r!""• •_'- �' *! e� I '.�,k S �0 PRO ��C' ��sS\ 10,802 i r THE WAVEGUIDE AIRVENTS MAY BE LOCATED IN THE WALL OR THE I COORDINATE SIZE AND LOCATION OF ROOF CEILING OF THE MRI EXAM ROOM. CONTACT UNDGREN FOR ASSISTANCE / EXISTING EOUIPMENT SCHEDULE PENETRATIONS WITH GENERAL CONTRACTOR. IN SELECTING THE SIZE AND QUANTITY OF THE HVAC WAVEGUIDES. vG�y tg t9� / ALL ROOFING AND CURB INSTALLATION WITH OILING DETAIL SIMILAR. ALL DIMENSIONS METRIC. .y `F s1f1�OL flow" GENERAL CONTRACTOR. 1 P ASU-1 ACKAGED ROOFTOP AC UNIT DON UNIT <0 C pec LENNOX MODEL: GCS I OX-653-'1S--3Y CAP DUCTS EXPIRES 12-31-01 SEE DRAWINGS 45mm RF WALL PANEL 6X600(;/4`X1/4") BIRD SCREEN ----- ROOF VENT BY CIDGRFi �� SHIELD T I L A N ASU-2 - PAGED ROOFTOP AC UNIT -- - ---- ALR►AOY REMOVED MESMESH.------- HVAC DUC�i (N.I.C.) s e M lC.) DT ASU-3 PACKAGED ROOFTOP AC UNIT ABANDONED COUNTER FLASHING---,,,,,, - - - - - - ^1t&1# 1 T m G T m6'A __ _ WAVEGUIDE MAY BE - - --_ -__ NOTA 2 - LAG BOLT-- � ASU-4 PACKAGED ROOFTOP AC UNIT 208/30 ABANDON UNIT (1 ON EACH SIDE) I.00ATED ABOVE OR ------ WA%,'FWIDE AIRVENT S00 6A 1011"M ,AV&" LENNOX MODEL: CHA15-413-1Y CAP DUCTS BELOW FINISHED (VARIES ACCORDING WL GUIT11 40* SEE DRAWINGS ROOFING 8' MIN. CEILING TO DUCTSIZE) POKILihM OR M1204 BY UNDGREN 0100) =0•bgrf ASU-S PACKAGED ROOFTOP AC UNIT, 4.5 TON 480T30 EXISTING UNITX10 I. SUPPLY: 1800 CFM. 285 CFM OSA.. NOl E 1 DUCTIMURK FASTENERS (N.I.C.) HEATING CAPACITY:115 MOH INPUT, COOLING: 37.5 MBH SENSIBLE BRYANT MODEL: S800EVOG0115AAA8 ROOF �� INTERIOR FINISH (N.I.C.)/ FIRE TREATED -- _ - __- _..__.- ._� - FLASHING DUCT SIZE AS DIELECTRIC COLLAR ASU-6 PACKAGED ROOFTOP AC UNIT, 2.5 TON 208/10 EXISTING UNIT �� NOTED ON PLAN. OPTIONAL VERTICAL -- DI UNDGREN SUPPLY: 640 CFM, 165 CFM OSA. NOTE /1 TRANSITION TO FURRING HEATING CAPACITY: 80 MBH INPUT, COOLING: 15.5 MEIN SENSIBLE CANT:___// P UNIT ASPARENT WALL CARRIER MODEL: 48SS-0300803210REQUIRED. SOmm INSULATIONASU-7 PACKAGED ROOFTOP AC UNIT, 3.5 TON 480/30 EXISTING UNIT2X ASQUIRED SUPPLY: 905 CFM. 180 CFM OSA. NOTE 1 TYPICAL HVAC% WAV. M IDE HEATING CAPACITY: 120 MBH INPUT, COO'.ING: 22.0 M8H SENSIBLE CARRIER MODEL: 48SS-042120611 1 ou"Ira'IDE AIR AND VENT 4 DETAIL RF SYSTEM) N f NOTES: 1. ADJUST UNITS AS NECESSARY TO THE REOUIREC CFM AS SHOWN ON THIS SCHEDULE. NO SCALE NTS N 2. FIELD VERIFY THAT DUCT RISERS TO THE UNn ARE CAPPED OR RENOVEU. �-- _ NEW EOUIPtUMENT SCHEDULE �� pYpN �pC„� Iamom PIPE CLAMP ONE SIZE -- CRU-1 SPLIT SYSTEM CEILING MOUNTED COMPUTER ROOM AIR CONDffX*4NG UNIT CAPACITY TO MATCH CU-1; SfJWES MRI 208V/1• LARGER THAN INSULATION 780 CFM AT 0.3 E.S.P. 0.2 HP DIAMETER COOLING: 18.4 MIN. MBH 'TOTAL. 15.0 M13H SENSIBLE COOLING CAP. O 75'F MO. 50.0% RH. 39.0 MCA " HEATING CAPACITY. 12157 BTUH (3.6 KW) 18 GA. SHEET METAL SECURE WITH 1X1/4 PROVIDE WITH E ICTRIC REHEAT, STEAM GENERATING HUMIDIFIER, & CONDENSATE DRAIN PAN. OF PIP FULL PERIMETER LAG BOLTS. OF PIPE INSULATION. UEBERT MODEL MINI-MATF� MM019E. WEIGHT: 225 LOS. SIZE: 301* x 54"L x 20" H. FOR PROTECTION OF PIPE CLAMP ONE SIZE z 96 tu �t: INSULATION. LARGER THAN LIQUID UNE. CRU-2 SPLIT SYSTEM ANG MOUNTED COMPLITER ROOM AIR CONDITIONING UNIT CAPACITY TO HUTCH CU-1; SERVES CT ROOM 460V/30 2500 CFM AT 0.5 E.S.P. 1.5 HP SUCTION LINE.- COOLING: NE.-- LIQUID LINE. FASTEN 4X4 TO COOLING: 60.9 MIN. MOH TOTAL, 52.8 MGH SENSIBLE COOL114G CAP. O 75'F EDB, 50.0% RH. 34,0 MCA ROOF AS REQUIRED HEATING CAPACITY: 3'x 100 BTUH (11.5 KW) INSULATION. 0 PROVIDE WITH ELECTF'IC REHEAT. 'TEAM GENERATING HUMIDIFIER. & CONDENSATE DRAIN PMI. w I SEAL All AROUND UE04ERT MODEL: MINI-MATE2 MM;OE. WEIGHT: 500 LOS, SIZE: 511* x 48'L x 24' H. 4X4 TREATED SUPPORTS Cr2U-3 SPOT SYSTEM CEILING MOUNTED COMPUTER ROOM AIR CONDITIONING UNIT CAPACITY TO MATCH CU-1; SERVES CONTROL ROOM 20AV/10- 885 CFM AT 0.3 E.S.P. 0.5 HP COOLING: 23.7 MIN. MOH TOTAL.. 10.3 MBH SENSIBLE COOLING CAP. O 757 EDB, 50.0% RH. WA MCA ' HlAT1NG CAPACITY: 16040 STUN (4.7 KW) 3 Ck PROVIDE WITH ELECTRIC REHEAT, STEAM GENERATING HUMIOIFTER, & CONDENSATE DRAIN PAN. UEBERT MODEL-• MINI-MATE2 MM24E. WEIGHT: 225 LBS, SIZE: 30*W x 56% x 24" H. �- - w ROOF ASSEMBLY CU-1 SPIT SYSTEM AIR COOLED CONDENSI4G UNIT (TO MATCH CRU-1)� 20OV10Ll �. 18.4 MIN. MOH TOTAL.. 15.0 MBH SENSN IE COOLING CAP. O 750E EDB. 50.0% RH. 0.2 HP • UEBERT MODEL: PFCO20A. WEIGHT: 20OLBS. SIZE: I$'W x 400E x 24" H. WEIGI•ii 13.0 MCA CU-2 SPLIT SYSTEM AIR COOI.Er C:ui::1ENSIWG UNIT (TO MATCH CRU-1) 46CV30 ul 60.9 MIN. MBH TOTAL. 52.9 MBH SENSIBLE COOING CAP. O 75"F EDB, 50.0% RH. 0.5 HP ROOF TOP UEBERT MODEL: PFC467A. WEIGHT: 351 LBS. SIZE: 18"W x 53'L x 36" H. WEIGHT 14.2 MCA CU-3 SPLIT SYSTEM AIR COOLED CONDENSING UNIT (TO MATCH CRU-1) 208V102aERA11ON PIPING DETAIL 123.7 MIN. NBH TOTAL, 19.3 MW SENSIBLE COOL94G CAP. O 75'F EDB. 50.0% RH. 0.2 HP J UEDERT MODEL- PFCO27A, WEIGH: 200 LBS. SIZE: 181* x 40"L x 23' H. WEIGHT 14.2 MCA NTS 0 r 1 DIFFUEDER, F�:CaISTER_ AND C_�RILL_.E "%C_HE_DULE A ROUGH OPENING 1 FOR LARGER THAN THE FINISH TRIM SHOULD RBE MUST BE PROVIDED FOR INSTALLATION. ANY FINISH TRIM SHOULD BE INSTALLED AFTER THE WAVEGUIDE AND ENCLOSURE HAVE BEEN TESTED. SYLIKL TwE_- FAIL__.. DAHISt Fi HCl" NO. tom'$ ALL DIMENSIONS METRIC. CD-1 CEILING DIFFUSER PERFORATED T-BAR MONE WHITE TITUS PCS 4 DIELECTRIC UNION BRASS LOCKNUTS ,,....uu Ca-2 COLING DIFFUSERI PERFORATED SURFACE 0130 WHITE TITUS PCS BY UNDGREN BY UNDGREN CD-3 COLING DIFFUSER PERFORATED--- SURFACE OBD WHITE - TITUS PCS-M - ALUMINUM MODEL BRASS FEEDTHROUGH -- _ WAVEGUIDE BY LINDGREN PARENT WALL AI CEG-2 V COLING EXHAUST PERFORATED SURFACE OBD WHITE �-ii�PA-R / / WVAC CRG-1 COUNG RETURN - PERFORATED T-BAR NONE WHITE TITUS PAR r-rw,.oA'Wlr NO. GRN..LE CRG-2 CEIUNG RETURN PERFORATED SURFACE OBD WHITE _ TITUS PAR RF PANEL W/COPPER SHIELD N205 GRElE _ BY UNDGREN •- 50mm INSULATION (TYP) CRG-3 COUNG RETURN PERFORATED d SURFACE OBD WHITE TTTJS PAR-M ALUMINUM MODEL 1aNTL' _ GRILLE _ _ L 2, 2dW RG-1 SIDEI*AilJ - ^ HORIZONTAI_ BAR 1/4" OBD W�SiTE TITUS 350 RL -' E7R�:rHHN By _ RETURN GRILLE 35' DELI.. BORDER _ _ SG-1 _ SIDEWALL '- DOUBLE ---- -- 1/4" - 080 _ WHITE TITUS 300 RL - --- GA WAKln M' _ SUPPLY GRILLE I DEFLECTION I BORDER SWEAT ADAPTER ' OPTIONAL FURRING BY UNDGREN R � V � � � � N • EXHAUST AIR FAN %SCHEDULE PLUMBING CHILLER AND mom----- --- -- - - -- INTERIOR FINISH (N.I.C.) REFRIGERANT BRANCH 04/06/01 �1�01. H>QIIOq TVFW CPY f0 -HIR 1ilMM RI'Y I Ialmoxg wlmwmMwm Nm 1111111IMKB PIPING EF--1 _-RESTROOM COUNG j 120 1 0.375 1 12911 1050 5- 10 GREENHECK SP--9 130 WATTS OUTDOOR AIR COMPLIANCE CHART TYPICAL PIPIT WAV UIDE - - -- - - -- - __ _- - ---- sufty - _- - 3 DETAILY Miff. UM NTS AMA I ]D ___---.-_- _ 1111 _ DEDWI i _ -' CFM _ PEOPLE M PERSO . CFI CFM (,.,.ti, ►W OFFICEc, pe.`uirl5 _ - ASU-5 RCOFfOP AC--UNIT _1,800 14 20 280 263 _ RECEPTION, WJYIING ASU-6 ROOF►OP AC-UNIT_ - 640 _- 8 20 160 _ 188 X-RAY, READING ROOM ASU-7 - _ ROOFT,DP AC-UNIT -_ 905 9 20 180 ISO MRI ROOMCRU-1 _ -_ CEILING AC-UNIT 750 3 20 60 75 CT ROOM _ CRU-`.: CEILING AC-UNIT 2,500 3 _ 20 _ 60 75 CONTROL ROOM T CRU-3 CEILING AC-UNIT 885 3 20 60 75 1 N T E R F A %.;E ENGINEERING Conooltiog Estino • r • Denny Jhaveri e542 SE Law Rd. 19111oIIMie„ OR 97M 2000-0910 . 1370 SW Greenburg Rd. SUP2001-00038 is Of 24 t' ... .. _. ws �n4Mr!I�'i'w..!Ny«ni`aNle'9T 'rlll't'.a^'RP''^ 4v a:..1_ _.-..+.- '+$Y. --v .. _ _. _....iyw,.y,M..h(, aw ..1^t. ._,.+.-......:w.- _ ..: ... _._-_ �f•+ "h. . . 6 10 IIIIIiII llllllllllll(II II� IIII �IIIIIII 1111111 IIIIIIIHlil IIIl lkIIIII 111111111111111 HIIIII1iIIIIII 1111111 111 �in gni �uu�i n�IIffTITi�fnIllllfl��Iuli �unui�il�nuli sit �n� Iifl�Tl� nu i i�iuiliAl�uo�Illii�uuli �i�ul� �ui�la h1I1ifiill111 11111ilALiuliif1,luINAIllIIIIIIll ulIIII ;IIIIi9Ill, 1411 11,41111 ini1111� fill 0 PRa GINE s W cl 10,802 7 9 2 EXISTING M PLUMBING FIXTURE SCHEDULE 0 CONNECTIONS °U4,(�y1e'��P�� - SYMBOL DESCRIPTION v c . PF r —_ . ..... ..... ........._ 2 WASTE VENT CW HW 11 / EXPIRES 12-31_--0 t lo - -x x-.--0 W8 A:NOW W0611111001111011 WC-1 HANDICAPPED WATER CLOSET: FLOOR MOUNTED, TANK TYPE, ELONGATED BOWL, VITREOUS 4' 2" 3/4" --- t 1/2' "... . . - CHINA, SIPHON JET ACTION, BOLT CAPS, SUPPLY AND STOP. 17' RIM HEIGHT. U FOR X-RA) T `„ R00ONLY CEILIIJG TF AMERICAN STANDARD 2168.100 "CADET 17"H EL 1.6/FA' S M ( BY EQUIFn' SEAT: COMMERCIAL WEIGHT HEAVY DUTY SOLID PLASTIC OPEN FRONT WHITE STAINLESS �--- •-- i STEEL rHECK HINGE, WITHOUT COVER, CHURCH 9500C. Ale&NITEOTkp& _ I �: FLUSH LEVER TO BE INSTALLED ON WIDE SIDE OF WATER CLOSET ENCLOSURE r AS REQUIRED TO MEET ADA do WAC REQUIREMENTS. NEW _.. __. >� !j!'V. rlt'TH A STRUCTURAL .__� SUITC 406 ,. BEAM EXISTING CW — oR �nzo4 CONNECTION TO L-! LAVATORY: COUNTER MOUNTED, FRONT OVERFLOW, VITREOUS CHINA, 20"X18" FOR CONCEALED ■ ■ ■ r 33" O`65i6 _- _-_- -- __-___ --- __--- - ------ REMAIN ARMS, SOAP DEPRESSION FAUCET HOLES ON 4" CENTERS. 1-1/2 1-1/2 1/2 1/2 I'AX (>i�) �O.OSIO F FILLS DiREGT01� 5 f�GE Q L. - AMER;CAN STANDARD 0478.028 "AOUALYN". Ex15Tlivca �0_� - ' CEILING TL FAUCET: 4 CENTERSET SLOW-CLOSING, METERING FAUCET WITH BLADE HANDLE FOR ADA EXISTIT4G X•-RAY ROOM BY EQUIPi' COMPLIANCE. ROSE SPRAY OUTLET WITH 0.5 GPM FLOW RATE. VANDAL PROOF. 5TRUI In GRID STRAINER DRAIN ASSEMBLY, SYMMONS S-60-G-H. FITTINGS: 1-1/4 X 1-1/2 P-TRAP. SUPPLIES AND STOPS. �— — --- - — - --- S-1 SINK: SINGLE COMPARTMENT, 18 GAUOE:, TYPE 304 STAINLESS STEEL, SELF RIMMING, 2" 1-1/2" 1/2* 1/20 3 V I + ---- 22" FROM T TO BACK x 25" LEFT TO RIGHT x 8" DEEP, THREE HOLE, J-35 eZ 1 --- - - CUP STRAINER. POINT OF NECTION JUST MODEL SL-2225-A•-GR. TO EXIS 4" WASTE FAUCET: SINGLE_LEVIER TYPE, SWING SPOUT, AERATOR, CHROME FINISH, DELTA MODEL 100 x PATfENT OGATE -- -------- ,�-• . � .................................................... FITTINGS, 1-1/40 X 1-1/2" P-TRA , SUPPLIES AND STOPS. 1 _ --- - ---- N FD-1 FLOOR GRAIN: STAINLESS STEEL BODY AND ROUND ADJUSTABLE STRAINER HEAD WITH 2" 2" N SATIN FINISHED TOP. STRAINER DIAMETER 7', OPEN AREA 9 SQUARE INCHES MINIMUM. ----- '� I 1 - I1 I I TRAP PRIMER CONNECTION. PROVIDE WITH P-TRAP. i I READING !:%QOM f J.R. SMITH 2005-A-B-U-•PO50 ' HARKI T I N6 - , I -� H8-1 HOSE BIBS: BRONZE NICKEL PLATED QUARTER TURN NON-FREEZE HYDRANT ___ ___ 3/4" ___ "� WITH 3/4 HOSE CONNECTION, INTEGRAL VACUUM BREAKER WITH VANDAL RESISTANT CAP AND �/ ~ _ ~ ■ I "T" HANDLE KEY. LENGTH AS REQUIRED BY W;LL THICKNESS. » I _ 3/4■ J.R. SMITH 55090T I An �eG , ION I M II 1 1 -- _ RCP-1 RECIRCULATION PUMP: BRONZE BODY _-_ ___ ___ ___ 1 I I 1 I BELL do GOSSETT LITTLE RED LR-158 PLUMBING LEGEND 1/20 I }•- GONSULTIN6 Gf�A1411 NG G A1eGINcS GhA�Nc51NG .............. �D I !QO: '�! ROC?M - COLD WATER I I *> i I I I I 1 --- _ —------ HOT WATER AXTIN6 FLEA I I 3/4" l L�L __ J I �— _ y_ D p HOT WATER REaRc. - i� 0--- 3/4" / w _ -�" PIPING BELOW GRADE 0 ELEG -- •— -- — -- --- — -- — ---• VENT _ EXI61'I CRUr WASTE. BELOW GRADE ju 1 #_ WASTE, ABOVE GRADE RCP--1 a Z .Y. I EXISTING WATER HEATER ---- GW GREASE WASTE, BELOMI GRADE / 3 I 3/4" ■ 10 G NATURAL GAS, lu 3/4 � STANDARD PRESSURE OE D D 3/4■ --- �" — —_ --- -- --A ra CLEANOUT TO GRADE I . EW — ._ EW FINISH NTRUCTLIR TRUCTU WALL �MIOUT DEQ FLOOR DRAIN I 11 OR FLOOR ;` '• ., 'I i `_' L' "r---•D 8 EXISTING FQ ----�wr'� r 3/4TEMPER " - I —•3—x—x_0 �- - UNION; SHUTOFF SSURE RELIEF VATUREE� _. ... .. .' -- — +-- _---�T-- — -- — VALVE (GENERAL); - OCaNI. — GT�iG►O .t cfIECK VALVE 2 PRESSURE. REGULATING c.ONTROL ROOM VALVE .. POINT OF CONNEC'P rt. -r "i" -#-- BACKF..OW PREVENTER TO EXISTING � WANE t..• .. BALANCING VALVE HOSE BIBB A.F.F. ABOVE FINISH FLOOR I I 0 - t 2 I ; UNION A.F.G. ABOVE FINISHGR _ FCR i"'IRi_ "j ..�....:..:.::.::. — --�-- Q ADE 2 4 ROOM ONLY s 3 x + PUMP B.F.F. BELOW FINISH FLOOR t.................................................. .....»..................1 ?... Q I B.F.G. BELOW FINISH GRADE NINE - - THERMOMETER ---0.o--- BALANCING VALVE REMOVE EXISTING FLOOR DRAIN, CAP VENT PIPE, PLUG WASTE PIPE BELOW FLOOR. PATEAF"L 2, 29M O2 REMOVE EXISTING SINK, CAP WATER AND VENT PIPING, PLUG WASTE PIPING BELOW FLOOR. OPLA04I ISY O3 REMOVE EXIS'nNG LAVATORY AND WATER CLOSET, CAP WATER AND VENT C.F�D DY PIPING, PLUG WASTE PIPING BELOW FLCOR. FISR�00%0n PLAN PLUMBIW � REMOVE EXISTING LAVATORY, WATER CLOSET, AND SHOWER, CAP WATER' Itsyl AND VENT PIPING, PLUG WASTE PIPING BELOW FLOOR. y�,� 5 1" COLD WATER AND 1/2" HOT WATER DOWN TO FULL SIZE HEADER IN 04/06/01 .06.01 WALL. CONNECT TO FIXTURES PER FIXTURE SCHEDULE. O ONNECT TO EXISIANG CW & HW PIPING AT WATER HEATER. VERIFY EXACT LOCATION AT THE JOB SITE. EXISTING ':ALVES TO REMAIN . a 1/2' COLE) WATER DOWN TO STOP VALVE. C(NINEC-i' 1/4" COPPER TUBING TO REFRIGERATOR ICE MAKER. O 3/4' HOT WATER RETURN DOWN TO RECIRCULATION PUMP. O 3/4" COLD WATER AND 1/2" HOT NATER DOWN IN WALL. CONNECT TO FIXTURES PER FIXTURE SCHEDULE. 10 ROUTE 3/4" PRIMARY CONDENSATE DRAIN DOWN IN WALL TO INDIRECT OVER FLOOR DRAIN. �K�� xerAlml,tb) 11 DROP 3/4" SECONDARY CONDENSATE DRAIN THROUGH CEILING TO TERMINATE 1" BELOW CEIUNG CENTERED OVER FLOOR DRAIN. INTERFACE ENGINEERING Consulting Engineers Oo�Eod. I Shan* FHzpatrlck 0542 SE Ldw RA. MkVW* OR 17222 pmj9& $10 mw 12000-0910 sw.ee�: n 0370 SW(3rs�nburp Rd. OUP2001-00035 , 19 Of 4 - „ -..�_ ••._.__...-..-_..__...._-. :... ,-..-._ ._ ..._..-.. ..., ..._ .1T-1�'- _ _"r .*"f._..iv. A...a.. ..+W .... .... _ Y ...M. Ir.�w!h Y. ...4y.,�. '�� t/• \, 1 J" -.:�' ,. 1. ;� +ter ��`�'� Y� �y►s M O - i Iliilll 1111111 11!1111 !111 !11 Ifiilil 1111111 1111111 ► 111111 1111111 1111111 IIII I - i III 1111111�111111lIIIII I IIII III II I I Ili I I I III 111111 I . II III . III I I I III IIII 111111 II III 111111 III III III III 1111111 I IIII II I IIII IIIII III III III IIII I I I II I I I II ill Iiia i�InMliTiili►Itrltfi��iiill� i�nnli �inui �uuli7�iuili ��u�li9�uuliif�� Iii III III (nlllI�II �unl� ��iiili u�nitl� i�iinli��nuiniili lll��iuiliTfl�inili �iuili�i�iuilTi�iiiili6�iiulill��iuili8�iuili �iuiliiiiliitAn��n Ili �iiulfill �uuli5 A rli .k PRor i xt , O 1s 4. 1 G�- h�.Ji- LIAMp` LUMINAIRE SCHEDULE S WoROL SCH -RULE EXPIRES:12/31/D TNi w DESCRIPTION: RECESSED FLUORESCENT TROFFER 2 X 4. rv%v DESCRIPTION: SURFACE MOUNTED INCANDESCEN, TRACK. TRACKUGHT WIP' LUMINAIRE(S) �i t` d M I D r HOUSING: 2' BY 4' COLD ROLLED STEEL HOUSING. HOUSING: S' DIAMETER BY 5" LONG ALUMINU4 HOUSING IN A AXON 1 T N G T 46 p4% LENS: /12 PATFRN, 0.125" THICK ACRYLIC DIFFUSER. ROUNDBACK SHNPE, MOUNTING: RECESSI:.D. FINISH: WHITE. 4 WALL. MOUNTED LUMINAIRE 103 syv. 1'IrTN AVL iIALLA F ORTL.AND OR g92*4 WHITE. NOTE: PROVIDE SINGLE CIRCUIT TRACK IN LENGTHS AS WITS 4p` 9ALlAST: ELECTRONIC. SHOWN ON DRAWINGS. � RECESSED FLUORESCENT 2' X 4' LUMINAIRE �d) =0-801-7IRAX (111M) 220.9016 TAMP: THREE. 32 WATT 1'L3 LAMPS. 'LAW: ONE 50 WATT PAR30 NARROW FLOOD LAMP- Ml��nlalt�om OM :WATTS: 93. INPUT WATTS: 50. MOWACIUFAM& LM40NIA SP 332 SERIES, METALUX. DAYBRIGHT, MANUFACTURERS: CAPRI KT2335 SERIES WITH CAPRI TRACK, RECESSED LUMINAIRE HUBBELL, COLUMBO, LJGHTOLIER OR APPROVED. PORTFOLIO, LIGHTLOLIER OR APPROVED. ?"'Af SAME AS TYPE 'A' EXCEPT PROVICC DUAL SWITCHING. T117%IF DESCRIPTION: SURFACE MOUNTED FLUORESCENT STRIPUGHT, =0= SURFACE OR PENDANT MOUNTED FLUORESCENT STRIPLIGH T HOUSING: 4' COLD ROLLED STEEL CHANNEL. TM'AW SAME AS TYPE 'A' EXCEPT WITH ONE LAMP ON BATTERY FINISH: WHITE FINISH. RECESSED 2X4 FLUORESCENT LUMINAIRE WITH CENTER LAMP CONNECTED BACKUP BALLAST TO PROVIDE 1350 LUMENS DURRING BALLAST: ELECTRONIC. TO INTEGRAL EMERGENCY BATTERY POWERED BY UNSWTCHED CIRCUIT EMERGENCY LODE. BODINE JIM), IOTA, LITHONIA OR NOTE: PROVIDE WIRE GUARD. APPROVED. LAMP: TWO 32 WATT TS LAMPS. INPUT WATTS: 62. EXIT SIGN CEILING MOUNTED. ARROWS) INDICATES DIRECTION IF SHOWN TWO SAME AS TYPE 'Al' EXCEPT WITH ONE LAMP ON BATTERY MANUFACTURERS: UTHONU► L 232 SERIES, METALUX, DAYBRICHT, BACKUP BALLAST TO PROVIDE 1350 LUMENS DURRING HUBBELL. COLUMBIA OR APPROVED. EMERGENCY MODE. BODINE #650, IOTA, LITHONIA OR MANUAL MOTOR STARTER WITH THERMAL OVERLOAD N APPROVED. 'fYlb 7C DESCRIPTION: UNIVERSAL MOUNTED LED EXIT SIGN. HOUSING: DIE CAST ALUMINUM HOUSING WITH BRUSHED $D DIMMER T11Ui! DESCRIPTION: RECESSED INCANDESCENT DOWNUGHT ALUMINUM FACEPLATE AND BLACK TRIM. HOUSING: 8" DIAMETER BY 6-1/40 HIGH ACRYLIC ENAMELED LENS: PROVIDE DIFFUSING LENS. ALUOWNUM. BALLAST: PROVIDE 90 MINUTL NICKEL CADIUM BATTERY $ 3 THREE-WAY SWATCH LENS: REGRESSED TEMPERED PRISMATIC LOW BRIGHTNESS BACK-UP. SPREAD DISTRIBUTION LENS. NOTE: PROVIDE SELF DIaGNOSTIC. a LOUVER: BLACK BAFFLE WITH WHITE FLANGE. LAMP: RED LED. SINGLE POLE SWATCH. SMALL LETTER INDICATES CONTROL DESIGNATION OF REFLECTOR: SPECULAR ALUMI►:JM. INPUT WATTS: 2.3. LUMINAIRES MOUNTING. RECESSED. MANUFACTURERS: LITHONIA LE ELN SERIES, SURE-,.AYES, HUBBELL. 4, r LAMP: 150 WATT INSIDE FROST A-21 CHLORIDE OR APPROVED. INPUT WATTS: 150 SINGLE POLE SWITCH ` „ MANUFACTURERS: KIRLIN RR 20816 SERIES R APPROVED. ,^,.EZ,t �, ,,i. 5. ,"p w Y t1L1�NA01�8G'b�IJA.E tIJ1l.NOITLL� DUPLEX RECEPTACLE T"17 DESCRIPTION. SURFACE MOUNTED FLUORESCENT i-DA WALL SCONCE. HOUSING: RECESSED METAL BOX FOR SURFACE MOUNTED TRIM. 1 THIS LUMINIARE SCHEDULE IS NOT COMPLETE LENS: OPAL WHITE ACWTUC. WITHOUT A COPY OF THE PROJECT MANUAL Y,� DUPLEX RECEPTACLE ABOVE COUNTER MOUNTING: RECESSED BOX IN *-'ILL WITH SURFACE MOUNTED CONTAINING THE ELECTRICAL SPECIFICATIONS. . `1•, w tJ lr �� }St Mti T + ^±; 'apo1'!/1 w'- HOUSING. 2 VERIFY LUMINAIRE VO! WITH BRANCH CIRCUIT FNINSH: WHITE. SUPPLYING POWENI TO LUMINAIRE PRIOR TO�. DOUBLE DUPLEX RECEPTACLE BALLAST: ELECTRONIC ORDERING. ,'" F ,,. °r•- �.• ,, }�N�:,� ��' NOTE: EXTENSION MUSE NOT EXCEED 4". 3 T8 FLUORESCENT LAMPS TO 8E 3000K WITH A LAMP: ONE 32 WATT TRIPLE COMPACT FLUORESCENT. MINIMUM CRI OF 85. MOTOR CONNECTION INPUT WATTS: 35. 4 COMPACT FLUORESCENT LAMPS TO BE 3000K WITH A ; ;ay�N `' ` MANUFACT.JRERS: PROGRESS P7121'--60/P5-TGDM SERIES, LIGHTOLIER, MINIMUM CRI OF 82. SCOTT OR APPRI DYED. ., ^� • >, ,> k. f 5 VERIFY AND COORDINATE ALL CEILING TYPES WITH ��7 d,,, ; rA,� (�' FUSED DISCONNECT SWITCH LUMINAIRE LOCATIONS ,• ,r , ��. . TLIl� �� ,.. !I+ 'C► DESCRIPTION: RECESSED FLUORESCENT DOWfNLIGHT. OR JUNCTION BOX HOUSING: 6" NOMINAL DIAMETER ALUMINUM HOUSING. 0 [� tu REFLECTOR: PEWTER SPECULAR REFLECTOR. SELF FLANGED !* : 1 Phi I hf?+i•a �`X� { �" BALLAST: ELECTRONIC. TAMP: ONE 32 WAIT TRIPLE COMr'ACT FLUORESCENT ♦ TELEPHONE OUTLET WITH 3/4" C. AND PULLSTRING TO ACCESSIBLE CEILING VERTICAL 1,µ1P, SPACE INPUT WATTS: 34. ' MANUFAE:TURERS: LnMNIA AFV 32TRT GAR SERIES, PORTFOLIO. �► COMBINATION TELE/DATA OU?LET WITH 3/4' C. AND PUU_STRING TO ACCESSIBLE LIGHTLOUER. PRESCOLJTE OR APPROVED. } CEILING SPACE TELEVISION OUTLET WITH 3/4' C. AND PULLSTRING TO ACCESSIBLE CEILING 0 ` SPACE r HEAVY DUTY PUSH BUTTON WITH ENGRAVED NAMEPLATE TRANSFORMER •'9 ' - TELEPHONE TERMINAL BOARD can SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED 6■ BRANCH PANEL 60"� r ti FLEXIBLE CONDUIT T NO. CONDUIT CONCEALED IN WAIN_ OR CEILING SPACE Nip, Afk`-IL 2, 200 lee CONDUIT ROUTED BELOW FLOOR / GRADE +'/It,.• Ml p1� t 11 T HA GFl GROUND FAULT INTERRUPTER 1cmec4cm By ' 04/06/01 9 Y 1 u r•, t , IINTERFACE ENGINEERING p'` .-�- Ce � t � IRi1r � t:� �Je • a � • SE Lft Rd. d Michelle Watkins t2 r ^ 2.000-0910 W3.16�.tI0Q! 1370 rMnbllrp Rd. SUP2001-00038 CII �. nMnrn KIfN'+ CMT. RA P1n M IA 44. Ain OV IIADICA DI r%T-IIA.-- )n—m A 1d^LR 20 of 24 > TO�, rte.• I _ ,. Ampr - I? 14 16 J s IIIIIII (111111 1111111 111!111 1111111 1111111 !Illlli IIIIIII 1111111 1111111 IIIIIII 1111111 111111 1111111 1111111 1111111 IIIIIIiI ! ' 1111111 IIIIIII+�IIIII! IIIIIIIIIIIIIi , �lllllllllllllll 1111111 ILII I Till II IIIIIII I I + III IIIIIIIII ♦ (I I I ( ILII ILII � I �I rnrtl �� n�� 310 �1 �T1 � 4`� �1 111111111141111181 9i 211111131111, �1 111111 11 It I Iltllllfl III111111 Illilllll IIIIINII III111111 iullllll Illlllt 1 111111 II)II1111 IIIIIII I Irlllll I WWII II furls I lull) II 111111 I IIIIIIIII III + 1111 I Illllir 1 11111111 111111 II III,II�IuI�I 11 111111 I Irllll I II1111111 1111111 1 111111 1111111 If 1111111 1 111111 II nlllllnll 111Ill 111111Ill111 1 111 II 111111 III 1 111111111 1 1 '/ 9�0 PROP \ I N w 16.455 a � Foos ' - i — �Aw r!L 5 1 G'I REGTOR'5 OF W. ,E-- -- — _ — X-R ROO �tLIAM 4 J < i K { . NOTES -THIS SHEET EXPIRES: B AK � � f � - -- -- = t I ), ; } ....................... ..... ............ ....... t ,�'.. �. •A. 7.. �A i... ta. T I L A 1� A j ! O wGH UNG SPACE TO ROUTE LIGHTING CIRCUITS TNR FlLTER IN CEI -- t PANEL MRI. COORDINATE WITH E(.-JIPMENT SUPPLIER. M T PROVIDE UNSMATCHED LEC OF CIRCUIT TO BATTERY PACK s 'Al' i `•• . ........... ... P LUMINAIRE IN PI ACE OF EXISTING LUMINAIRE. REUSE — — -- - -- .. R r = ._.. ..,.. ,>� :�} 3 VIDE NEW LUM 116�I e.�. r rTh AVE" STING W ITCH. SUITE 406 ftft,LAW OR "204 • (!f0l�) �O•bsl� } } ,rug t j low tow •O 'D'C J) I• � •�I t t i ��.}+// wrr�ciwtllarldiGhrnldl tom I • _ i } : .. _ 1 � L_j A i A ► • s Ii ( ' I B c 8: 'A' I 1 GENERAL NOTES ................ .. _ ... .................. .........i............. I. I........ _ ....... i...... (.�p.� i...... 116-13. :... .. i ! I I I i • Oct A. ALL CONDUITS USED IN MRI ROOM SHALL BE NON—FERRO MAGNETIC. c" ! G RO M �^ B. REMOVE ALL EXISTING CONDUITS FROM EXISTING WALLS AND CEILING loZ�MJ W = 'X' 1 r-�— - -t--- / ; r • t \ ,A' OF MRI ROOM. THE RI WILL BE ED WITH ELD 'A2' --rte- _ \ 'A' -A' ABOVE THE CEILING.MALL METAL OBJECTS N(DOORS AND W d)OWS f....................................,....... . _. — _ SHALL BE TIED TO THE ROOM SHIELD BY THE SHIELD CONTRACTOR. `166- 041 WOMEN MEN,:: '< Q1 Yri coo.; -_ i ._. ... ...� .. .� ...... .�................. _ �A• DA* I _ —,�_ CHANGING EGRESS PATH L M ARK 1 NO •�• J — R � � ROOM, ',r,Z' 'A1► 1A1' \ i ClHA GI PAO OOM •A2• /. al _Rtofvo <y r ` oc 1 , •D• A F _ . ..... ................�...................................._........ 11 .......«..... ..............,_._ _, •r' .T.................,.................. �� •� 'L'' An II i I CONEULTiROOM 7� A � C C i i •£ ¢:�� 1X �' t •AZ. >t A- _ «..............«..........»�............«...... ...... ».........»..................?.... - 2. TYP. ... ..i.. a.. /1 WAi !NG AREA' REA 'h2' 1tuT MRI I AB-15. ° l 9 ELECT AB 21. A3 II 4 b Al = a b Al rj b 'Al' 0- -. , ` ....... .......... ...i..... ............ ... _...... .� .;........ ' s i i a 1 I 1 i j - s j «.. ............ .....................:...................................j.................,......«........................... ................................... i.............. _ A Al A/� _j o f ( i i b o a a b _ s ab _ b ab _ • i X ' i i .......... MRi ROOM :i OM CONTRO OOM GT RO : �;• { L 1 I � .X• I r Flo 00m MAN ITY-) 2 L r"O"T tots 2k205 VATN , APRIL 2, 290 1 FLOOR PLAN - LIGHTINNA ' °� 1/4' = 1'_0" C BY t (Nara Il:IN}hllr a � cvisiows © 04/05/01 i �M�K�a1Mrr: ;IYrt) � i } I NTERFACE ENGINEERING ' C� A • rlfla � Err�1e • ar• Michelle Watkin: �9mul . ON a 12000-02- 3 �wee�► a 9370 SW Greenburg Rd. BUP2001-00038 cu e. nn+nr� nu+i+ C'F) T. AA nn M AA + w. Aa OV IIAwrA DI rM nA.-7n-M A 1A•AR 21 of 24 _..,• ,r..n .. :,, ,•... - . '. , ,. ~ ssa �.. .pr.�, 5• ,may,• .w.,,,.eaw••�,y *�+�. .!? .5 _ 10 12 14 j• 16 Ilii111 1111111 1111111 1111111 (111111 1111111 1111111 1111111 1!11111 1111111 1111111 !11111 I II I' � I ' � I I II II IIIIIIII I VIII 1111111 1111111 1111111 IIIIIIIIIIIIIII IIIIIIIIIIIIIiI Ilillllllljllll 11. 1111 1111111 IIIIIIIIIIIIiII 1111111 1111111 1111111 II 1li��lt�li'tiRlltt�uli�i�luiilu�u�w�wilii"illtuililiilnnlirllunlrll��ilu�liuiliiTilunlilTilirnlilflliinl}1Sluulibinul��linili�liuili nlni��TTIiTi i�}� i iliuil}1T,�Iu�li�l�enliSlu�il}�il}wlr uluiil}�il}�i�l�t4i�lnulnu ��lii�lnullhtilunliT�l�inili4lniil�ilt}ni;Tliuili�liei�liT�luulii�lnnl}iiili�u�l��'�I��IiinhRi�uulrTiliwles �rvIAE) PRF S y �iGINf s 0 W . r . P�w _ , MECHANICAL EQUIPMENT CONNECTION SCHEDULE VMT#M FHM UMD F1�1 d1Dtx /tuaM , I r_ ----- � ------ � _ r� EXPIRES: 12131/02� 36. �J -- -,----,--,�.---:-�-�' I AB-10,20.2 \� TABLE `moi -- EF-1 EXHII I FAN 120 1 13QM1 902 --- M T A Irl - --- --- --- --- �, , RODE TOP ulm 480 a. 5 G H i� I � T DiRLc4,TOR'S E 5REAK ��M ASU-4 IIooF TOP UwT 400 --- --- _-- --- e. MILES - 34. ___.�___ _ ASU-s A" TOP Ac UNIT R R 3 23 A --- A8-�.4,a. 1. A R G M I T� G Y w rr.. SU-1 �--- •'� '�° OVEr,,1EAD - E - . 0. Q1' SIT _ ON ROOF - __- --_ --- _-- . 1 14 6 A 202 A9-8 1 2_ ---- ,_�_ ---- --- -- ------ ---- ASU-7 D(}WJC,7 20 3 _ 1r1�111iicxrc ,Lwwcwrx :,:�:�,,: .. . REF'- FAN 1 1 1/4 !IPWITO 406 f 11 REF-1 `` 3 -- --- CRU-1 CELOG AC L"T 208 1 31.2 Fu 402 IOM-6,s. 40 MOCP roR (fid OR 41120'1 ON R CRU-2 CEILING AC LM 400 3 2L3 M 403 4".10,12. 40 MOCP E4 6 1'AX ( 0) ZZ4.0SIO s3i11-3 CEILING AC I.IMT 20$ 1 41.5 F7.i► 803 MRI-7,8.11. 80 MOCP CU-1 OUTDOOR CONDEHSMK3 UNR 200 1 10.7 1•'LA 202 MAI-10.12. 20 M0C' 36. X \ l \ 12 CNS CU-2 Qum" CONCENS94 UNIT 480 3 11.4 M 203 4A-2.4.8. 20 MOW \ 1 O CU-3 OVIDOOR CONDENSNf; UNIT 200 3 12.8 FLA 203 AW-27„20.31. 28 MOW WN-1 WATER NEATER ZOO 1 1 KTII --- M-3A. 1. 1 _ �arwlyttT CO11NE;'1ION i.l`.4Knl1rF !TOTES: P TIENTt0VOCATE L'---_.J ASCU-E 14 AB-313.38.40. p 1. EXISTIW UNIT, ELECTRICAL CONNECTION M REMAN AS IS. ON RC►OF � 14 - 2. EXISIMrc UNR. PROVIDE NEW ELJ:CTRICAL WINECTION. 3. EXISTING UNIT TO REYAN ON EXISTINGi CIr�CUR. pROMDt NEW CJIWECTION TO Rr5TIk001A UGM' SMIITCNES. SO TWAT EITHER -- -- ---- � \ �3 #1 C U ,• RE.SIROO 1 SWITCH Will TkMO! ON FNi. PRICIVIK DOUBLE POLE. 'AWLS TW-OW SVITCHES IN RESTROOMS. AB-12. IN 1-1 2"G 4. D(IS9W UNIT. k3.ECTMAL CONNWTION TO '100F PANEL TO REMAIN AS IS. DUSTING UNIT TO 8E Ab"O N ED. AWN ON CONDUIT AND CONDUCTORS. N COACT TO ua+T*G Cwa►rT IN I.V. STAR f. TO I!E CONTROLLED WITH I.V. START LUldnocs. ' I, 1 4A-1.3.5. N ------I MAP.KETlN6 h�d1 t4EN / 1- \ �- I READING ROOM � 14. _ _ _ _ , COPPER FEEDER SCHEDULE REGEP ION 14. 14 GH N I - j IRO O 202 2 012 CU THWN, 1 /12 CU GND.. IN 1/2- C. NEW 45KVA TRANSFORMER (E)PANEL 120 /240V� 34. 34. 32. 2. - - \ 16. 1 / --(E)TRAN�FORMER3X12 CU THWN, 1X12 CU CND., IN 1/2- �. =203 47, 7`_ --- _ ---- ----' TCS•" ` X E3tbk8 26. QN R 30' I 1�6. 26. - AB-2 T T (N)PANEL '4A° 402 2 08 CU THWN, 1 #10 CU GND., IN 3/4" C. CONSULTING GH NGI Iy 4 CHANC71 GHANE•1 a I '4 00 I ROO ROO L ' START AB-26,28. (E)PANEL 'A6' 403 3 08 CU THWN, 1 #10 CU GND., IN 3/4" C. J �f WA I TI N6 ARE 30. I �---- 5 �-- I �' ++ f =-__ (E)PANEL 'AA' S53 3 GU THWN, 1 10 CU CND., IN 1" C. /6. r6. 26. ( �' 11 O 06 # AB-30.32.34. / _ - _ --- - - - - 2A-28. (N)PANEL "MRI'4 E4 �- • 30. ON - - O CFU--1 i- - WP 3 (E)PANEL 'AC' IN f 1.� CLG M ROOF I NOTES THIS SHEET �J / 17, ,\ T O PROVIDE 3" CONDUIT UNDER GROUND. SAW CUT CONCRETE FLOOR 11I 8 (E) (E)TRANSFORMER AND REFINISH AS NECESSARY. GE FIELD ENGINEER SHAII PROVIDE _ ' (E) ELECT '. CONDUCTORS AND FINAL CONNECTIONS TO EQUIPMENT. ul I (� CC r'-y `. p2 EXISTING TELEPHONE TERMINAi- BOARD TO REMAIN. C--- CRU- WP IN CLG. �J ON ROOF-_ _. / r - CONNECT TO EXISTING RECEPTACLES IN ELECTRICAL ROOM AND 30. 13 L._ -J ; TELECOM ROOM. r'-1 10 OPERATOR'S �•-----� 1 (r) y 4 REMOVE EXISTING 120/240 VOLT PANEL AND TRANSFORMER. RETURN 7 �--J CONSOLE IN CLG. O EQUIPMENT TO BUILDING MANAGEMENT. A®` ROUTE CIRCUITS THROUGH EMI FILTER IN CEILING E''ACE TO PANEL 'MRI'. COORDINATE WITH EQUIPMENT SUPPLIER. �_ (E) PROVIDE PRIMARY POWER DISCONNECT AND CONTACTOR ENCLOSURE r r _4 �~ L-_j 2 1 � _ � C ` / 2 O WITH AC MAGNETIC STARTER, ON/OFF SWITCH, PILOT LIGIiT AND ------- r-� REMOTE INDICATOR LIGHT LOCATION ABOVE DOOR. COORDINATE ON ROOF rr-(,3)#6 CU THWN� - . _ - I 1 010 CU GN !� a.� � � _vim / 1 E REQUIREMENTS WITH GE. •� / p7 PROVIDE SURFACE MOUNTED WIREWAY PER MRI MANUFACTURER'S o MRI-1,3. 3 /� `b INSTRUCTIONS. MOUNT AT +1'-6" TO TOP OF WAREWAY. 010 6 E4 _ -------- __-_ {_ _ - �' 1 \ p8 PROVIDE SURFACE MOUNTED XRAY SIGN/LIGHT. INTERLOCK WITH I - --- CONTACTOR ENCLOSURE, SEE DETAIL ON SHEET E4. XRAY SIGN TO BE IMAGING AC-1.3.s. MRI ROOM r OX R G NTROL RC GT ROOM ALKO "EDGEGLO" SERIES, COLE OR APPROVED SUBSTITUTE. VERIFY gy�pp,, EXACT REQUIREMENTS WITH MEDICAL EQUIPMENT SUPPLIER PRIOR TO ORDERING. p9 BOND GROUND WIRE TO PANEL 'AC' AND ROUTE TO MDP, PER CTS E4 E4 7 �� D�® \\ _ SCANNER EQUIPMENT REQUIREMENTS. IN 1-1/2 C. 10 EMI FILTER BOX PROVIDED 6Y OTHERS. VERIFY EXACT LOCATION. F11�GT NO. 11 REMOVE EXISTING LOAD CENTER 'AA'. PROVIDE NEW PANEL 'MRI' N205 12 PROVIDE SQUARE D SHUT OFF SWITCH. PATO Af"L 2, 200 13 PROVIDE DEDICATED PHONE UNE TO BYPASS TELEPHONE SWATCH. C"RA w fff , 1 FLOOR PLAN �- POWER/SIGNAL p I MA 14 PROVIDE CONNECTION TO VIEW BOX, VERIFY EXACT REQUIREMENTS G�GKJE'D m,, 1/4" AND LOCATIONS PRIOR TO ROUGH-IN. Is"m 066"1! 1 •-0 it2Ylfl © Ns GENERAL NOTES rA 04/06/01 A. ALL CONDUITS USED IN MRI ROOM SHALL BE NON-FERRO'-MAGNETIC. 3. ALL WORK IN SPECIALIZED ROOMS SHALL BE IN STRICT COMPLIANCE WITH EQUIPMENT MANUFACTURERS' REQUIREMENTS. C. REMOVE ALL EXISTING CONDUITS FROM EXISTING, WALLS AND CEILING OF MRI ROOM. THE MRI ROOM WALL BE FURNISHED WITH METAL SHIELD ABOVE THE CEILING. ALL METAL OBJECTS IN DOORS AND WINDOWS SHALL BE TIED TO THE ROOM SHIELD BY THE SHIELD CONTRACTOR. ousaxwmyl Iwo INTERFACE ENGINEERING Conttrltle2 fll� fe • • r • Qolleocl: �'�" Mlchoh-q Watkins 042 SE �j RO w� (Aam 200G-0910 �.ie�'.�� -,� TOG' C; _r7utrj_Rd X... • A. •/n M%1 11AMir*A ni IST• IN 7A-A1 0% 4A• AQ A11PZ1101�1��38 � . E201 Z r Q ? 6 Ilii{ 11 III{!II IIIIIIi�lll!III 1111111 (11111) IIIIIII IIIIIII Illllli Illlllllillllll�!III !II !I Ili I I{ VIII I " II VIII Ilill III I ,1111!1 1111111 IIIIIIII1111 II IIlIIIIIIIIIIII IIIIII��lII. ,II IIlillllllllll IIIIIIIIIIIIIII 1111111 1111111 I VIII II {'n11 It'll nuuTfiiuulllul1111u11L91unIIIf�I��In��nnl121u+1111TilInllli �'11.111�11n111ilItuI1TII�unIITTi�IUIII �uij+'�I u�Iryl I�Iu�Illuul� �IwI1Tl�ullli�i�Nllli nlllnlii�nnlll�i�uuiuTilllu'�i�lnlli' IIu111 �+�lllli�i{uIIIllr�iil�u�IlTi�lulll�lunl181+i (Ii�lIn111i1ii1�Au�ln',ifill liuii:3linilil�uili5 A7_ �r-. w, -� ia I FF Nft S� L NEW 45KVA 1 .45y, 7- TRANSFORMER REMOVE EXISTING - REMOVE EXISTING LOAD - CENTER 'AA' AND TRANSFORMER BREAKERS PROVIDED SHALL /w - FROM AN FEEDER TRANSFORMER ASSOCIATED FEEDER AND HAVE AVAILABLE FAULT CURRENT �PPER FEEDER SCHEDULE pk CONDUITS. RATING TO MATCH EXISTING . . ,, .. 4LIAM P : NEW 703 3 #4 CU THWN, 1 06 CU GND., IN 1-1/4- C. EXPIRES•12/31/02 NEW - - �- -I _-- r - - - -I �..�.�_ TILAND PANEL PANEL PANEL PANEL PANEL I PANE 'AC' 12U 240V 4A 'AB' 'AA' I � MRI (E) ' (E) ' i E i I i 505 4 #1/0 CU THWN, 1 #4 CU GND., 1 /4 CU iSO. GNO. IN 2` C. SIC HM I DT (E) ( ) PROVIDE ADDITIONAL GROUND 1505 703 ' ' ' I CONDUCTOR TO MDP FOR ISOI ATED Alto " 1 T M G T 86104. 60A L _ r _ J _. L _ _ � GROUND BUS IN MRI PANEL AND NEW 2005 4 I�3/Q Cli THW1�. 2 #4 CU CND., IN 2" C. 1 PANEL 4A WO bYt 18IFTH AVGW� PROVIDE ADDITIONAL GROUND ' 2005 - - ` ---y - --- -- --- �ORT7.AlrD SUITE � CONDUCTOR TO MDP FOR ISOLATED - - MRI ELECTRIC ROOM GROUND BUS W MRI PANEL. -- _ ___ __.-- -- __- -.- _-- _ - _-- -- _-- - ( ) =0-651-71& rAX (�09) �O•t�S10 MAIN BUILDING ELECTRIC ROOM Mar41+�1:llaMtarchmldt; - PANEL P -- - PORTABLE �==-_ LINE TYPE LEGEND (E)L ANEL MRI PANEL PANEL � .j. Y Y'V V %I I -(E� I (E) (E) ---- NEW - -4- L - _ _j HVAC LIGHTS ROOF L 400A 400A -1OOA EXISTING TO REMAIN -- __ - ---- _-� - - - --- - - - - - - EXISTING TO BE PC S REMOVED A - 112.5 KVA 480/490V.30.4W REMOVE EXISTING - TRANSFORMER 100K VA 480D: 120/206V,30.4W (E) TRANSFORMER TRANSFORMER - (E) METER BASE - - - - - ..V-�. (E) CURRENT N TRANSF.CABINET -- f -- - LOAD SEJ� LOAD Iii! PAIL 'AC' AND 'MFV' PANEL 'AB' AND ON. (PANELS (E) (E) 1, (E) ! (E) (E) (E) I - p - - --- -- __TOTAL --_ TOTAL tAAo TCUt TOTAL - - - ) 200A ) 200A )17'5A i 150A ) 200A � 200A TYPE LOAD DESCRIPTION TYK Un.'�S CONNECTED DEMAND DEMAND TYK LOAD DESCRIPTION TYPE UNIT'S OONNE�= DEMAND OEllwo 000E _ _ LOAD FACTOR LOAD -- 3P 3P 3P 3P 3P 3P Goof Law FACTOR _ LOAD L - h - KW1 0. t%23 Q t?nnerol Non- _ G c.rnerd�Na+-contk,uou.�--" - KVA -1 19.60 1(= 119.60 ��- ��• liwi 0. TERMINAL t oo•t __ ��o- TERMINAL - NEUT. BUS - L _ --KVA 1.65 - - 12CA - 2.06 - - U4f-_- - - �_-- ---- --- 800 AMP BUS ------ - --- � CABINET -- - GROUND BUS R - to to KVA r'VA 0.54 IOOX --- 0.54 bodes� to 10 KVA KVM 10.00 low 10.00--_ __ __- --- _-- --- _- _ -__.. - -__...- __-- � - _ _ o air 10 KVA KVA t 123 dolt onrsr_10 KVA _ MIA 0.00 50% 0-� K Kitchen KMA 0.00 1 O R TO UTILITY MAIN DISTRIBUTION PANEL MDP -K "" ---.-_ -- - K%A o.00 100lc_ = 4.7 -(MDP) H- M!A 14.74- 10071 - 14.7d H Heotl-n�� INA ---+.00 TONIN 4.00 �- -- - 4801'/277 VOLT, 3 PHASE, 4 WIRE M Motors INA - 4.10 1oax �4.1� ` COMPANY / M Motors MVA 48.31 IOOX _ 491.31 -- GROUNDING (E) W Motor -- KVA 0.00` 125X 0.00- llrl Lor set Ibto'---- KW1 800 12bx r`-Q0 -- TRANSFORMER - - _ _ (E) _ WH wafer Hooter _ M/A o.00 "�251c n.00 wH waaK Heats KVA _, 0.00 12sac 0.00 _ C Continuous General Load _ KVA 0.00 125X 0.00 C Continuous General Looe ,IMA _ 0.00 125X 0.00 _ n -U <Ueer Defined Load Type> KVA _0.00 10071 0.00 E EXISTING BLDG LOAD PER AVG MIETER KIM 0.00 10011 40.00 I _KVA 0.00 oft 0.00 -- _.--�---_ oft 0600 0x 0.00 - - -- - - KVA 0.00- Oft 0.00- -- _ - kN% 0.00 ox 0.00 ----------_---- -- KVA 0.00 OX 0.00--- _--- - _ MAA - -0_00 011 _ 0.00 1 ONE-LINE POWER DISTRIBUTION DIAGRAM - ---_ --- - TOTAL LOADS--- --- - KVA 38.• � TOTAL LOADS KVA 184.9 19i5.:f 480Y/277 VOLTS, 3 PHASE, 4 WIRE (4WV, 3 PHASE'i AMPS 222.4 222.0 �� '► '=�-� AMPS 107.7 224.1 IEXLSIING 112KYA TRANSFORMER HAS �- • - --- - ----------- - - _- --- - ABOUT 31.5WA SPARE CAPACITY, ---- lu PAM- 9�U� MWJWD IE1 12000-0910 OPEN ADVANCED MRI PAPS. AB ODUB W PANEB- 9CHEDlJ E Tft_w_= IEI 12000-0910 OPEN ADVANCED MRI 120/2iXW. 3Ph. 5W 200A Bus 150A M.C.J. SURFACE MOUNTED 6-Apr-01 120./208N', 3Ph, 4W. 100A Bus M.L.O. SURFACE WALL MOUNTED - 19-Feb-01 CkL Deecription Load Load��. C. Load Load Description Clot. kt. Descn9tion Load Load C.s./F►ane C.B. C s./From C.B. Load Load Description CkL No, Locat',on (VAL-_ �I Am Pole Phase Am Pols VA T Location No. No. Lac^!ion A T Am Pole Phase Am Pole (VA) T e Location No. I Pus_MRI -- _ 4, 100 G be 2 A 20 1 _ 540 R R-MRI ROOM _ I 1 REF-1 - 1.093 L __-20 1- _ A - -30 3.- 2,000 R E�ASU-5- --- _ IM �._ • ----- 41100 G --- --- D 20 I 1 650 L L-MR! ROOM 4 • ,�E WH-1 2,000 H 20 2 - • -- - 2,000 R ----- --- 4 i 6 SPARE 20 1 C 40 2 3.244 M CRU-1 • 1 ------ 2,0000 H _ 20_ - - C _ - -- -- _ 21000 R -----__-^ - • 7 �GRU-3 4,1120 H 60 3 A _ - 3.244 M -_----_ • 7 I__-CONTROL ROOM-TRACK LIGHTS 900 _L 20 _1 A 20_ 2 1,5191 R ASU-6_ - -_ -- 6 • ----- _ - 4,1120 H -- - B 20 2 1 113 M CU_-� _ - IID • L-CONROL ROOM-TRACK LIGHTS- � 900 L- 20- 1- B - - 1,518 k_ -_---- - - -__ t0 11 -_- --_ 41120 H - - C - _ 1 113 M --- 18 f L-CT ROOM _- - 11308 L 20 - 1 - C-- -- 20 _ '- -_ '500 G VIEWB(1X _ -- _-- 1• t SPACE A 20 1 SPARE _ K 9 L-.XRAY ROOM 854 -L- - 20 -_t - A 20 1 _-- 1,080 R R-MARKETING M S SPAICE _ B 20 1 SPARE r U 15 L-RECEPTION. FILES - 1 281 L 1 -_ - -S -- _ 20 - 1 - 710 R R_CONSUUNG -- 1s V SPACE- - C _20 1 SPARE . _, 1 O R-WILL_ELEC._TELECOM 900 R - 20 _ --G-- _. 20 -1 - 10C R R-BREAKRt10M COUNTER 6 0 1 SPACE A 20--1 - SPARE - -- 7W >r •'T_"IT9 590 R 20 - 1-- �-_- A - - 20 - 1-- -- 180 R R-BFt MMVM COU04-kM - >>� r A SPACE B 20 1 SPARE n a L•-CORRIDORS _1,403 L _ 20 _1 -- _a -20 1 SOD R R-BREAKROOM-REFR'K;ERAT�OR !_ - - - C SPACE 24 N L-ELEC,READING, CHAWNG 1,245 L:_ 20 1_ -_ C._ .-- _---2C 1 900 -R_ R- REACING ROOM0 SPACE M • SPACE _ ><7 A - - A ` - = SPACE - 11• N ----- --------- --- --_ _ -_- =-20_ _ -- -- A _ 2_0 1- 900 R R-IVSTART. CHANGANG so __.._. -_ - B - SPACE IVA D GU-3 _ 11368 M 25 3 a 20 t 90_0 R R-RESTFMpUM5,yCHAWANG >r 20 SPACE - C _- SPACE !'1 >M -- -- -- - 1.3ea M -- - __ C� _20 1 _ 770 R R-_WAMA40 ---_-- 110 «_ SPAM _ A - - SPAS -_ N 61 ___-- -- 1368 M _-- - A 20 540 R R-RECEPTION - 6lt N SPACE ___-- _ - - • _ _ SPACE 06 N R-CONTROL ROOM ---- _. 540 R_ 20 -1 -- - 9 20 1- - 540 R R-ACEPTION 84 >Di SPACE _ -- --,_ C ---L- SPACE - - - N M_ R-CONTROL ROOM _ _ -_ 940 R _ 24 1 _C- - ---20 1 - 72_0 R R-FILING - N V SPACE --- A - / --- - SPACE -^ ----�_ - N Q SPACE -_-- -- - - A 20 1 720 _ R R-DIRECTORS OFFICE- - - fM M SPACE- --- -- _--- --- - - _� SPACE - 40 N SPACE- -._-- -- -- -- �_ c 20 1 720 R R-OREMC ROOM� - 4• - SPACEC SPAC9: N 41SPACE SPACE --_.. - ---. Ts►tol Connected Load-. Ph A 13,504- 113 A 41 Toto^( Connected Load: Ph A 11,743 VA 98 A Told Connected Load: Ph 8 12,483 '.A 1u4 A Totul Connected Load: Ph B 14,890 VA 122 A NOTE: P'ZO'VIDE NEW BREAKERS AS SHOWN Total Connected Load: Ph C 9,277 VA 77 A NOTE: PROVIDE IG BUS Totei Connected Load: Ph C 12,381 VA 103 A 'Maximum' Phase Conneded Load: Ph A 13,:504 VA 'Maximum' Phase Connected Load: Ph B 14,61x0 VA CsNlsclsd Leel�•X Ylxiliewd� 40.5 r/A 1.2.5 AWa Told DowmW Lai 35.7 KVA 99.1 (Are sial Co -- PA- Losd N X M1�MJ 44.1 KVA 122.4 AiM Told DOPWW Lines! 35.4 KVA 96.5 AMPS A 19 W16WT NO. 2k2m5 Panel AC Q P,�- U.-C. PlOMM MEI 2001►-0910 OPEN ADVANCED MR PWWA 4A OEM PANM 3C F1K1111 fti it_2000-0910 OPEN ADVANCED MRI 277/48OV, 3Ph, 4W. 200A Bus 200A M.C.B. SURFAZE MOUNTED 8-Apr-01 277/480V. 3Ph, 4W. 200A Bus 200A M.C.B. SURFACE MOUNTED 2-Apr-OI DATE , Description Load Load C. C. C.B. C. L Load Descriptb i kt. Description Load Lood C.El. Load Load Description kt. ,q�T�gb, 20M No. Location A T Any role Phase Am Pole A T Location No. No. Location NA T Amp Pole Phase Mp Pole A T Location No. �M B, I CT SCANNER 15.-000 C ao - 3 - A_ - _ -- SPnCE - 1- x-RAY MACHINE - 21,x;tid_ G 150 3 ---A-- --- 20 3 3,800 M CU-2 - ! Mfg► ' • --- _ 15,000 G __- II SPACE _ 4 • _- --. - _21,.`,oE G - __- --• - - 3,800 M --- --- - 1 - CHOC1{ 0131 6 _-- 1'S�tXXi G -- -- -- C- - -__ -_ _ SPACE --• 6 --- 21,61x6 G - C - _ 3800 M --- • Isease IEleahlll 7 SPACE __-- A _ SPACE _ • _ 7 A 40 3 9,4400 M CRU-2 ---- • --- 9-- - - - SPACE _ 1p •- _ - - _- • -- -- - 9,400 M • SPACE -- - - - - -- - C �,_ - 9,400 M ----- t V S I O N f 1r SPACE C SPACE 18 1r -- --- ---- - ---- - - --- 16 A._ _-- SPACE ---- a ;' _-- -- -- A -- - --- - - --- a 19 SPACE-_- _ -. - -- l- • - -- SPACE 111 - f _ -- - 0 -- W SPACE -- - - - _- C SPACE f _ >rf - C _ 1• 04/05/01 _SPACE _.. A - - SPACE - !p �-- -- --- - A ----- so 8 SPACE - -- a - - SPACE >M - -- --_ - 6 - --- -- - - !1 SPACE_- _ _ _ C_ SPACE M �_ -- --- _. _- -- - C - - - - - -- 1r SPACE: ----- -- -- --- -- A - SPACE - 9• N M,^ O ST'ACE� - - - ----- -- -. _. - -- - SPACE ---.- _ - -- --- -- - - --- - -- -- ----- -- `� 0 SPACE - - w -- - - - - --- - --- ---- C - - SPACE _-- _....- •0 • - -- -- - __-- -- ------- ---C- - ----- ---- - N ShAC.F --- ---- -- - -- ---- -�- --- - --- SPACE -- --..-__-._ N � ------------- --- A - ---- --3111 SPACE- --_--- 9 SPACE 04 N -!_ 96 C - _ SPACE __------_ _- N N- _ -------- - - C PANEL MRI SIN(; FED FROM XFMR --- 13.504 S A -SPACE --------- --- M 0 ---.__._ - -- ---- -- A - ----- - - _ M 12,483 S -- --- B _ SPACE _ - 4• M - - - -- B --- -- -- - N ' ---- 9 277 S - -- --- O SPACE _ _ - 411 N _ _ _ __ C - ----- N Total - - -Csoh_�Pl^tom~ Total Connected Load: Ph A 34,866 VA 126 A /1I�1[1Kao�erst Y9�.w `;. Total Connected road: Ph B 27.483 VA 99 A Total Connected Load: Ph B 34.864 VA 126 A PROVIDE ISOLATED AROUND BUS Total Connected Lood: Ph C 24.277 VA 88 A NICE: PROVIDE NEW SREAKERS AS SHOWN Total Connected Load: Ph C 34.866 VA 126 A 'Maximum' Phase Con,»cted Load: Ph A 28.504 VA 'Maximum' Phan Comnscted Load: Ph A 34.M VA CawseMld Lssn1•It 11INI 0 85.5 INA 102.9 AMA TIM1101ISIMd LM* 80.7 KWA 97.0 M P& CMAs 6d LAsd•X MII1i6wA11 104.6 KVA 123.8 AWG Tdd Dewo d Lest 104.6 KWA 125.8 AWG r ' !s■s '�j�am• '',y INTERFACE ENGINEERING 1'TT Co n , sf tls � fs � rxleers O leh Michell• Watkins 6642 ST: Later Re. MBsallkis, OR 9722? 2000-0910 �luee�:l�ov9 1'4 Greenburg Rd. BL'-32001-00038 xMl ,n n4 4A. 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