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HomeMy WebLinkAbout220 W 1 St 03-2369 New construction Sanford OncologyAE - z (D W w T __1 F �NI1IdV� 3dni h, A zz (Q�, 968 H� 2ION: L -Z88 76'-8" I �— LANDSCAPING j I � CHILLER AND PAP I °° SEE MECHANICAL ° GRAVEL FILL— ° °o. ONCOLOGY CONDENSING UNIT AND ° BUILDING PAD SEE MECHANICAL—o °�° O,OSO SF z I °O� o °90 ° Qo o °n , \ ° °FD o° D 0 o ❑ Q� oo ❑ \ J o �°p °° °o °°\ ° o°° ° Ly„ L, L1°0S 81-u761 I rS I( CC I) I� _I zll I I O W II I— I III O III j M O r :.zI 0IIW V) z I I QII co 0 O O Z Q 0 Lv 1 LU Q I� 0 Q O I LLt V Z_ ' ^ W z I � ) II Z Lu i { U I I LL o Ila I C5 \ I i o I \ I H II 5'-0" LANDSCAPING � \ L— J AROUND SIGN TYPICAL — I o II \7 —� MONUMENT SIGN SEE I I nl DETAILS THIS SHEET 1 W CNI ONId`dd 'iSIX3 LIGHT FIXTURE TIE INTO \ SITE LIGHTING LOOPPaz / {� - .Z06�' .°� IIII-� ���` ��vv� IITIa= - .-.•• - - --.-= .a.... .a._ � � gp (Q), 89�1688I105' \ \J \ 9 A \d� —_ --r— 11 ARCHITECTURAL SITE PLAN 1 Al .0 SCALE: 1"=20'-0" :,0,0°OON 8a'961 F F,ELEV.=22.50 m m U s W O L U z 8 ip a W_ a — —II I 79'-8" II I I 1 I I I I I I I i I I I 1 I O 0 z I 13.9' V I -I I II � II o I O Z� �I ON Z •co II Z� O V)00 L,,, (D O v cJ CO O . " I CO 0) -t I .I oco . I I --t 9 x13; C7� I zW I I m ... •. I I I r I rrJ q I I I � O +I o I I Q > Z 50' I zo Mo o(j)z �Z z (ozW —om W *O 3�O0 a W �ZO M LOW !FFT dOW 8'-0" TOTAL SIGN AREA 48 S.F. EACH FACE I GREEN ALUM. ED LETTER REEN ALUM. , ! =D LETTER GREEN ALUM. ED LETTER ;OLIO CAP BLOCK 1/4" PER FOOT DED TOP 1ED AREA DENOTES* I ZONE. SIGN VIDEO AND ALLED BY SIGN UFACTURER AND RDINATED BY ERAL CONTRACTOR iUND FACE CMU i HORIZONTAL 1F. AT 16" O.C. SOLID CAP BLOCK, OR MATCH CMU y IT FACE CMU y ` i HORIZONTAL s IF. AT 16" O.C. SH GRADE FOOTING PER I STRUCTURAL I------------------------------------------------------------'1 co 5 A1.0 SIGN ELEVATION SCALE: 1 /2"=1'—O" 4" SOLID CAP BLOCK 4" SOLID CAP BLOCK W/ 1/4" PER FOOT W/ 1/4" PER FOOT SLOPED TOP SLOPED TOP #6 REBARS AT 48" O.C. VERTICAL GROUND FACE CMU GROUND FACE CMU WITH HORIZONTAL WITH HORIZONTAL REINF. AT 16" O.C. REINF. AT 16" O.C. - 4" SOLID CAP BLOCK, 4" SOLID CAP BLOCK, COLOR MATCH CMU COLOR MATCH CMU - SPLIT FACE CMU SPLIT FACE CMU WITH HORIZONTAL WITH HORIZONTAL REINF. AT 16" O.C. REINF. AT 16" D.C.- FINISH GRADE FINISH GRADE NDTE: RUM TO STRIJUMI L AND EIECIRICAL ORRWWCS FOR ADORIONAL INFOWATM TF31.0 SIGN WALL SECTION SCALE: 1 /2"=1'—O" F A1.0 PLAN AT MONUMENT SIGN SCALE: 1 /2"=1 ' -O" 1'-4" I I I I I I I I i I I I r------------ -----� FOOTING PER j STRUCTURAL 1 I I -----------------J 4 A1.0 SIGN ELEVATION —SIDE SCALE: 1 /2"=1 '-O" PRE —CAST SOLID CAP BLOCK W/ 1/4" PER FOOT SLOPE FOR DRAINAGE DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax i go pruij V q.3 kUr ki, ,wa � 1.0 THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED - DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE DESCRIPTION A 110/17/02 SCHEMATIC DESIGN B 112/11/02 SCHEMATIC DESIGN C 101/24/03 60%OWNER REVIEW/ D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW! F 105/30/03 1 FOR PERMIT AND BIDDING G 1 07/17/031 MINOR REVISIONS H 08/15/031 MECHANICAL REVISION J 1 09/3/03 1 CLARIFICATION I I I I 1 1 LL Lu uu �-° C) V L C�. LL. LL z cn DRAWING TITLE ARCHITECTURAL SITE PLAN JOB NUMBER 01032 SHEET NUMBER Al mu I— C.; (I. Z c LL LL< U. Q LL LL 1— z i i I 1lpF�h��',J 1,111 6 I yea ms I � .. �,.., ... - :a:. .1t:rt�ym�^�i`-'i,�t �i.�'X.� 1,1�'.�t"� .'.T�. -,z:.-'� a'R:i a"�?r ....+r? a.�551�"'�'�•1r..l�r ;. a.n.�..'>. -_ _ _ T_T_ _._._._ II I I I I I 1 30f1 lF OF �'-0" ! CONSTRUCT V-6" RET. WALL. I I I RET. WALL I I I AS PART OF PH. 2 CONST. \\\----- - ---------- ------, ---- 1----------Zll ~ I \----- --- --------- -------- - - - - -- ----------I� 'll- -- -- -- f3.0--------- ~� ----I..1C- FINAL RETENTION POND \ T,-If- - - - - - - - - - - - - - - - - --------- ----------- --__ 1 ----- 11.- 1t-- t o-------- ----_ IIII CONFIGURATION I ------- ��LI--\� ------- DRY RETENTION AREA II i •..� :.� rf� � •: r / �. �_ � J��/�`�`f `• . ----------- \ � � ` \ IIII II I � .� r ,� :; h'•r: •f lSrq/,f�,� f,, 1 f \ I (Ij I I o'P ry: . • 50 BLDG. SETBACK �� I r _ \\\\ - - \ II I I (APARTOMTENTTED rACOMPLE'X) l----------- ------ ----------- I oI I I 6" TAPPING SLEEVE do VALVE CQ ON EXIST. 12" WM Ac IIII II I �•' II I II `�r�' .f'r\• � ^ r^�'rrr LOT 1 I IIII III LOT 2 WITH D.D.C.V. FOR FIRE 1III II1I \ 'III ((III --- - - - -- _-J III�•• �ItI v� �I�II II IIII►I IIIIIIIIIIII IIIIII I1Ii'' NOTE: SPRINKLER SUPPLY 8" PVC FIRE LINE SCREEN WALLS REQUIR E _ -_ _ _- A SEPARATE BUILDING rPERMIT I------------- __ I I r{: • ;� � • f �^ F I I I I I I -1 I I I III I r ` rrz I II I - I�� I r rfr,.'�i I , ° I I FUTUr�E BUILDING PAD I--------- fi� t r{ r •: � ' ►.a O r:.•r} frr:}.....;,r' ; I 3 3U1_).F. I I I � �ir� . �frf, f.:- 'r�: r� r/ 1 r �rfr��.. I I I ^ I I f• r :::::. f: {f :::. f•.!r: r r r r it ;. I I \ _ I I I I I � f ��F } �Ff^ �• l .til r• f --10 12 I I I I I ( -i r- IIII I I I �I 1_.___L_ rt r I ^ CONCRETE WALK `o II •: / ----- ---- I I I I ( ------I Icd III Ii 1 I ' xi I :;. r• rrr.} r.} : . •.: v. . - - NOT PLATTED I� r •}::r.• ' . ff:r{ `:•: rx:::: • `/ 1 I I I III I I I EXIST. z-sroRr I - -- - - - - - - - - - - -- AP ff•: r. r.:rr rr.�r.. ;{... _ I 1 ARTl.1ENT BLDG. o I r, vr, r: •. , f r• f -2 I I I I I • },� .. �4r • r j�� ,fr,,:�Sr`:r ,rF��{��`rf r I I ^ I I I I I I� 71 I I IcoI '•'�:Ffrf' • `r �r'r'frj.t ,(rrFf ( I I I I I I I SEE SHEET 5A FOR fT DRAI NAGE CHr r:: fr 1, `fr• 19 I' I I IIII I I I I' TEMP.FDOT 'ROAD ENDS" r F f: •:� }fir ff� {. };l : r{{ f I I I I I I I I I •Fr ?r, r{: ;v. rf::::.} i :4}r:rr:f?: SIGNAGE I I rf.}::iii::r„•iI PROPOSED RADIATION II II LANDSCAPING -GRAD AI REA i _ _II ► I II III II II !I 'I ' II BUILDING I_ rrr.. ..` r:v:•}:� }l •{. I _- I I I � I :}r•}::.v: t•.f f•:.v::.•.•:.v:. :f/:'/r I I -1 I I� r_::fffF� 1 0, 0 8 0 S F I I I I I I I I I I I I II I ca •}?�'fftr.:•::.•::;:f': I I I I I <c I I I I III°cy-j� I; � •'•,r,rr +t-•'�,G �/,,,.-^f>::� :•::•::•:•:•::::<:;•: ---- I :rr: :• 'v:•}:•::ff r, :•rr:{::::}:}. . : X. :•::.•:::: Fr I I - I I I I I I I• I I I I I I I I I l i L_ BUILDIf I', PAD I I I --� ---I I I I IIIIo I II I I I _ . I :�:� =;;::: I i I I � I' ,:.: lj 500 S, F, I I I I I I I I II I I I U I I I ::':'''<.:��'� " TA�tN0 SLEEVE VALVE & a l }. r{rfjr•:•lr I I I I ON ID 1 ryn• {�111.A. � :f{ :�� :;hrr}f, �'r,::; '•:;�.}},�}•$r i rr;rr': I I I I I I ( I I I I e}. �4 N -r}� r F I I I I I I I I IIII I II 'r CALOW GUTTER I :;f r y F fT30T iY?� r:c%r-f^f i I I i I L I I I I 1I I I I II ' (ir.. 6 SEWER SEW.>--;::•:; i I I I I I I 11 I ^ `::•:•:;::•:' FUTURE I I i I I I I II I ► II T :.}.::• .•r::. `••r ,•. v, i•:ii it}::{:I{ r :{' r • - - - J I III '- ::: ::f{ S z� •;r I I I I I I I I I I I I BEGIN 250 L.F OF 7 6 6 SEWER SERV. �, ti•': f I II I RET. WALL I u ':::{ r", .} ..• . r.?4:•rY.ti•::4: I I I I � I I I 1 •v t, .r I /C RAMP S PER S rr. f•::•..:.: • I _ II \ I I 1 F304 I I L DOT INDEX - If ,� 6" C.O. 18.50 CROSSWALK PER FDOT . I :�:•:�::•:•:•::•:'::� � I I I I I I I IIII I ! �� I f I - I .....- ;•� �:v;.:•,•:.•.'.•.•.•.•.•:..•.•.•:.•.•.'.•. 1 I I I I I I I I III 1 II I I I I � �::�,;f�:�: ' {:::,•.•,•.•.•:::.•.•.• I I I I I ' -1 I I III I II I I I :.rrr :•:•::::•:: ::•: , «�«I I I I I - - ::....:.....{ ° /'' / / / I r'{ f :•{rr . j ;:' ;:; ;:;:;:ti;:;:ti}:'r,.;.};r : F • ° ° . ° 44 :: ::•}. {:.:::':::.�: WATER SEW. I v44� , / % I :rrr., .•r,: } 'F: {:{{•i :•:{ �::::•: . ° • . 1 C . _ - _ _ _ _ - - L rf •.:.�;•f ::: � zz EXIST. DIRT/GRASS �r/•::fiar ;.v.•r f• ''f ".4: ° i;: } •, r......:..v....: ., ... I .. I I I - WALL 1.9' EAST' d / ,r ::}}r}:•::::: vrfrry 4' •, n•r:::::: {:::: I I I I I TO QE r I / :vi'.. {:::.v.vJ.vi•, fr., y. ti;'•}r:{{::r ::v' TRAM]. LANE}: f f.•}}}::.::};: :}: v . ' . a . f , : r::::.::.:': I I I I I I cc /L,,r.. rr . •:•Y, :•:•:•: :•.,. r I I I PAVED AS SHOWN � a° rF{. . {. � fa: I I I r f.•. :•r : r :r I I I 1 I . r: f.. ?v. •• I I 1 I I. 9 •r. - •.•i:??•;{' ': r.. fi. f .r - ' f '!r..... •:�}}:•}:• •' i• 1 1 •:•'f:: . r r I I I :}r :: f ��' �{::::': 1. .:• :''� :.:' :':. I I I I .��y}rr:r{}} }ii f� ;r. f;:::.:•: . {rr.. r {{ . {.r;;}aFi.;:!?F .; . .fvr}}::•.4::::�.v:.'•}; .•. r.•.... - ..::i •,' I I I :'?�f•fr..• •: r, :: ff•'f i� i •. 1 ....... v..: .; � {.}.: r:::: •}}ri4}:. - I I I I I I I ' rf''f r' ??4:?ti ::v}'�''' r ''} : f?{: r, :::�i•{:f� /} ..p;rf . .:i•::::}:� I II I �Fir{l; ft� :;•' ::;: r •r:': '?fr �/' •lam" l :'f •• •�}:4" .: Ill. 'flfi' {fr'f': � ':':.r :':'}f ''{v:: '/. : r.;:.:.•l I __ _ _ _ _ I I 1 METER W/ RPBF :{...:....-.r .rr.v :} " r•, •:{.. ..!;.{.".. .{.. ;... • .• ...f :, fr::{..:.:1{: . I I I I (I :?f }:::4}}:{': }: ; f r vr/ f f :: : {}: 4r}� } :'r}: }::: { I•r : 'f n •}.:: v , I I '•r, : , {::::: r::: , 'r :fi:v:fr:{:;: '•: f•.r.r • ; ,?. •r.r vr,{rf^}i;rr:'f ' :v.: ' . f -r _ _ -. _ - _ - - - - - - - -I I I I 1 � I E x I S T 2-STORY {.v' f.4:?::•}::.; :�, {: f}" r .•:/f .f `r :••r }r:; fr:�� ��r ( - - - - - - - - - - - I I I IIII II APARTMENT BLDG. I•''}. {:::::•:::::::. � ;:' ;. r 4 . f f f� rfrf.;r �. i�� �f: q � I I I I IIII I I / � I I •:•i:;:;:};{: f � •"r: �:•}:4:4:•}}}::r `lf••`, :f � ;r � ft • ' - _ _ _ - _ _ _ _ - _ - - _ _ -. - - �! I - - - - - I I I , CONC. S I � .; ;;}, r::: .•::: .v: .v.•: ::••: F' ' f� r r �'r-' I I I ®® �/ � -I V � I t I I III I I � I I' } }::.•.}•.v::::::::. .r . PROP. 5 /W / r f :':::•::::•::•::::•flY rf I i `:'. {.•}::•}:{•:::�•:v.v:•.w. � rr '� '1 V '1 I 1 it I I II II y"I ,ONCRETE WALK i' I {: r•}i:•::'::.::•:v}� •.v f` r r r/ram % r � � � '•%rt• f:frr:• � :: ^: }:•::{ :::: f r rr� : { r r{,.��`I, � I ' r / - - - - - ^l I 11 I I I f.;.}::.}::.;::.;}::.::::•f^ �. ^. I I I► T t T 50 LF s PYC I I I I I I i SLEEVE n vim DEEP I I I RESIDENTIAL I r:: r.:•r.} f � L/ -A 2 STORY HOME :.}. f?:':::::::?;:rf /V�;ff:�.•. .•r rf� l f f • I I I IIII II ,-0" •rh' I I I I IIII I I T I RET. WALL I? {: :.:•:': :'}::;}::{ :':;::':: :: �:: r.}: ? t.� }f`• r. r I I III I I RELOCATE I : }. r?:::::::::::::. : r f •: f. - :. f.•- i " - - - - - - I I I POLE PROM DE I 'ff : :'}: r:rf.."f:•.: : •'l :r•:(:... r�r..Y ff r I I 1 I r :•!' r f. :�..r�•r I I -1� CLEATiAN E I '{r :}, •:, :•;.:�: ''!!$$;?rr I I FROM B.O.C. ( :;4. }r.:f {. {::•.-, r :• �� I I II I I ' . I 5.O �(.�j '�{}fr fr •:: :" {: ,r ;r.. r:ff r'•ii{: -- - - --T I I I I - }�:M::a:r r rr.:::•}:•: � :: i::: :•:: �� r / I III S89 41 5. W 8 °41 53 W '}.•::::.:•:•::•i;} F:;}:•:::}'}}?}?:?f r. %:•::•. f{{f':r 1{r rFf 1 - / I I I :::::�: � •:�::•::.,�, r �` I / � I BEGIN 36" RET. WALL ;::: ; o{;:.•: '•} :.' '•}. ' .;rrr • ^ " .'�: '}}r:•}i r :•: r • f/ `J' r . {.^/ rr. } f f \ I \ EXIST. ASPHAL1, { x^?'...... APRON {`' ' f r : r ,�•'; f' - r r" o- ::F-:•:{•}{: ;}�{� f;{5: rf��r• ' �'`;� 1 I ( I I I I I I I \\ MODIFY EXIST. FOOT 'C' •:'r{{. rrrf� :•::;:::;?;�{•frr f^: •}r{:� ' r a5' BLOCK WALL INLET BY REMOVING TOP do CONSTRUCT FDOT _L-- 1---I_-_ y--�___I-__L _1---I---L P-1 TOP:• :f f �.:{f' {r•. r f. �•::•: _ ---- -1 - J I ( I INV, 16.Of �---------- EXIST. F.D.O.T. I ca PR�PO� CONTRACTOR TO CONNECT \ \ � , � _ - _ _ _ _ , 'C' INLET - - - MONUMVB SIGN IRRIGATION SYSTEM TO - •y . _ . _ . _ - _ (D RECLAIM kWN _ _ --.-._,_._.--.-.-•_.-. �._,-,_.-•-•----•-,_-20'•PERI�ANENf UIILM do _ -- �- 19 - ---�� / /� END EXIST. CONC9.OoDEWIl1( L _ _ _ ,- _ - - ' - - I SIDEWALK EASEMENT \ � - - - - - - - - - _ �i - 2D � - - - _ _ i EXIST. _ r- , _ _ -_-,� 20 PERMANErIQ 21 T SIDEWALK ac PER O,R.00OK 3901 P�� 14 i _ 24" WHITE THERMOPLASTIC I - 'WATER VALVE _ UTILITY EASEMENT EXIST. Jam PVC RECLAIM WATER - -R t1�Z--i?�E y�- =-•_ - - - - - - - - - 2T -I.- - - , - - - - - - STOP BAR as 30" I ____ExI,T PETS-0.ft.- IOOK-54ot; PAGE-1-45 EXIST. 30" RCP GRAVITY SEWER STOP SIGN'-" GUY WIRE ANCHOR PER O.R.BOOK 3892, PAGE 904 a :'-" 4 9 < a-----1- - - - - -,T---- a. EXIST. 4 a ad ° ° 1 ° - ° HANDICAP RAMP PER FDOT III) \III ° °1-11-11-11-11- __ 11_11-11-1.-11 OVERHEAD LINES - FDOT INDEX NO. 304 _..-.. _-„_..-1.-11_ �• \ �I 315.1� - ----------- -- ' \ . =-- --------------- N89°45'29"Et 330.00'(C) RIST. INLET � . y NORTH RIGHT OF WAY i . LINE OF S.R.46 THE SOUTH LINE OF THE NORTH HANDICAP RAMP PER FDOT 1468' OF SECTION 26-1D=30 FDOT INDEX NO. 304 THE CITY WILL BE RESPONSIBLE CROSS WALL( PER FDOT I SAW CUT & MATCH FOR CITY OWNED UTILITY MAINTENANCE EXIST. PAVEMENT IN THE 20' UTILITY EASM T POINT 51,80' WEST do 1468' SOUTH COMMERCIAL STATE ®. 46 ` _ - -(WEST- BOUND) OF THE NORTH _ 1f 4 CORNER SEC110N - _ 26-18-30. POIN► OF BEGINNING CONVENIENCE STORE _ _ _ - SECTION ! /U30-290- - - - - - ^ - - - -- - - - 100' R.O.W. - W s SCALE: 1 " = 20' C) lvns-\ Firms, e--.- Dept Final Insp., • x�, a Datel- GENERAL NOTES 1. ALL UNDERGROUND PIPING AND MATERIALS TO BE IN ACCORDANCE WITH NFPA-24 AND CITY OF SANFORD FIRE DEPARTMENT. 2. ALL PIPING, VALVES AND FI'CTINGS TO BE RESTRAINED IN ACCORDANCE WITH NFPA-24 AND THE CITY OF SANFORD FIRE DEPARTMENT. 3. ALL PIPING TO BE HYDROSTATICALLY TESTED. FOR A PERIOD OF 2 HOURS @ 200 PSI AND WITNESSED BY A REPRESENTATIVE OF THE SANFORD FIRE DEPARTMENT. 4. THE BACKFLOW .PREVENTOR WILL BE A ZURN-WILKINS MODEL it 350 DA DOUBLE DETECTOR CHECK. 5. ALL UNDERGROUND PIPING TO BE DR -I R, C900. 6. TILE POINT OF SERVICE FOR FIRE PROTECTION WILL BE A I' I if THE SYSTEM SIDE OF THE BACI<FLOW PREVENTO 7. THE FIRE DEPARTMENTCONNECTION WILL BE A 3. THE MINIMUM BURY DEPTH SHALL BE 36. 9. TIIE El`;TENT OF THIS CONTRACTORS }VORK SHALL BE TERN11NATED AT Y OUT'SIDE OF THE BUILDING, 10. THE FINAL CONNECTION AND FLUSH TO BE DONE BYTHE INSIDE FIRE PROTECTION CONTRACTOR, off R/ nhv Bc� r Sanford ire Date: --- - - MAY 200 WILKINS MODAL 350DA DOUBLE CI-IECI< DETECTOR ASSEMBLY OUTDOOR HORIZONTAL INSTALLATION LLI I TI , LL , 280 LAKESHORE DR. LAKE MARY, FL 32746 407-302-9632 FAX 407-302-9355 t (13 DATE 4/14103 DRAWING, FP-1 OFFICE uu I 0 ' a) < Ld 0- - 15 .,ca0L-N0M0 Fww>OOmul�- aDU07zw�u) r U5��gl,');-U' oU1 W Uwarwo -uw n-o�ao a 0 l F W 7 _j. Q_ O Z 4, ': oF4U)P SowW i'1 o wwzaF-ux 6 c3 6a-W<Lu1Z0- tXLIl . ¢T2U,tnrt.wsi5 03 F- J`Efrw7-L ) t� 0 �-•41_Ut-x.4z w7 .. Winiet�i 'JO L rt Oauj 0 Ulpr, i.)I,-I-�Q Ztia •1NC L [c> � IDw W Y. jouitu- w WB�M0wT)ZLLoI ul 10 '' U 5 < t_ t- W� jaffWw0¢ �¢c�rvn.-aP0 0 0 cl C:\ACLT11A1q\PROJECT-A\02190\Phase 1\l21'd_T:},I,,Tm'q, 1/t•1, r"•: i _•:•I ::28 M.1 L?I )5 0 F 1. ALL PIPING AND HANGER MATERIALS TO BE IN ACCORDANCE WITH NFPA-13 AND I-J E CITY OF SANFORD FIRE DEPARTMENT. 2. LIGHT HAZARD OFFICE SPACE, HEAD SPACING NOT TO EXCEED 225 SQUARE FEET. LIGHT HAZARD ATTIC SPACE, HEAD SPACING NOT TO EXCEED 130 SQUARE FEET. 3. ALL PIPING TO BE HYDROSTATICALLY TESTED FOR A PERIOD OF 2 HOURS @ 200 PSI AND WITNESSED BY A REPRESENTATIVE OF THE SANFORD FIRE DEPARTMENT. 4.ONEW %2" RELIABLE, F1FR 155 DEGREE, QUICK RESPONSE PENDENT. (93 REQ.) 5.ONEW '/z" RELIABLE, F1FR 200 DEGREE, QUICK RESPONSE UPRIGHT. (83 REQ.) 6QNEW '/Z" RELIABLE, F1FR 155 DEGREE, QUICK RESPONSE HORIZONTAL SIDEWALL, (1 REQ.) 7. ALL NEW MAIN PIPING TO BE DYNAFLOW SCHEDULE .07, ALL NEW BRANCH PIPING TO BE ALLIED XL. 8. HANGERS TO BE 3/8" SA MY WOOD SCREWS. 9. TI-IE DESIGN AREA HAS BEEN REDUCED BY 40% WITH THE USE OF QUICK RESPONSE HEADS AS PER NFPA-13, 5-2.3.2.4. 10. THE BASIS OF THE SYSTEM DESIGN IS FROM NFPA-13 `99' EDITION. 11. THE POINT OF SERVICE FOR FIRE PROTECTION WILL BE AT THE SYSTEM SIDE OF THE 6" BACKFLOW PREVENTOR. 12. THE 6" OS&Y VALVE ON THE BACKFLOW PREVENTOR WILL ACT AS THE CONTROL VALVE TO THE FIRE SPRINKLER SYSTEM. IN ACCORDANCE WITH NFPA-13 WITH NO VALVES BETWEEN THE FDC AND THE SPRINKLER SYSTEM. 13. THE POINT OF CONNECTION FOR SULLIVAN FIRE UNDER THIS PERMIT WELL BE 5' OUTSIDE OF THE BUILDING. 0 311 a h ELr'Gi'121c. i3E.u1 R E 'D EVI -'WE z' __ Sanford Fire Pr ve,..3 tion Div. Daie. 47�6._.._ �p 0-3 *3 r t4c_.oca& -r - 0� I "' APPROVED BY: SCALE: DRAWN BY 8 DATE: r� l �°°) U� REVISED r) M U � �J � I.� l..t,�t e/�M i~1C��=: . ►�' i�a'f�.c.'�'i.o� �, :: G;.� �.: ....... _. Q"7;.. La'a DRAW NUMBER AE THIS DRAWING IS THE PROPERTY OF DANIEL CHANG AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED NOT VA' D UNLESS SIGNED AND SEALED. SIGNATURE BY ARCHITECT AT THIS SHEET DOES NOT IMPLY THAT ARCHITECT APPROVES OR IS LIABLE FOR ENGINEERS DESIGN ;0 COPYWRITE AE DESIGN, INC. DANIEL CHANG, AIA 2130 KINGSTON COURT SUITE E MARIETTA, GEORGIA 30067 [7701644.9200 tel [7701644 9202 fax www.ae-design.com homepage studio@ae-design.com email Architecture Digital Graphics Engineering Planning Interiors A CIVIL (UNDER SEPARATE COVER) NOT IN THIS CONTRACT SEPARATE PERMIT OBTAINED, JAN 21, 2003 CONTACT: AMERICAN CIVIL ENGINEERING CO. 201 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FL 32708 (407)327-7700 ARCHITECTURE A0.1 TITLE SHEET/DRAWING INDEX A0.2 COVER SHEET / GENERAL NOTES FSP1 FIRE SAFETY PLAN A1.0 ARCHITECTURAL SITE PLAN A2.0 FLOOR PLAN A2.1 PARTITION TYPES AND DETAILS A2.2 LINAC PARTIAL FLOOR PLAN / ELEVATIONS A2.3 LINAC SECTIONS AND DETAILS A2.4 CT/SIM, XIMATRON PLANS & ELEVATIONS A2.5 BASE FRAME PLANS AND ELEVATIONS A2.6 FURNISHING AND ACCESSORIES LISTS A2.7 DIMENSIONAL CONTROL PLAN A3.0 REFLECTIVE CEILING PLAN A3.1 CEILING DETAILS A4.0 ROOF PLAN A5.0 BUILDING ELEVATIONS A5.1 INTERIOR ELEVATIONS Sanford, Florida PRESENTED BY: b 0R0 n Drawing Index ARCHITECTURE (CONT.) A6.0 BUILDING SECTIONS A6.1 BUILDING SECTION AND WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A6.4 WALL SECTIONS A6.5 WALL SECTIONS A7.1 PLAN DETAILS A8.0 FINISH PLAN AND COLOR FINISH LEGEND A8.1 DOOR SCHEDULES AND DETAILS A8.2 STORE FRONT ELEVATIONS AND DETAILS A9.0 LASER SUPPORT AND MISC. DETAILS A9.1 MILLWORK PLANS ELEVATIONS AND DETAILS A9.2 MILLWORK PLANS ELEVATIONS AND DETAILS A9.3 STORAGE AND MISC. DETAILS A9.4 MILLWORK SECTIONS A9.5 TOILET PLANS, ELEVATIONS, AND DETAILS STRUCTURAL S1.0 FOUNDATION PLAN S1.1 ROOF FRAMING PLAN S2.0 TRUSS ELEVATIONS & VAULT SECTIONS S3.0 SECTIONS AND DETAILS S3.1 SECTIONS AND DETAILS S3.2 GENERAL NOTES AND DETAILS MECHANICAL M1.1 MECHANICAL NOTES & SCHEDULES M1.2 MECHANICAL SCHEDULES M2.1 MECHANICAL FLOOR PLAN M2.2 MECHANICAL PIPING FLOOR PLAN M3.1 MECHANICAL DETAILS M3.2 MECHANICAL DETAILS PLUMBING P1.1 PLUMBING NOTES & SCHEDULES P2.1 PLUMBING DOMESTIC WATER FLOOR PLAN P2.2 PLUMBING SANITARY WASTE FLOOR PLAN P2.3 PLUMBING CONDENSATE DRAIN PLAN P3.1 PLUMBING ISOMETRIC RISERS P3.2 PLUMBING DETAILS NOTES AND SCHEDULES FIRE PROTECTION F1.1 FIRE PROTECTION NOTES AND SCHEDULES F2.1 FIRE PROTECTION FLOOR PLAN ELECTRICAL: E1 POWER PLAN E2 LIGHTING PLAN E3 POWER PLAN E4 23EX SIGNAL LIGHTING & POWER PLANS E5 POWER AND LIGHTING PLANS E6 RISER DIAGRAM AND SCHEDULES E7 PANEL SCHEDULES G.E. DRAWINGS C1 PREINSTALLATION CHECKLIST Al EQUIPMENT LAYOUT D1 EQUIPMENT DETAILS S 1 STRUCTURAL LAYOUT S2 STRUCTURAL DETAILS E1 ELECTRICAL LAYOUT E2 ELECTRICAL SPECIFICATIONS E3 ELECTRICAL DETAILS PERMIT#� 1) "11 PLANS REVIEWED CITY OF SANfORD OFFICE COPY REVIEWED By: Sanford Fire P ev ntion Div. Date: G RECEIVED AUG Z 1 ��03 ' ALA DAN I EL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax @E SANFORD, FLORIDA OWNER RADIATION ONCOLOGY CONSULTANTS, P.A. 200 N. Mangoustine Ave. Sanford, FL 32771 407-321-3040 DESIGN/BUILDER JIM L. DAVIS, INC. 14680 118th Ave North, Suite 6 LARGO, FL 33774 727-596-0408 727-593-3267 PROJECT DATA/BUILDING CODE REVIEW CATEGORY CONSTRUCTION TYPE (FBC) CONSTRUCTION TYPE (NFPA) OCCUPANCY TOTAL OVERALL BUILDING AREA TOTAL BUILDING AREA: BUILDING STORY SEPARATION FROM PROPERTY LINE CONSTRUCTION TYPE V UNPROTECTED FULLY SPRINKLERED TYPE III (2,0,0) B-BUSINESS, OUTPATIENT CLINIC 10,397 G.S.F. BUILDING ONE -LESS THAN 30' NORTH WALL 86' EAST WALL 10'-1" SOUTH WALL 137' WEST WALL 63.67' NUMBER OF OCCUPANTS BUSINESS AREA 1 PER 100 sq.ft. 104 PERSONS EXTERIOR BEARING WALL -OPENING PERMITTED O' TO 3' 0 H R 0% OPENING 0% OPENING PROPOSED TTO10' 0HR 10% OPENING 0% OPENING PROPOSED 10'T020' OHR 30% OPENING 0% OPENING PROPOSED 20' TO 30' 0 H R 60% OPENING 12% OPENING PROPOSED OVER 30' 0 HR N.L. N/A EXTERIOR NON BEARING WALL EXIT ACCESS CORRIDOR PARAPET WALL PROTECTION OF OPENING ARCHITECT DANIEL S. CHANG, AIA 2130 KINGSTON COURT, SUITE E MARIETTA, GA 30067 770-644-9200 770-644-9202 STRUCTURAL GREGORY PETERSON P.E. 4562 Lawrenceville Hwy. SUITE 120 Lilburn, GA. 30047 770-934-6944 LIST OF CODES AND STANDARDS NFPA-10-1990 STANDARDS FOR PORTABLE FIRE EXTINGUISHERS FBC 2002 NFPA-10-1994 STANDARDS FOR THE INSTALLATION OF SPRINKLER SYSTEMS NFPA-24-1992 STANDARDS FOR THE INSTALLATION OF PRIVATE FIRE SERVICE 608 MAINS AND APPURTENANCES NFPA-25-1992 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE OF NFPA 101, 220 WATER -BASE FIRE PROTECTION SYSTEMS 305.12 NFPA-26-1988 SUPERVISION OF VALVES CONTROLLING WATER SUPPLIES FOR FIRE PROTECTION NFPA-70-1993 NATIONAL ELECTRIC CODE NFPA-71-1989 STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF CENTRAL STATION SIGNALING SYSTEMS NFPA-72-1993 STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS NFPA-90A-1993 STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS NFPA-90B-1993 STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITION SYSTEMS NFPA-101-1997 LIFE SAFETY CODE NFPA-251-1990 STANDARD METHODS OF FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIAL NFPA-252-1990 STANDARD METHODS OF FIRE TESTING OF DOOR ASSEMBLIES FBC-2002\ FLORIDA BUILDING CODE, 2002 EDITION FLORIDA MECHANICAL AND PLUMBING CODE, 2001 EDITION FLORIDA BUILDING CODE 2002 CHAPTER 11 FLORIDA BUILDING CODE 2002 CHAPTER 13 ANSI -Al 17.1 FEDERAL HANDICAPPED CODE, 1984 OCTOBER 1997 ED. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION RA GPHIC SYMBOLS N/A 0 HOUR ( FULLY SPRINKLERED) 704.2.4 NONE, ROOF WITH 6:12 SLOPE 704.5.2 705.1.2 EXIT ACCESS CORR. 0 HOUR (FULLY SPRINKLERED) OPENING W/IN 15' 0 HR OPENING OVER 15' 0 HOUR MEANS OF EGRESS REQ'D PROVIDED OCCUPANT LOAD 1/100 SF 104 PERSON TRAVEL DIST, - SPKLR 300' 150' DEAD END 20' 14' EGRESS WIDTH 0.2"X111=22.2" 180" MIN. CORR. WIDTH 44" 64" MIN. CLR OPEN'G 32" 36" NUMBER OF EXITS 2 3 ACCESIBLE MEANS 1 3 HORIZ. EXIT 50% MIN 100% SITE INFORMATION ZONING JURISDICTION: COUNTY OF SEMINOLE ZONING: GC-2 (GENERAL COMMERCIAL) LAND USE: PROFESSIONAL OFFICE MAX. BLDG HT. 50' PROP. BLDG HT. LESS THAN 36' PARKING REQUIRED REFER TO CIVIL DRAWINGS UNDER SEPERATE COVER 705.1.1.2 EXCEPTION NO. 1 T-1004 { CAST IN PLACE CONCRETE PLAN/SECTION STEEL IN SECTION I � EARTH IN SEC11ON PROCESSED WOOD SHEET MATERIAL .}� PRECAST CONCRETE RIGID INSULATION j BRICK IN SECTION CONCRETE BLOCK IN SECTION GRASS IN PLAN .Y .L .L . 000 I DATUM AND SPOT ELEVATION MARKER REVISION MARKER XXXX DOOR NUMBER COLUMN IDENTIFICATION BREAK LINE INDICATES DIRECTION OF DRAINAGE ACCESSORIES AND EQUIPMENT MARKER WALL/PARTITION TYPES KEY NOTES MARKER CEILING HEIGHT WNDOW MARKER X.X 1/4" DOWN XX �X X.XXX 0 OPP WALL OR BUILDING SECTION MARKER X X.XX OPP = OPPOSITE HAND TYP = TYPICAL SECTION qw SIM = SIMULAR TO OPP ELEVATION MARKER X X.XX OPP = OPPOSITE HAND TYP = TYPICAL SECTION SIM = SIMILAR TO ENLARGED DETAIL INDICATOR OPP = OPPOSITE HAND f� I TYP = TYPICAL SECTION SIM = SIMILAR TO MECHANICAL MATHEW B. TIBBS, P.E. 145 South Shore Terrace Fayetteville, GA 30214 404-644-5530 LOCATION MAP ELECTRICAL FRANKLIN McCLOUD P.E. 145 South Shore Terrace Fayetteville, GA 30214 404-644-5530 alllac lm ass t F y�} .t+f�3 €a s T_ r Flr'IAa �. 11 7 .� 4" VJ .tit arc E: t'1 nth -A jl u ' r s; 9 _lh r N el kTV.I Lu L c } - -. - G.lulxr,l vt w J. c i ►.Sr.SrS } - ,� ti: 11"r of �',_:. }YI:1- 5+1+ n+ti-rr In-•4}':I:I} 1r•n-�1nr lart -nh-+ic�; LEGAL DESCRIPTION COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, SAID POINT BEING A 1" IRON PIPE NO # FOUND IN PLACE; THENCE RUN S89°45'29"W 51.60 FEET ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 26; THENCE DEPARTING SAID NORTH LINE RUN S00'23'55"E 1072.00 FEET; THENCE N89'45'29"E 15.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF TERWILLIGER LANE AND TO THE POINT OF BEGINNING, SAID POINT BEING A 1/2" IRON ROD #LB6300 SET IN PLACE; THENCE SOO°23'55"E 390.24 FEET ALONG SAID EAST RIGHT OF WAY LINE OF TERWILLIGER LANE TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF STATE ROAD NUMBER 46, SAID POINT BEING A 1/2" IRON ROD #LB6300 SET IN PLACE; THENCE DEPARTING SAID EAST RIGHT OF WAY LINE RUN N88°16'58"E 315.12 FEET ALONG SID NORTH RIGHT OF WAY LINE OF STATE ROAD NUMBER 46 TO A 1/2 IRON ROD #LB6300 SET IN PLACE; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE RUN N00°11'01"W 382.13 FEET TO A 1/2" IRON ROD #LB6300 SET IN PLACE; THENCE S89°45'29"W 316.47 FEET TO THE POINT OF BEGINNING. MAJOR MEDICAL EQUIPMENT VARIAN 23EX UNIT VARIAN ONCOLOGY SYSTEMS 770-955-1775 WWW.VARIAN.COM VARIAN XIMATRON VARIAN ONCOLOGY SYSTEMS 770-955-1775 WWW.VARIAN.COM FUTURE LINAC-VARIAN 600C VARIAN ONCOLOGY SYSTEMS 770-955-1775 WWW.VARIAN.COM GE LIGHT SPEED CT/SIM GE MEDICAL SYSTEMS 800-257-2878 WWW.GEMEDICAL.COM FUTURE PET -GE PET ADVANCE NXi GE MEDICAL SYSTEMS 800-257-2878 WWW.GEMEDICAL.COM GENERAL NOTES 1. Contractor shall visit project site and be familiar with the proposed work. Take field measurement and verify all field conditions and report to the Architect any discrepancies prior to construction. Once construction starts the Owner and the architectural team will not be responsible for any foreseeable discrepancies. 2- Contractor shall comply with all local, state, national codes and regulations, code analysis stated in the cover sheet 3. Contractor to Coordinate with the Owner items to be contracted, supplied or installed by him. See drawings for work done by others or work not included in contract. 4. No substitution may be made for any items unless approved in writing by the Architect, or as stated in the contract. Contractor shall bear the burden of obtaining approval of items to be substituted. Architect's decision regarding substitution shall be final. 5. During the course of construction, if contractor uncovers any code violation known to him or discrapancy with the design, contractor shall notify the architect of such item immediately_ 6. Contractor shall carefully/thouroughly study and compare the Contract Documents with drawings/specifications and with information furnished by the Owner_ When there is an inconsistency/conflict or violation of codes in the drawings or specifications, inform the Architect immediately for a final decision before proceeding with construction. 7. Contractor is responsible for all building and development fees required to complete the project. The Architect shall be reimbursed for any fees paid prior to the Contractor initiating construction. 8. Provide fire stops and seal all pipe and conduit penetrations through fire rated floors, walls, and ceilings in order to prevent the passage of the smoke or fire- All sealant shall comply with the minimum fire rated requirements for the wall, floor, or ceiling. Only approved non-combustible materials are allowed to penetrate walls. 9. Smoke and fire partitions shall be constructed per the designated UL design, and shall be extended vertically to the bottom of the structural above. Dust partition shall be protected with the following types of dampers, unless otherwise noted: a. Fire partitions: fire dampers b. Smoke partitions: smoke dampers c. Combination fire and smoke dampers: smoke and fire dampers 10. Contractor shall assemble and install materials/products in strict accordance with the manufacturer's recommendations and industry standards. 11. Refer to the Drawings and other documents for additional specifications not specified herewith. See structural, plumbing, mechanical and electrical drawings for additional notes. 12. The Contract Documents have made no intent to give specific instructions concerning the means, methods, techniques, sequences, and procedures, and assignment of work. It is the Contractor who shall supervise and direct the work. 13. ARCHITECTURAL AND ENGINEERING DESIGNS HAVE MADE REFERENCES ON VARIOUS EQUIPMENT DESIGN CRITERIA AND INSTALLATION MANUALS. CONTRACTOR SHALL REVIEW THE ATTACHED SITE SPECIFIC DRAWINGS AND /OR CONTACT EQUIPMENT MANUFACTURER FOR THE LATEST EQUIPMENT INFORMATION PRIOR TO BIDDING AND CONSTRUCTION. 14. Shielding Protection: 1. Shielding design for this project and all shielding related details should be calculated and determined by a certified radiation health physicist. Contract design builder or owner to obtain the final report and related items from the record of physicist of this project. 2. All constructions and installations shall maintain the integrity of radiation shielding design without leakage or hot spot in any direction. 3. A single source shielding contractor shall design, fabricate, furnish and install all shielding related items in accordance to the approved copy of the shielding design and calculation by the physicist, items required by the radiation equipment manufacturer, Varian or others, and field conditions. 4. The current shielding designs and details shown on the drawings are for reference only, and the drawings do not necessarily indicate all conditions and accessories. 5. All design, fabrication and installation shall comply with the requirements of NCRP (National councilor radiation Protection) and comply with requirements of local, regulatory agencies where standards and criteria exceed NCRP. 6. Submittals: Prior to construction, contractor shall submit shielding design shop drawings to architect for approval. All drawings shall be shown in appropriate scale and with sufficient details. Submit 4 complete sets of drawings, data and other documents for architect and engineers to review and approval. Items need to be submitted are listed below: a. Design calculations and details of lead shielding structural supporting system, such as the lead walls, ceiling and other critical areas. All calculations shall bear the stamp of a licensed structural professional from the State of Missouri. b. Access panel, power requirements and electrical system where applicable. c. Other items deem critical to the shielding design, or as required by the design -builder, radiation manufacturer or others. THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART_ IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DSc DRAWN BY: BM ISSUE DATE DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING G 1 07/17/031 MINOR REVISIONS H 1 08/151031 MECHANICAL REVISION I I I I I I I I I I I I I I _ I I I I W zUJ W� W 00 0 J tL O Z 0 ° ., V0 O 4 z -' 00 z LL Z O 0 to W LL Z z DRAWING TITLE COVER SHEET SHEET NUMBER rn Q W J W AO.2 I o ArE MEL CHANG, AIA <INGSTON CT., SUITE E ETTA, GEORGIA 30067 044.9200 tel [7701644.9202 fax THIS DRAWING IS THE PROPERTY OF E DESIGN INC. AND SHALL NOT BE REPRODUCED !HOLE OR PART. IT SHALL NOT BE USED ON OTHER EJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. RAWING ISSUES PROVED BY: DC DRAWN BYERS UE I DATE I DESCRIPTION 4 110/17/02 I SCHEMATIC DESIGN 3 112/11/02 I SCHEMATIC DESIGN 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108/15/03 1 MECHANICAL REVISION ACE: M w Z uj �. w1 1 V 00 > ®.J � t� V _ILL ® Z ® IV 1 0 o - ' a Z U 'j on Q® Z LL ®Z Q wQ 3: ® u) w LL Z Q DRAWING TITLE FIRE SAFETY 0 PLAN o- z 0 v rz JOB NUMBER 01032 0 w SHEET NUMBER < Q uw w ry FSP1 I AE q = - O 76'-8„ to W CHILLER AND PA SEE MECHANICAL --- GRAVEL FILL --- CONDENSING UNIT AND PAD SEE MECHA qICAL OPAGUE FENCE; F COORDINATE WIT BUILDER — I 0 p oa° o 0 po o 0 ° a� ° p . col' 0 0 oO° p °000° 000 oo 011:11° o ° > 0 p o 0 O ° p ° ❑ o IE EI 0 o Lri, p o o � po o° 00 5V 5` e ° ONCOLOGY BUILDING 10,080 SF 0,96E' _4dolv",M� (Q), 969 iufioE , O'699 0'PEE I oS 609) :INVI �1101111W]:li ARCHITECTURAL SITE. PLAN 1 A1.0 SCALE: 1 "=20'—O" 0 w IZ O z aU_ oD■e�� � T u In I 3 <<6 � 66o0S' � �'6 •Z66 i a 17 io r. q •: 0, 0.001V 8z -961 o 13.9 z �O O 0V W W ; Ftp W N O z UJ O z U � W LL_ O (OA. W rr Co V qv \ 79' -8" RRELEV.=22.50 r" . co q Q Az _ 60 .r Z ` C7 V) .r O x zUz 4 - t low Q• - S \ \ 1CTI o c co O m �' to Z I: U Q o 0 Z _ gz li 0 a 3 oa� CL7(n !i� l0 F scnz z oo�W' ? mm oo a 9_ Roc-4 H 0 110 q,-4,. =N ALUM. LETTER N ALUM. LETTER GREEN ALUM. LETTER D CAP BLOCK T" PER FOOT TOP AREA DENOTES )NE. SIGN =D AND ED BY SIGN CTURER AND NATED BY L CONTRACTOR FACE CMU DRIZONTAL AT 16" O.C. D CAP BLOCK, MATCH CMU ACE CMU DRIZONTAL AT 16" O.C. GRADE 5 A1.0 SIGN ELEVATIO SCALE:1/2"=1'-O" V-8" 1,_4» 4" SOLID CAP BLOCK 4" SOLID CAP BLOCK W/ 1/4" PER FOOT W/ 1/4" PER FOOT SLOPED TOP SLOPED TOP #6 REBARS AT 48" O.C. VERTICAL o co I i� I _ U GROUND FACE CMU GROUND FACE CMU _ WITH HORIZONTAL WITH HORIZONTAL REINF. AT 16" O.C. REINF. AT 16" O.C. 4" SCUD CAP BLOCK, 4" SOLID CAP BLOCK, COLOR MATCH CMU COLOR MATCH CMU SPLIT FACE CMU SPLIT FACE CMU WITH HORIZONTAL WITH HORIZONTAL REINF. AT 16" O.C. REINF. AT 16" O.C. FINISH GRADE FINISH GRADE DAMPROOFING BELOW GRADE CONTINUOUS - SPREAD FOOTING #4 REBARS AT 12" OC. MAX. EACH WAY FOOTING PER o STRUCTURAL DP.WIHGS FOR - _ HOTS: TO STMOM AOMTR fYL INFOMAMN IAL,� ELE(:IPoGLL SIGN WALL SECTION SIGN ELEVATION —SIDE 1,3/Al.01 SCALE:1/2"=V-O" 14/Al.01 SCALE:1/2"=1'-G" 12/Al.01 PLAN AT MONUMENT SIGN SCALE: 1 /2'"=l'-0". DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 12/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 1 07117/031 MINOR REVISIONS H 1 08/15/031 MECHANICAL REVISION 1 1 1 1 1 1 I I I �c uw W W Z ® W �rI 00 >. of �LL o Z ® J o n Z p Z LL o ou) W LL Z Z Q DRAWING TITLE PRE -CAST SOLID CAP BLOCK 1/PER ARCHITECTURAL FOOT SLOPE FOR DRAINAGE SITE PLAN JOB NUMBER 01032 SHEET NUMBER Al e�d3 z 0 li U) z 0 U 0 LL 0 W w J W •i s E AE A 1 A2.0 FLOOR PLAN SCALE: 1 /8"=1 ' -0" ALUM. DOOR AND FRAME JOINT COMPRESSIBLE PER SCHEDULEFILLER ALUM. THRESHOLD ON TILE PAVERS ON 2" FULL BED OF MASTIC SETTING BED CONC. SLAB AND BASE PER STRUCTURAL CONC. WALK ON 4" GRAVEL BASE — a a as a a a a VAPOR BARRIER 12" #5 REBAR AT 24" O.C. DOWELS PAVING DETAIL 2 A2.0 SCALE: 1 "1 /2"=1 '-0" 4 PER WALL IYPE METAL STUD WALL 4 A5.0 TOTAL FLOOR AREA = 10,397.00 S.F. PER WALL TYPES CMU PIER BEYOND TILE PAVERS ON 2" SETTING BED 1 /2" COMPRESSIBLE JOINT FILLER u a 6 a a 12" #5 REBAR AT 24" O.C. DOWELS CONC. WALK ON 4" GRAVEL BASE 3Z A2.0 PAVING DETAIL SCALE: 1 1 /2"=1 '-0" a XX.XX SPOT GRADE NOTES: METAL SL DANIEL CHANG, AIA 130 KINGSTON CT., SUITE E JIARIETTA, GEORGIA 30067 770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED N WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ERS ISSUE I DATE I DESCRIPTION A 10/17/02 1 SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107117/031 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION 2 I06-25-03I REVISION 1 I06-15-03I REVISION w z W W F— V® z W i' Oc U 00 >. 0J 0 V ILL_ 0 z 0 = �° ., t, ® 0 z v 00 z LL 0 ®z a � 0 to w LL. z z a Q DRAWING TITLE FLOOR PLAN JOB NUMBER 01032 SHEET NUMBER UP z 0 Z) U) 0 ry 0 LL ui U) w W 0 EEVE AE 010 1'-4" (A3) l'-2" (Al) 1' CE " GYP. BD. MU, REFER TO TIONS FOR TYPE FINISH A 1, 3 1 /2" THERMAL FOIL D BAIT INSUL. W/FOIL N A SID D A LIED DAMPPROOFING 3 5/8", 25 GA. METAL STUDS AT 16" O.C. LOOSE —GRANULAR INSULATION IN ALL CELLS NOT FILLED SOLID WITH GROUT. A A3 Al USE 6" METAL STUDS A2 3/16" LEAD TO 8'-0" A.F.F. LAM TO GYP. BD. TO FULL WALL HEIGHT 4 7/8 7 1 /4" (D2) � P 3 5/8" METAL STUDS @ 16" O.C. 5/8" GYP. BD. H H 1 5/8" GYP. BD. ON ONE SIDE ONLY H2 6" METAL STUDS EXTEND TOP PARTITION TO 6" ABOVE HIGHEST ADJACENT CEILING. BRACE AT 4'-0" O.C. TO STRUCTURE ABOVE — UNLESS NOTED OTHERWISE B 4 7/8" (J "1) 7 1 /4" 6" METAL STUDS @ 16" O.C. CONCRETE WALL 5/8" GYP. BD. 18 GA 6" METAL STUDS @ 16" O.C. W/FOIL FACE THERMAL INSUL. (FOIL FACE ON AC SIDE) 5/8" FIRECODE GYPSUM BD. 3 5/8" METAL STUDS AT 16" 5/8" GYPSUM BOARD 7/8" METAL FURRING CHANNELS @ 16" O.C. CONCRETE WALL 5/8" GYP. BD. 4 7/8" � K J1 USE 3 5/8" METAL STUDS USE 5/8" GYPSUM J2M BOARD BOTH SIDES UL DESIGN No. U432 1 HR FIRE RATING EXTEND CONTINUOUS FROM TOP OF SLAB TO BOTTOM OF STRUCTURE ABOVE 8" SPLIT -FACE CONC. BLOCK CONT. SEALANT & BACKER ROD PRE -MOLDED CONTROL JOINT INSERT GROUT CELL SOLID & PROVIDE VERTICAL REBAR- NOTE: TERMINATE HORIZ. MASONRY REINF. @ CONTROL JOINT LOOSE -GRANULAR INSULATION IN ALL AREAS WITHOUT SOLID GROUTED CORES 1 A2.1 CMU EXPANSION JOINT DETAIL SCALE: 1 1 /2"=1 '-O" 5/8" MOISTURE RESISTANT GYP. BD. 4" 3 5/8" METAL STUDS @ 16" O.C. CONCRETE WALL 5/8" GYP. BD D2 MOISTURE RESISTANT GYP BD 4 7/8" w 0 Iz 0 w I- x w 3 5/8" METAL STUDS @ 16" O.C. 5/8" GYP. BD. 3/4" C—D PLYWOOD PAINTED TO MATCH WALL COLOR L 4L1 3/4" C-D PLYWOOD ON BOTH SIDES OF ELEC. & PHONE ROOM 7" 8" CMU, REFER TO ELEVATIONS FOR TYPE AND FINISH MWIN 2-1/2" METAL STUDS @ 16" O.C. 5/8" GYP. BD. G G l 5/8" MOISTURE RESISTANT GYP. BOARD EACH SIDE G l 7" WIDE WALL WITH SIM. 1 /8" LEAD EACH SIDE 7 1 /4" 18 GA 6" METAL STUDS AT 16" O.C. 5/8" TYP "X" GYP. BD. 5/8" TYP "X" GYP. BD. W/ %8" LEAD TO 7' —0" MIN. A.F.F. BEHIND GWB. UL DESIGN No. U432 1 HR FIRE RATING EXTEND CONTINUOUS FROM TOP OF SLAB TO BOTTOM OF STRUCTURE ABOVE A2 ADJACENT SPACE 7 1 /4"(N) 4 7/8" (N 1) 18 GA 6" METAL STUDS AT 16" O.C. 5/8" GYP. BD. 5/8" GYP. BD. WITH 1 /8" LEAD TO 7'-0" MIN. AFF. REGULAR G` BD TO FINISHED WALL HEIGHT SHIELDED ROOM N 6" METAL STUDS W/ 1/8" LEAD TO 8'-0" A.F.F. BOTH SIDES. GYP. BD. TO FIN. WALL HEIGHT. NI USE 3 5/8" METAL STUDS DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14103 I BANK LOAN PACKAGE E 105/12103 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 1 07/17/031 MINOR REVISIONS H 108/15/03 MECHANICAL REVISION 1 1 1 1 2 1 07-17-03 ( REVISION 1 106-15-03I REVISION w W Z W Up_ 00 OJ I u- O 00 Z w 00 U. ® Z a Ova U Z W Z W V 0 ® Z z j L O A L Z O 3: Z DRAWING TITLE PARTITION TYPES AND DETAILS JOB NUMBER SHEET NUMBER 010321 A2wl z 0 U) z 0 0 0 IL 0 w co Q w w 0 AE AE ItE 16'-1" FIELD VERIFY Rnl I tip nnnR FIELD CUT REQUIRED �nr-nlil.in(" ran VI L.1 1111 VLlJ I VI\ WITH LOCK TYP. ELECTRICAL AND DATA. CEILING PLEXIGLASS , I� OPEN Q VISION PANEL IN Q CO COUNTERTOP 00 CD 0 0 17 0 0 0 0 Q PROBING TUBE � TASK LIG T . M Q N w � o ❑o o � a rn a W a IA- rz > Cn00 00 ° o0 00 (] o 00 0o 00 ° oo � I 00 00 00 00 CCTV 2 ° 0�0 MONITOR o a 0 o11 IV \----PULL BOX - SEE ELECTRICAL DRAWINGS CONTROL CONSOLE ELEV. SCALE: 1 /2"=1'-O" 5-0" rr7 r7 r7 Q a 0 0 0 N 00 00 _� APPLITATOR STCRAGE IL ^) o u�� _1N APPLICATOR STCRAGE w j -IN o � I CONE / WEDGE 4 A2.2 CABINETS SCALE: 1 /2"=1'-O" 5' 0 � I :V BLOCK STORAGE 5 A2.2 CINETS AB SCALE. 1 /2"=1 ' -0" 11' FIELD VERIFY CONTROL CONSOLE ELEV. 3 A2.2 SCALE: 1 /2"=1 '-O" 8' - 0" 3' - 5" ~" CABINETS CABINETS 6 A2.2 WITH SINK A2.2 WITH SINK SCALE: 1 /2"=1 '-O" SCALLE: 1 /2"=1 '-O" _Zl_ NOTE: Fused 240VAC 60Hz Singe Phase 20Amp Service required 8 A2.2 SPECIAL DOOR DETAILS (FOR REFERENCE ONLY) SCALE: 1 /2"=1 '-O" 00 I �n 8'-4" 4'-0" 4'-4" 3' -4" 12'-2" 24' -4" 12'-2" 8'-10" 4'-4" 4'-6" n N Q BEAM ON WARNING LIGHT r- 16.24 63.049 W a 6'-4." No z STORAGE CABINET 4 �o ow � o CLOSET a_ 5 A2.2 a 11.02 LINEAR CCELERATO 0 I i� DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ISSUE DATE DESCRIPTION A 110/17102 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 01/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105112/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 1 07/17/03 MINOR REVISIONS H 10-3/15/03 MECHANICAL REVISION LUI 11.06 f I co ¢ w� CORNER FLOOR SPAC I 1 0GUARD 06.04 � KEYED. TRAY d `g 31.077 16.06 16.26 KODAKM68 E. CABINET 0cm 2 A2.2 N n WARNING LIGHT 06.06 CCTV MONITOR u)z 16.24 63.049 16.26 C. CONSOLE 16.25 67. 68 `0 3 A2.2 16.03 69.229 106-25-031 REVISION 06.03 DOOR CONTROL 2 VERIFY OPENING SIZE = G - 1 106-15-031 REVISION SEE NOT S ON A2.6 C316.23 0 NOTE: VIEW BOX-4 12'-2" I SEE 2,3 A2.2 FOR `V Uj ELECTRICAL AND DATA 3'-6" 9'-7" 3'-5" OUTLET LOCATION a2 _ NOTE: SEE SHEET A2.5 FOR WALL NEXT TO DOOR 1 , 1 PULL BOX PIT DETAILS 16'-1" MUST BE PLUMB AND TRUE WITHIN 1 /8" PER W ® NOTE: SEE SHEET A2.6 8' AND BE PAINTED z_ LINEAR ACCELERATOR ROOM PLAN FOR FURNISHING/ BLACK 0 - 1 A2.2 ACCESSORIES LISTS Oz SCALE: 1 /4"=1 '-0" TE: 0 IT COVER PLATE WHEN 0V COMMENTS ON OPERATION OF DOOR PIT IS UNDER BASE FRAME OR 4'-6" I II.L. ® Z MODULAR BOX. CONC. WALL r► n 1, POWER FAILURE- Battery will provide power to open 2 2' ° ®® >j `0 door on power failCONIC. Q ure, � J In case o1^ mal-Punction in battery operation Pull Quick release pin " ° z V and slide door open, A cachet puller may be used to assist opening, 26 x18,� 6 x16 GA. GALVANIZED STEEL °a a a FLOOR COVER PLATE ° a ®� FINISHED WALL > FIN. 2, DOOR OBSTRUCTED- If' the door is Closing when an obstruction ° ° CONC. ® Z ° p d 4 occurs the door will Stop then reverse and ° ° . ° a. °• �/ ❑pen. 24" 24" 36" DEEP PIT FOR WIRE d ° STPUC 1 1 9 A2.2 PLAN AT SPECIAL DOOR SCALE: 1 /2"=1 '-O" ' Q a � Q 21.20x16.18 15.02 MODULATOR CABINET HUB DR L15.03 OHOSE IBB ITCH OVER CONTR L EQUIPMENT m 40.130 03 N Y N O Q Q J m w a o SER COVER � " 06.05 ISOCEM rd WALL LASER 51" 11:0"- 61-1 1 16.05 6305 a E. OFF Sj I F H WARNING LI K 2 16.24 3-049 z In a a M 6 A2.2 80" MOIJITOR 21.012 11.06 SINK a 65.38 K1-6.19 a a PULL BOX Q 2'-0" SEE 1O/A2.; a 10 A .2 z_ N m N U n `S d- Ca m � w z 06.05 C:) LASER COVER Q WALIL &SITR 51" W3.57�WIT('6.05 H i� Ov O, Q O LJ- � O Ld O d: Q O N N ft: co - ¢ cfl co co Ld Tz U O Q ��/ �. N Li 1 1 '� ' O O O o- > , ,-, F � - 00 rn Qwo o n M CLOSET a V a_ � CIRCUIT BREAKER1 a a SEE 8,9/A2.2 SPECIAL DOOR 30"X36" CLE 0 I 0 I co I CONTROL PANEL x x e a W " �, a .,V 4 4/. CONIC. PULL BOX W/ 23 x23 x35 x16 GA. r�Q GALV. PULL BOX COATED OUTSIDE ° a W/ BITUM. W.P. Q 4"x3,-0"x3, O" a SLAB UNDER DETAIL AT PULL B 0 X 10 A22 PULL BOX PIT '-0" a . SCALE: 3/8"=1 � /\ a GENERAL NOTES. DRAWING TITLE (LEAD SHIELD DOOR ASSEMBLY) 1. TOP MOUNTED, LINEAR ACCELERATOR SLIDING DOOR AND DOOR SUPPORTING SYSTEM TO BE DESIGNED, FURNISHED AND INSTALLED BY DOOR MANUF. THIS IS NOT IN THE SCOPE OF WORK MAX. CLEARANCE-1/4" FOR ARCHITECT AND ENGINEER'S DESIGN a LINAC PARTIAL 2. DOOR SIZE, THICKNESS AND COMPOSITION OF THE SHIELDING CORE VARY ACCORDING TO TYPE FLOOR PLAN/ z THE OF LINEAR ACCELERATOR. CONTACT 0 DESIGNER -BUILDER OR OWNER FOR THE LATEST PHYSICIST REPORT. ELEVATIONS DOOR WIDTHXHEIGHTXTHICKNESS SHALL BE DESIGNED FOR SUFFICIENT RADIATION SHIELDING WITHOUT ANY HOT SPOT rY N 3. DRAWINGS AND OTHER INFORMATION SHOWN ON THIS PROJECT ARE FOR j REFERENCE ONLY. PRIOR TO CONSTRUCTION OF CONCRETE VAULT, DOOR MANUF. ZO SHALL REVIEW ARCHITECT AND ENGINEER'S DESIGN AND SUBMIT 3 SETS EACH 0 OF THE COMPLETE SHOP DRAWINGS TO DESIGN BUILDER AND ARCHITECT X-VAR{ES PER DOOR THICKNESS 2'-O" FOR APPROVAL. NO PRODUCTION OF THE DOOR AND SUPPORTING SYSTEM - JOB NUMBER 01032 0 SHALL BE PERMITTED UNTIL THE SHOP DRAWINGS ARE FULL APPROVED. DOOR MANUF.'S SUBMITTAL SHALL INCLUDE THE FOLLOWING: 0 W SHEET NUMBER ® COMPLETE DESIGN FOR EACH DOOR AND SUPPORTING SYSTEM. U)Q • ACCESS PANELS, POWER REQUIREMENTS, AND ALL INTERFERENCES AND W J DESIGN CHANGES WITHIN AND AROUND THE SLIDING DOOR ASSEMBLY AREA. W ! CONSTRUCTION SEQUENCE, DELIVERING SCHEDULE AND ALL OTHER COORDINATION REQUIREMENTS BETWEEN NELCO AND DESIGN -BUILDER. A2 2 O • OTHER ITEMS AS REQUIRED BY DESIGN BUILDERS. _- _ -- ■ Z A AE A ISO i ISO CENTER BASE FRAME INSTALLATION PULL/Jl GR� AIR BASE FRAME PIT DIMENSION SCALE: 1 /4"=1 -0" I..VIVirrC 17 JJtU /H11'\ J 1 ,D I clVI BASE FRAME INSTALLATION SCALE: 1 /4"=1 '-O" PIT �S RUNS K WALL COMPRESSED AIR SYSTEM NOTE: CO—ORDINATE WITH LINEAR rr' "T"`, SUPPLIER FOR ROUND ;IOR TO ' CONCRETE. CLINAC SACK WALL r iri n nnn MITLJ TDCATAACI\IT COUCH BEARING. 6'-0—" RADIUS (305) BASE FRAME INSTALLATION SCALE: 1 /4"=1 1-0" .E TAN D -IIS CAVITY IS TO BE REE OF GROUT NE OF BACK WALL Q w w V) cn w Q > NOTE: 1 SE' Su d HZ i SCALE: 1 /4"=1 '-0" LINEAR ACCELERATOR ROOM ELEVATION NOTE: 5 A2.3 1 SEE SHEET A9.0 FOR LASER SCALE: 1 /4"=1 '-O" SUPPORT AND MISC. DETAILS NOTE: 1 SEE SHEET A9.3 FOR STORAGE EQUIPMENT DETAILS 2 VERIFY SIZES OF ALL STORAGE TRAYS AND EQUIPMENT PRIOR TO BEGIN ANY MILLWORK CONSTRUCTION ALUM ANGL (TYP. 1'-4" 1'-4" F E 1120/A2.3 SECTION SCALE: 1 /2"=1'-0" ALUM ANGL (wp. D RAN I. DI Al Al (1 D GENERAL NOTES: 1. ALL EXPOSED SURFACES TO BE COVERED WITH PLASTIC LAMINATE. 2. ALL MILLWORK UNLESS OTHERWISE NOTED TO BE 3/4" CABINET GRADE PLYWOOD. 3. ALL EXPOSED SURFACES OF COUNTER TOPS AND BACKSPLASHES TO BE SURFACED WITH PLASTIC LAMINATE UNLESS NOTED OTHERWISE, 4. MILLWORK CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. 5. PROVIDE 4" RUBBER BASE AROUND BOTTOM OF ALL MILLWORK. 111 A2.3 GENERAL CABINETRY NOTES SCALE: NONE 0 DRAWERS 2 Q0 I 6 A2.3 SECTION SCALE: 1 /2"=1 '-O" 7 A2.3 SECTION SCALE: 1 /2"=1'-O" C ADJU SHEL PATIENT CHARTS WITH FLIP -UP I DOORS FACE OF GYP. BOARD WALL FACE OF CONC. WALL 3' SEE TYPICAL EDGE DETAIL CABLE ROUTINGJ__ N KEY BOARD TRAY (TYP. OF 3) 3/4" REMOVABLE PLYWOOD ATTACHED TO 6" METAL STUDS AT ;z N [r 16" OC, ADJ. SHELF SUPPORT LEG W/ ADJ. FEET RECESSED STANDARDS (BRUSHED N ALUM. CLIPS) RECESSED ANTI -FATIGUE FLOORING SECTION 8 A2.3 SCALE: 1 /2"=1 ' -0" 3' FACE OF CONC. WALL FACE OF GYP. BOARD WALL 9"x 30" PLEXIGLASS FLUSH WITH CO NT RT P /- PIANO HINGE VC_'�Tv\ i Qo 3"4 VENT � HOLE EACH SIDE 1 ' /4" II 6" ELECTRICAL CHASE WALL __j W/ (2) ACCESS PANELS Z±A2.39 CCTV MONITOR SECT. SCALE: 1 /2"=1 '-01, 1'-4" i ALUM ANGL (TYP. DOOF 1'-4" ra ANIEL CHANG, AIA 30 KINGSTON CT., SUITE E 0ETTA, GEORGIA 30067 '0] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED, DRAWING ISSUES APPROVED BY: DC DRAWN BY: ISSUE I DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D I03/14103 I BANK LOAN PACKAGE E 05/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION I I i I � 2 I06-25-03I REVISION 1 I06-15-03I REVISION W z W UJ VQ W >-w V 0O > Q j (D u j U. ® L z p J o 00 ®`�- 0 Z IX V -1 ®0 Z LL Z ou) W LL. Z Z Q DRAWING TITLE LINAC SECTIONS AND DETAILS JOB NUMBER 01032 SHEET NUMBER A2.3 I z O cn z O U ry O 0 0 w cn Q w w I-- AE i CD I N 5' CABINET ELEVATIONS SCALE: 1 /2"=1 '-0" CEILING 5,_6" SOAP DISPENSER i HANDICAP cD ACCESSIBLE i HAND SINK N CABINET ELEVATIONS SCALE: 1 /2"=1 '-0" OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OP N OPEN TASK LIGHT 4" HIGH ADJUSTABLE SHELVES o BACKSPLASH AT o BOX/BOX/FILE COUNTER TOP N 00 0 00 0 00 0 ^ Qo I N 0 0 0 o BOX/BOX/FILE— SUPPORT LEGS CABINET ELEVATIONS �//ADJUSTABLE FEET SCALE: 1 /2"=1 1-0 " 12'-5" FIELD VERIFY CEILING 31. '-6" LEADED GLASS VIEWING WINDOW ° CONTROL CONSOLE 00 EQUIPT. T 0 00 TASK LIGHT SEE ELEC. DRAWINGS OPEN OPEN OPEN 4" BACKSPLASH AT WORK °° COUNTERS °° 00 Qo 8 A2.4 CABINET ELEVATIONS SCALE: 1 /2"=1 '-0" AE PROVIDE GROMMET AS REQUIRED CEILING d- I FILM STORAGE, DIVIDERS (14 EQ. SPACES) 1 /4" PLEXIGLAS DIVIDERS VIEW BOXES DRAWERS co 1'-5" I 2'-9" I 2'-10" tV ¢ 4 A2.4 ELEVATION T. PLAN SCALE: 1 /2"=1 '-0" iwimlwloolwfoli SHELF BEYOND KEYBOARD TRAY BEYOND LINE OF BOX/FILE 6" CHASE SECTION 6 A2.4 SCALE: 1 /2"=1'-0" Qo N PULL BOX 65.138 16.19 14' 3' LEADED GLASS VIEWING WINDOW 0 0 00 00 �r- d- WALL BEYOND CD i TASK LIGHT COUNTER WITH PLASTIC LAMINATE AND 4" BACK SPLASH 2'-6" I N 7 A2.4 SECTION SCALE: 1 /2"=1 '-0" Qo I r� MUE-1 00 0o Ci 00 00 00 00 Cl d- I 0 PROVIDE GROMMET AS REQUIRED — A� PARTIAL FLOOR PLAN-XIMATRON AREA SCALE: 1 /4"=1 '-0" SCALE: E: "1 /2"=1 '-0" KEYNOTES FOR CT/SIMULATOR ALL KEYNOTES FOR THIS SHEET ONLY SEE GE SITE DRAWINGS FOR DETAIL (Q AGFA DRYSTAR 3000 PRINTER 0 OPERATOR'S CONSOLE INJECTOR'S ELECTRONIC ® GAMMEX LASER LIGHT LAPTOP CONTROL 0 EQUIPMENT COUNTERTOP © LEADED GLASS VIEWING WINDOW Q WORK SURFACE STORAGE CABINETS Q GAMMEX PATIENT POSITIONING LASER LIGHT 10 INJECTOR HEAD ON OVERHEAD COUNTERPOISED SUSPENSION 11 CT LIGHTSPEED QX/1 12 POWER DISTRIBUTION UNIT 13 MAIN DISCONNECT CONTROL CHJ SEE 8/A2.4 AND ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS 15 IN USE SIGNAL LIGHT 2 2 16 RADIATION DETECTOR (PRIME ALERT) 17 LEAD SHIELDED ��lALL PER WALL TYPE XX.XX SEE SHEET A2.6 FOR FURNISHING/ ACCESSORIES LIST XX.XXX SEE SHEET A2.6 FOR FURNISHING/ ACCESSORIES LIST DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ISSUE DATE DESCRIPTION A 110/17102 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/03I MINOR REVISIONS H 108/15/031 MECHANICAL REVISION 2 I06-25-03 I MINOR REVISIONS I06-15-03I REVISIONS uj w Z W wa F- O ® W w u 00 0j (9 v jU. Z 0 n j `Q n U® 0 z w t� 00 Z LL 0 ® Z �(n W U. Z Z (n DRAWING TITLE CT/SIMULATOR, O XIMATRON PLANS Z AND ELEVATIONS 0 Z O U rz JOB NUMBER 01032 O 1- 0 SHEET NUMBER co a w w A2m4 ON I BASE FR/ 2.5 BASE FRAME PIT DIMENSION-XIMATRON 3 A SCALE: NTS ISOCENTER STEEL ALTER TFRMII 'X6" XIMATRON RAME PULL BOX UTILITY AND CABLE ACCESS SHIELDING 2 5 BASE FRAME INSTALLATION-XIMATRON 4 A SCALE. NTS ISOCENTER FILL PIT AFTER F I M /CI CI nnQ TW IC -/ 11 \I \— E WITH SUPPLIER FOR ROUND RIOR TO Y CONCRETE. OUCH TURNTABLE ASSEMBLY AND STAND MOUNTING PAD TO 3E GROUT FREE CAVITY TO BE FREE OF GROUT IELDING GROUT -BASE FRAME INSTALLATION-XIMATRON 5 A2.5 SCALE: NTS PARTIAL FLOOR PLAN SCALE: 1 /4"=1 '-0" 20'-91" _- t IPPORT FRAMF NOTE: SEE SHEET A2.6 FOR PARTIAL FLOOR PLAN ACCESSORIES FURNISHI N LISTS A2.5 SCALE: 1 /4"=1 '-0" 5' 11) 1,_2„ 1,_2„ 1,_2„ N Q Q Q O O � Q L A\ N i CONE STORAGE tf� U 0 m O CONE STORAGE 4 I IN Q0 1 �0 00 � 0 o _6q A2.5 ELEVATIONS-XIMATRON ST. SCALE: 1 /2"=1 '-0" 9 A2.5 PLAN AT LINACC SCALE: 1 /8"=1 '-U" 0 7 A2.5 ELEVATIONS-XIMATRON ST. SCALE: 1 /2"=1 ' -0" KEY -NOTES 24"Wx24"Lx36"D PIT, 2A SEE 10/A2.2 FOR DETAILS, Q VERIFY EXACT LOCATION WITH EQUIP. MANUFACTURER A2 DAN I EL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17102 I SCHEMATIC DESIGN B 112111/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107117/031 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION 1 � 1 � 1 � 1 1 1 w UJI z w Lu VO _ z W 0® >. o.j Lr) U LL 0 Z 0 um w J ®' L Q n z 00 Z LL o z Q lw< 3: ocl) w LL z z Q Q cn DRAWING TITLE XIMATRON PLAN SECTION AND PIT DETAILS JOB NUMBER 01032 SHEET NUMBER A2.5 z 0 D U) 0 0 LL W U) Q w Lu ry 0 W. AE FURNISHING / ACCESSORIES LIST SYMBOLS ITEM DESCRIPTION FURNISH AND INSTALL BY LOCATIONS/REMARKS VARIAN REFERENCE ITEM CONDUIT WIRING DIVISION 3 03.01 EQUIPMENT BASE FRAME 0.F.C.I. C.F.C.1. C.F.C.I. BASE FRAME INSTALLED BY VENDOR 40.192 DIVISION 5 05.01 LASER SUPPORT FRAME C.F.C.I. C.F.C.I. C.F.C.1. LASER O.F.0.1. 142.1591 DIVISION 6 06.01 06.02 STORAGE CABINET COUNTER AND CABINET C.F.C.I. C.F.C.1. SEE DETAILS SHEET SEE DETAILS SHEET GLASS TOP OVER COUNTER C.F.C.I. CO-ORDINATE WITH MANUFACTURER 06.03 06.04 KEY BOARD TRAY C.F.C.I. REFER TO HARDWARE SCH. FOR TYPE 06.05 06.06 06.08 DECORATIVE LASER COVER CONTROL CONSOLE CT EQUIPMENT COUNTER C.F.C.I. C.F.C.1. 0.F.C.I. C.F.C.I. C.F.C.I. C.F.C.I. C.F. C.I.* SEE DETAILS SHEET SEE DETAILS SHEET * POWER ONLY DIVISION H 08.01 LIN/ACC DOOR AND FRAME C.F.C.I. C.F.C.I. C.F.C.I. SHIELDING DESIGNED BY OTHER XIMATRON DOOR CT/ SIMULATOR DOOR C.F.C.I. C.F.C.1. C.F.C.1. SHIELDING DESIGNED BY OTHER 08.02 C.F.C.I. C.F.C.1. C.F.C.1. SHIELDING DESIGNED BY OTHER 08.03 DIVISION 10 10.03 SOAP DISPENSER C.F.C.1. PAPER TOWEL DISPENSER C.F.C.I. 10.04 DIVISION 11 11.01 MONITOR SUPPORT -WALL M. LINEAR ACCELERATOR 0.F.C.I. C.F.C.I. C.F.C.1. 0.F.0.1. C.F.C.I. C.F.C.I.* * POWER AND WI G LY 11.02 11.03 CEILING LASER 0.F.0.1. C.F.C.1. C.F.C.I. CEILING ABOVE ISO CENTER -SEE SHEET A9.0 61.227 O11.04 SAGITTAL LASER 0.F.0.1. C.F.C.I. C.F.C.1. 7'-6" A.F.F. ON WALL AT END 0 OF LONGITUDINAL COUCH AXIS 61.440 11.05 WALL LASER 0.F.0.1. C.F.C.I. C.F.C.1. ON SIDE WALLS 61.111 MONITOR 0.F.C.1. C.F.C.1. 0.F.0.1. CONTRACTOR TO PROVIDE POWER ONLY 21.012 11.06 11.20 11.21 PRINTER SCANNER 0.F.0.1. 0.F.0.1. C.F.C.1. C.F.C.1. 0.F.0.1. 0.F.0.1. CONTRACTOR TO PROVIDE POWER ONLY CONTRACTOR TO PROVIDE POWER ONLY DIVISION 12 12.01 CHAIR 0. F. 0.1. 12.02 RECESS MAT C.F.C.1. IF SHOWN (AT CONTROL CONSOLE AREA) DIVISION 15 15.01 SINKS C.F.C.1. C.F.C.I. AT SWITCH OVER AREA HUB DRAIN M HOSE BIBB C.F.C.1. 1 A2.6 FURNISHING AND ACCESSORIES LISTS SCALE. N.T.S. LEGEND O.F. - OWNER FURNISHED/PURCHASED ITEM DIRECTLY; NOT IN CONTRACT. 0.1. - OWNER OR EQUIPMENT SUPPLIER INSTALLED ITEM. C.F. - CONTRACTOR FURNISHED ITEM. C.1. - CONTRACTOR INSTALLED ITEM. 67.423 - IDP KEY SYMBOL -REFER TO VARIAN INSTALLATION DATA PACKAGE FOR INFORMATION C• DIVISION 16 FURNISHING / ACCESSORIES LIST FURNISH AND INSTALL BY ITEM ITEM I CONDUIT I WIRING 16.02 RADIATION DETECTOR (PRIME ALERT) 0.F.C.I. C.F.C.1. C.F.C.I. 16.03 DOOR CONTROL C.F.C.I. C.F.C.I. C.F.C.I. 16.04 VAULT DOOR CONTROL PANEL C.F.C.1. C.F.C.I. C.F.C.I. 16.05 EMERGENCY -OFF SWITCH C.F.C.1. C.F.C.1. C.F.C.I. 16.06 ELECTRONIC CABINET 0.F.0.1. C.F.C.1. 0.F.0.1. 16.07 EMERGENCY LIGHT C.F.C.1. C.F.C.1. C.F.C.1. 16.08 ELECTRICAL DISCONNECT C.F.C.1. C.F.C.1. C.F.C.1. 16.09 INTERCOM C.F.C.1. C.F.C.I. C.F.C.1. 16.11 SAFETY DOOR INTERLOCK SWITCH C.F.C.1. C.F.C.1. C.F.C.1. 16.18 MODULATOR CABINET 0.F.0.1. C.F.C.1. 0.F.0.1. 16.19 CONTROL COUNTER PULL BOX C.F.C.1. C.F.C.I. C.F.C.1. 16.21 UNDER SLAB CONDUIT C.F.C.I. C.F.C.1. C.F.C.1. 16.22 CCTV CAMERA 0.F.C.I. C.F.C.1, C.F.C.1. 16.23 VIEW BOX 0.F.C.I. C.F.C.I. C.F. C.I. 16.24 BEAM ON WARNING LIGHTS C.F.C.1. C.F.C.1. C.F.C.1. 16.25 CCTV MONITOR O.F.C.I. C.F.C.I. C.F.C.1. 16.26 IN USE INDICATOR LIGHT C.F.C.1. C.F.C.1. C.F.C.1. 16.32 POWER CONDITIONER O.F.C.I. C.F.C.1. C.F.C.1. THE FOLLOWING ITEMS 1 TO 7 ARE TO BE INCLUDED IN THE CONTRACT 1 FILM PROCESSOR O.F.C.I. C.F.C.1. C.F.C.I. 2 AIR COMPRESSOR 0.F.C.I. C.F.C.1. C.F.C.1. 3 GARBAGE DISPOSER C.F.C.I. C.F.C.I. C.F.C.1, 4 REFRIGERATOR 0.F.C.1. C.F.C.I. C.F.C.1. 5 HOOD C.F.C.I. C.F.C.I. C.F.C.I. 6 SINGLE STAGE WATER FILTER C.F.C.1. 7 DUAL STAGE WATER FILTER C.F.C.I. 010. TELEPHONE OUTLET C.F.C.1. C.F.C.1. C.F.C.I. D DATA OUTLET C.F.C.I. C.F.C.I. C.F.C.1. M 00. DEDICATED MODEM OUTLET C.F.C.I. C.F.C.1. C.F.C.1. ® TELEPHONE FLOOR OUTLET C.F.C.1. C.F.C.1. C.F.C.I. DUPLEX ELECTRICAL OUTLET C.F.C.1. C.F.C.1. C.F.C.1. 4-PLEX ELECTRICAL OUTLET C.F.C.1. C.F.C.I. C.F.C.1. [ 1 DUPLEX FLOOR OUTLET C.F.C.1. C.F.C.1. C.F.C.1. fm 4-PLEX FLOOR OUTLET C.F.C.I. C.F.C.1. C.F.C.I. 00 4-PLEX OUTLET IN ELEVATION C.F.C.1. C.F.C.1. C.F.C.I. PHONE/DATA OUTLET -ELEVATION C.F.C.I. C.F.C.1. C.F.C.1. 0 DUPLEX OUTLET -ELEVATION C.F.C.1. C.F.C.I. C.F.C.I. GENERAL (MOTES: 1 SEE ALL OTHER DRAWINGS FOR OTHER ITEMS NEEDED 2 ALL ITEMS THAT ARE O.F.C.I. TO BE RECEIVED, UNLOADED, AND INSTALLED BY CONTRACTOR. 3 PAGING -ANOUNCING AND MUSIC SYSTEM TO BE C.F.C.I. CONTRACTOR TO INSTALL SYSTEMS PER ELECTRICAL DRAWINGS. LOCATIONS/REMARKS FROM CONTROL CONSOLE TO VAULT INTERIOR SEE FLOOR PLAN FOR LOCATION SEE FLOOR PLAN FOR LOCATION FROM EMERGENCY -OFF SWITCH TO MODULATOR CABINET (MUSHROOM TYPE BUTTOM) AT CONTROL CONSOLE SEE ELECTRICAL DRAWING SEE ELECTRICAL DRAWING FROM CONTROL CONSOLE TO INTERCOM IN VAULT FROM DOOR INTERLOCK SWITCH TO MODULATOR CABINET CONTRACTOR TO PROVIDE POWER ONLY) SEE FLOOR PLAN FOR LOCATION FROM CONTROL CONSOLE TO CCTV CAMERA-150 OFF EQUIPMENT PROVIDE CONDUIT, POWER AND SWITCH TO V.B. FROM "BEAM -ON" WARNING LIGHTS TO MUDULATOR CABINET FROM CONTROL CONSOLE TO VAULT ENTRANCE OF XIMATRON AND CT/SIM. SEE PLAN FOR LOCATION VENTING BY G.C. PROVIDE LIGHT TIGHT GASKET SEE MECHANICAL DRAWING SEE MECHANICAL AND ELECTRICAL DRAWINGS PLUMBING TO PROVIDE WATER FOR ICE MAKER SEE MECHANICAL AND ELECTRICAL DRAWINGS AT COFFEE AREA -WITH SEPERATE FACET AT BREAK ROOM -WITH SEPERATE FACET OWNER TO FURNISH PHONE SETS SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION SEE ELEVATION FOR LOCATION SEE ELEVATION FOR LOCATION SEE ELEVATION FOR LOCATION 4 CONTRACTOR TO INSTALL NURSE CALL SYSTEMS AT ALL TOILETS AND AT NURSE STATION. 5 CT/SIMULATOR LASER TRACK TO BE C.F.C.I. SUPPORT FRAME AND LASER TRACK TO BE CONSTRUCTED OF UNISTRUTS BY ELECTRICIAN. VARIAN REFERENCE 63.297 69.229 63.057 65.138 67.039 ANIEL CHANG, AIA 30 KINGSTON CT., SUITE E \RIETTA, GEORGIA 30067 70] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ERS ISSUE I DATE DESCRIPTION A 110/17/02 ( SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 ( FOR REVIEW F 05/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION 2 106-25-03I REVISION 1 1 06-15-03 REVISION w W z W W< VQ _ Z W 00 p.j 0 V ILL o V Z� V ®0 z U.o ® Z wQ 3: 0cj) w L. Z Z Q o< cn DRAWING TITLE FURNISHING ACCESSORIES z 0 LISTS JOB NUMBER SHEET NUMBER 01032 0 0 w w J w ry A 2 6 AE AE 1 A2.7 DIMENSIONAL CONTROL PLAN SCALE: 1 /8"=1 '-O" 171,_4„ 1 0� NOTE: SUBSTITUTE REGULAR GYP BD WITH MOISTURE RESISTANT GYP BD AT ALL TOILET ROOMS, COUNTER WALL OF KITCHEN, JANITOR ROOM, MOLD ROOM AND DARK ROOM. DAN I EL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ERS ISSUE I DATE DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B I12111/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 03/14/03 I BANK LOAN PACKAGE E I05/12/03 I FOR REVIEW F I05/30103 I FOR PERMIT AND BIDDING G 107/17103I MINOR REVISIONS H 08/15103I MECHANICAL REVISION I ( ( I I I 2 I06-25-03 I MINOR REVISION A I06-15-03I REVISION w z W W d UJI (DO >- O -j 0 v JLL p z O � „j �o 00 O z w V . 00 z -' LL o ® Z w< 3: Ocl) W LL Z Q DRAWING TITLE DIMENSIONAL CONTROL PLAN JOB NUMBER 01032 SHEET NUMBER A2m7 z O U H U) Z O U O w 0 w U) Q w I w t— O AE REELECTED CEILING LEGEND � HVAC SUPPLY REELECTED CEILING KEG NOTES NEW 2'X2' SUSPENDED ACOUSTICAL GRID AND TILE HVAC RETURN ALL KEYNOTES FOR THIS SHEET ONLY SLOT DIFFUSER xN SEE DETAIL #/A#.# FINISHED CONCRETE CEILING PAINTED NEW GYP. BOARD CEILING TELEVISION (N.I.C.) O VAULTED CEILING 17%+/- SLOPE 14 MITER CORNERS AT SOFFIT SYSTEM INSIDE/E.I.F.S. OUTSIDE o RECESSED INCANDESCENT LIGHT FIXTURE C2 ISO CENTER 13CEILING MOUNTED HVAC EQUIP. (SEE MECHANICAL) ® CEILING MOUNTED EXIT LIGHT CID Q SERVICE ACCESS - WITH PULL DOWN STAIR (SEE_ CE1 PROVIDE BLOCKING BETWEEN TRUSSES AS REQ'D. FOR 2x4 FLUORESCENT LIGHT FIXTURE (SM = SURFACE MOUNTED) � WALL MOUNTED EXIT LIGHT CAD MOUNTING LIGHT FIXTURES 2x2 FLUORESCENT LIGHT FIXTURE ® EXHAUST FAN �� ONE HOUR RATED PARTITION ® NOT USED � SUSPENDED FLUORESCENT LIGHT FIXTURE (UPLIGHT/DOWNLIGHT) r 18 NO CEILING, EXPOSED TO STRUCTURE ABOVE CEILING HEIGHT -ALL CEILING HEIGHTS TO BE 9'-0" A.F.F. ® PERFORATED VENTED ALUM. SOFFIT ® DARK ROOM SAFE LIGHT UNLS�SS NOTED OTHERWISE. (B.O.T. = BOTTOM OF TRUSS) /2\ ,9 FUTURE VAULT NIC � PRE -FINISHED METAL SAVE WALL MOUNTED FLOURESCENT QQ I EAD LINED WALL PER WALL TYPE 20 EXPOSED WOOD BEAM PER DETAILS WALL MOUNTED LIGHT FIXTURE ® E.I.F.S. SYSTEM SOFFIT 2� CEILING FE T RE PER DETAILS 4i, STRIP FLOURESCENT 2 Q TRANSITION POINT BETWEEN ALUM. AND E.I.F.S. CKJ 32"X32" ACCESS PANEL TO SOFFIT O SPECIAL LIGHT FIXTURE SEE ELECTRICAL ffLOUVER (SEE MECHANICAL) CD NOT USED Al O EXIT SIGN 24 SUSP. TRACK LIGHT (SEE ELECTRICAL) GENERAL NOTE: ALL SPRINKLER HEADS ARE TO BE LOCATED AT THE CENTER OF THE CEILING TILE. U27j FUTURE_ EXPANSION -NO FINISH, NO INTERIOR WALL-CMU WALLS AT PERIMETER ONLY DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14103 I BANK LOAN PACKAGE E 105/12103 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 08/15/03 MECHANICAL REVISION REVISION V2,106-25-03 5-03 REVISION w W ' u ® uj U (:) j Lr) j n U. o DRAWING TITLE REFLECTED CEILING PLAN JOB NUMBER 01032 SHEET NUMBER A3mO----j AE z O cn z O U O 0 w Q w I w O 71 AE CHANG, IN CT., SUITE E :ORGIA 30067 tel [770] 644.92( ,IG IS THE PROPERTY OF D SHALL NOT BE REPRODUCED IT SHALL NOT BE USED ON OTHER _L BE RETURNED UPON REQUEST \S DATED AE DESIGN, INC. LESS SIGNED AND SEALED. ISSUES DRAWN BY: DESCRIPTION SCHEMATIC DESIGN SCHEMATIC DESIGN 60% OWNER REVIEW BANK LOAN PACKAGE FOR REVIEW FOR PERMIT AND BIDDING MINOR REVISIONS MECHANICAL REVISION w jw I- z W I 0 Z 0 o ' Q i . Q1 I w z 37 TITLE EILING ETAILS 1BER 01( (UMBER All AE AE 9 z O v Z) ry U) z O U IY O LL w U) Q w J W ry I- O z 9 e E 1 A4.0 ROOF PLAN SCALE: 1 /S"=1 '-0" TRUSS STRUCT n n r- f-1K II S H )GE CAP VENT BY MANUFACTURER IiVIV 1 . VI LIVIIV.V 2 A4.0 RIDGE VENT DETAIL SCALE: 1 1 /2"=1 '-0" DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED I WHOLE OR PART. IT SHALL NOT BE USED ON OTHER 'ROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ERS ISSUE DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 12/11/02 1 SCHEMATIC DESIGN C 01/24/03 60% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 ( FOR REVIEW F 105/30/03 FOR PERMIT AND BIDDING G 107/17/03 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION w w z w w V� z w 00 >_ o IJ 0 U �ju o z 0 0 .j c. o z (a)-� 0 o z -' LL o ®z wa 3: ou) w U. z z Q Q DRAWING TITLE ROOF PLAN JOB NUMBER 01032 SHEET NUMBER WIA z 0 U ry F� Z 0 0 LL 0 U) Q w _I W I- 0 AE- AllE ACE 17 / A l- r) I L /r%%J 1 L L L V n I I LJ I V I ' / "-' I SCALE: 1/8"=1'-0" MATERIAL KEY NOTES ALL KEY NOTES ARE FOR THIS SHEET ONLY 1Q SPLIT FACE CMU-COLOR "MERL❑T° Q NOT USED 3Q GROUND FACE CMU-COLOR °MERL❑T" E.I.F.S. ❑N DENS GLASS GOLD (5/8") ON METAL STUDS Q STANDING SEAM METAL ROOF COLOR "HUNTER GREEN" © PRE -FIN. METAL EAVE TRIM COLOR "HUNTER GREEN' Q ALUM, STORE FRONT WIND❑W COLOR HUNTER GREEN ® TRANSITI❑N OF E.I.F.S, AND CMU ROOF RIDGE VENT SEE ROOF PLAN 10 STEEL GATE PER DETAILS 11 LOW CMU WALL ❑MITTED FOR CLARITY, SEE DETAIL 5/A5.0 12 FUTURE VAULT ADDITI❑N CID LOW CMU WALL AT COURTYARD SEE DETAILS ON 6 SERIES DRAWINGS 14 NOT USED 15 LOUVER C❑❑RDINATE WITH MECHANICAL 16 8"X8" ❑PENING F❑R WATER RUN ❑FF. CONIC, SLAB TO ENTEND TO ❑UTSIDE FACE OF CMU WALL. NOTE ON CMU FINISH ALL EXPOSED CMU TO BE SPLIT FACE OR GROUND FACE AS NOTED / . . _.. _ I 5(UALL: 1 / 6 =1 -U Q 5 A5.0 ELEVATION AT COURTYARD SCALE: 1 /8"=1 '-0" tQo DAN I EL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B I12/11102 ( SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103114103 I BANK LOAN PACKAGE E I05/12/03 ( FOR REVIEW F 05/30/03 I FOR PERMIT AND BIDDING G 107117/03I MINOR REVISIONS H 108/151031 MECHANICAL REVISION I I I I I I I I I I I I I I I 2 I06-25-03I REVISION w w z W W Um z LLJ wV 00 >. o . j C7 v JLL o z o n =j o n U ® w O z u -� 0o z LL ®z o ocl) w IlL z z Q cl) DRAWING TITLE BUILDING ELEVATIONS JOB NUMBER 01032 SHEET NUMBER A5mO z O H U E- U) Z O Irl LL C) W U) Q w J W I-- O Ar AE a.i CENTER LINE �„ CENTER LINE 1„ OF BEAM 2 OF BEAM 2 z 6 SLOPED ACOUSTICAL SLOPED ACOUSTICAL CEILING PER SCHED. CEILING PER SCHED. 15 Qo 2 1/2" METAL 0 STUDS AT 16" OC. 1 3 5/8" METAL 3 Q 3 5/8" METAL STUDS AT 16" OC. � 3 - STUDS AT 16" OC. LIGHT FIXTURE 5/8" GYP. BOARD PER SCHEDULE ON 3 5/8" METAL 0 11F<- L STUDS AT 16" OC. ® � I ELEVATION AT HALL -BEHIND LOBBY 1 A5.1 SCALE:1/4"=1'-O" e.(7 Q Ln Q Lr) Q -5: _ V) Q Lri n 20' —4" 4'-4" 5' 10'-4" 5' 5'-2" 2 7 2 2 Q 8 0 C5� 0 n Ll 00 OPEN PEi\ 6 2 A2 6 A O 10 SIP�i. 0 0 11 A5.1 Li 1 A5.1 - OPEN OPEN 00 � 12 00 13 � co 2 N 11 11 2 A5.1 ELEVATION AT LOBBY SCALE: 1 /4"=1 '-O" 3 ELEVATION FROM HALL TO LOBBY A5.1 SCALE: 1 /4"=1 '-O" FINISH KEYNOTES ALL KEYNOTES ARE FOR THIS SHEET ONLY CTJ VINYL WALL COVER © CEILING TRANSITION 11 DOOR PER SCHEDULE PER DETAIL 0 2'X2' ACOUSTICAL 12 RECEPTIONIST COUNTER CEILING PER SCHEDULE 0 BEAM AT CEILING SEE MILLWORK DETAILS PER DETAIL PICTURE BY OWNER® 13 BILLING COUNTER SEE SUSPENED TRACK LIGHT MILL WORK DETAILS O PLANTER PER DETAIL ABOVE PER SCHEDULE THIS SHEET 14 STORAGE CABINET SEE 0 DOWN LIGHT SEE ELECTRICAL MILLWORK FOR DETAILS O WALL FINISH PER SCHEDULE 0 10 NOT USED Z� (=O TRACK LIGHT PER SCHEDULE Aa ACOUSTICAL CEILING I ACOUSTICAL CEILING PER SCHED. - PER SCHED,—\ N I }- 1'-6" E 5/8" GYP. BOARD rl > ON 3 5/8" METAL > _H STUDS AT 16" OC. -H o METAL STUDS o HEADER ASSEMBLY Q0 r 5/8" GYP. BOARD ON 2 1/2" METAL STUDS AT 16" OC. N H.M. WINDOW d WITH 1 /4" TEMPERED GLASS 5/8" GYP. BOARD ON 3 5/8" METAL STUDS AT 16" OC. CENTER LINE OF BEAM 2 SLOPED ACOUSTICAL CEILING PER SCHED 5/8" GYP. BOARD 1 ' -7' ON 3 5/8" METAL �1 STUDS AT 16" OC.---- ACOUSTICAL CEILING PER SCHED. N GYPSUM BOARD WALL BEYOND 10 A5.1 52„ 5-1"9" OAK CAP ON CONT. 2X BLOCKING 1 > 5/8" GYP. BOARD N ON 3 5/8" METAL - STUDS AT 16" OC. O � j HEADER STUDS r ASSEMBLY \ r H.M. FRAME PAINTED W/3-ANCHORS PER I N JAMB CENTER LINE OF BEAM SLOPED ACOUSTICAL CEILING PER SCHED.—j-­, Qo 5/8" GYP. BOARD 1'-7 ON 3 5/8" METAL STUDS AT 16" OC. LIGHT FIXTURE PER SCHEDULE ACOUSTICAL CEILING PER SC`IHED c N 5/8" GYP. BOARD ON 3 5/8" METAL STUDS AT 16" OC L, J -H O �?I DOOR PER SCHEDULE--------c� DOOR AND FRAME I< PER SCHEDULE- 4 NICHE W/ 1" SOLID SURFACE SILL 5/8" GYP. BOARD ALUM. THRESHOLD ON 3 5/8" METAL _ STUDS AT 16" OC. °O 00 WOOD BASE N N HARDWOOD BASE HARDWOOD BASE,,__A, BEYOND �7 CARPET r CARPET --J CARPET TILES PER SCH. TILES PER SCH. TILES PER SCH,__/ SECTION AT WINDOW 5 SECTION -AT JAMB 6 SECTION -AT DOOR 4 A5.1 SCALE: 1 /2"=1 '-O" A5.1 SCALE: 1 /2"=1 '-O" A5.1 SCALE: 1 /2"=1 '-O" v DOOR PER CORNER BEAD AT SCHEDULE ALL CORNERS TYP. H.M. FRAME 5/8" GYP. BOARD ON CUNT. X ON 3 5/8" METAL STUDS AT 16" OC. C1 w HARDWOOD BASE BEYOND EQIEQ Z� N- 1 ' - 02" FURRED WALL BEYOND FAEOF WALL BEYOND CARPET CARPET SECTION -AT RECEPTION 7 A5.1 SCALE.1/2"--1'-0" H.M. FRAME ON CONT. 2X II 2'-8" VERIFY I 2'-6" I — BOARD ON 3 5/8' METAL ACOUSTICAL CEILING 2 STUDS AT 16" OC.--JLJ� PER SCHED 1'-3" 2'-6" 5/8" GYP. BOARD ON 3 5/8" METAL PLAN DETAIL -RECEPTION WALL STUDS AT 16" OC. 1 1 A5.1 SCALE: 3/4"=1'-0" NICHE BELOW ACOUSTICAL CEILING PER SCHED. 1'-6" IZNP TROUGH WITH EQ EQ 3" 3" SINGLE PLY MEMBRANE ROOFING SEAL ALL JOINTS OAK TRIM i� CLEAR FINISH FACE OF - CONT. 2X FACE OF WALL BEYOND ALL AROUND WALL BEYOND 3/4" A3/4" EXTERIOR PLYWOOD BASE 3'-6„ LF BUILT IN DES SEE MILLWORK SHEET FORD AILS � 5/8" GYP BOARD ON 3 5/8" METAL STUDS AT 16" OC. EQ HARDWOOD 00I BASE BEYOND LI VINYL BASE I cv /_PER SCHEDULE CARPET ' CARPET 8 A5.1 SECTION -AT BILLING SCALE. 1 /2"=1 '-O" 9 A5.1 PLANTER DETAIL CALE: 1 "=1 '-O" 10 A5.1 LIGHT BOX DETAIL SCALE: 1 "=1'-0" DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. w w 1_ w Z W W a ® W V 00 Q j (� .jU o Z Q j o F t) Z u ao z LL o ® Z ®cl) LLJ LL Z Z Q DRAWING TITLE INTERIOR ELEVATIONS JOB NUMBER 01032 SHEET NUMBER A5m 1 s a AE rAm BUILDING SECTION 1 A6.0 SCALE: 1/8"=1'-01, 2 A6.0 BUILDING SECTION SCALE: 1 /8"=1 ' -01, BUILDING SECTION SCALE: 1 /8"=1 ' -0" (4- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-------- 12 1? GENERAL N❑TES: 1 NO FIRE RETARDANT TREATMENT ON ANY ROOF TRUSS AND ROOF STICK FRAMING TYPICAL, 0 2 ROOF DECK TO BE 3/4" TONGUE AND GROOVE EDGED EXTERI❑R GRADE PLYWOOD TYPICAL --------------- 3 / A6.0 BUILDING SECTION SCALE: 1 /8"=1 ' -01, 12 6r_ 1 A6.5 SIM. {�--------} TRU I STR I I �---7---- ---- ------- ------ I I I I I I I I I I I I I I ' L-- -------- Ir-- 1 i II I I it I I I --F1 I I I I I II I I I I FUTURE 600C I' VAULT HOWER II I i I m I I I I I I I I I i t I II I I 5 / A6.0 BUILDING SECTION SCALE: 1 /8"= V-0" .: I i t J 2 A6.5 SIM. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12103 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 1 08/15/03I MECHANICAL REVISION 1 DRAWING TITLE BUILDING SECTIONS z O U z O JOB NUMBER 01032 O 0 w SHEET NUMBER U) Q w -1 W rrl AS A6mO I ° AE AE BUILDING SECTION 1 A6.1 SCALE: 1 /8"=1 '-0" STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR LINTEL BLOCK PLYWOOD DECK—\ PER STRUCTURAL MTL STUD OR — 1 WOOD FRAMING FOR OVERHANG VENTED SOFFIT PANEL\ oe 8" SPLIT FACE CMU WITH HORIZ. REINF. o AT 16" OC. TYPE 0 00 1 /2" EXPANSION BOARD. DAMPROOFING BELOW GRADE 2 A6.1 WALL SECTION SCALE: 3/4"=1 '-0" STANDING ON 30 LE EXTERIOR WOOD OR EAVE FLAB 2x4 NIALC _f GENERAL NOTES; 1 NO FIRE RETARDANT TREATMENT WRAP FASCIA W/ ON ANY ROOF TRUSS AND ROOF BREAK METAL TO STICK FRAMING TYPICAL, MATCH ROOF 2 ROOF DECK TO BE 3/4" TONGUE 3/4" TREATED PLY AND GROOVE EDGED EXTERIOR GRADE PLYWOOD TYPICAL 2x4 NIALC 12 ROOF TRUSSES 6 STANDING SEAM METAL AT 24"O.C. ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD DECK ROOF TRUSSES MTL STUD OR R-30 FOIL FACED AT 24"O.C. WOOD FRAMING INSUL. WITH VAPOR FOR OVERHANG BARRIER ON AC SIDE. 12 VENTED 1NFfiS-.7- 6 SOFFIT PAN 8" CMU LINTEL CD PER STRUCTURAL � \- --R-30 FOIL FACED INSUL. WITH VAPOR 8" SPLIT FACE CMU BARRIER ON AC SIDE. LINTEL WITH REINF. TAPE ALL JOINTS. PER STRUCTURAL P.T. WOOD BLOCKING 2'-8" AND SHIM TYPICAL SUSPENDED CEILING ALUM. STORE FRONT GRID AND TILE 6" WINDOW WITH 1 " INSUL. GLASS TYP. NOTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING C� NOTE: APPLY MOP ON Q DAMP -PROOFING ON L- INTERIOR FACE OF CMU J `- TYPICAL � � U) n w cn — 3-5/8" METAL STUDS AT 16" O.C. i--5/8" GYP. BD. 0 �- R -1 1 BATT INSULATION WITH FOIL FACE CONC. SLAB PER STRUCTURAL a a \ —VAPOR BARRIER COMPACTED GRAVEL BASE CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) NOTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING DAMPROOFING BELOW GRADE A2 NOTE: APPLY MOP ON DAMP -PROOFING ON INTERIOR FACE OF CMU TYPICAL 1-a PRE-FIN ALUM. SILL FLASHING P.T. WOOD BLOCKIN AND SHIM TYPICAL LEAN CONC. SLAB PER STRUCTURAL VAPOR BARRIER DO FIN. FLOOR LINE 3 A6.1 WALL SECTION SCALE: 3/4"=1 '-0" DO N NOTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING 2x6 NIALC SOFFIT PP SOFFIT PAIL-L_ TYPICAL EAVE DETAIL 6 A6.1 SCALE: 1-1/2" - V-0" 12 STANDING SEAM METAL ROOF TRUSSES 6 ROOF ON 30 LB FELT ON AT 24"O.C. 3/4 EXTERIOR PLYWOOD DECK i MTL STUD OR WOOD FRAMING R-30 FOIL FACED FOR OVERHANG INSUL WITH VAPOR BARRIER ON AC SIDE. VENTED / Tom; ELL—JOWS. SOFFIT PANEL— -5/8" METAL � STUDS AT 16" O.C. CD \ R -1 1 BATT I N S U LATI O N \� WITH FOIL FACE 8" SPLIT FACE CMU LINTEL WITH REINF. PER STRUCTURAL II SPLIT FACE CMU AT RETURN (TYP.) --� SLOPE 1 /4" 1 /2" EXPANSION BOARD. 1 /4"/FT. DAMPROOFING BELOW GRADE J mwwl� 4 A6.1 WALL SECTION SCALE: 3/4"=1 '-0" SUSPENDED CEILING GRID AND TILE P.T. WOOD BLOCKING AND SHIM TYPICAL 5/8" GYP. BD. ALUM. STORE FRONT WINDOW WITH 1 " INSUL. GLASS TYP. NOTE: APPLY MOP ON DAMP -PROOFING ON INTERIOR FACE OF CMU i TYPICAL —ALUM. THRESHOLD SET IN FULL BED OF MASTIC TYP. —CONC. SLAB PER STRUCTURAL -VAPOR BARRIER OMPACTED GRAVEL BASE -CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) NOTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD DECK MTL STUD OR WOOD FRAMING FOR OVERHANG VENTED SOFFIT PANEL TYP 6 A6.1 2,_8„ 12 ROOF TRUSSES 6 AT 24"O.C. i R-30 FOIL FACED INSUL. WITH VAPOR BARRIER ON AC SIDE. TAPE ALL JOINTS. q. CA 8" CMU LINTEL PER STRUCTURAL SUSPENDED CEILING GRID AND TILE kNIEL CHANG, AIA KINGSTON CT., SUITE E �IETTA, GEORGIA 30067 f] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE I DESCRIPTION A 10/17/02 1 SCHEMATIC DESIGN B 12/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING G 1 07/17/031 MINOR REVISIONS H 1 08/151031 MECHANICAL REVISION 1 ( 1 I I 1 2 106-25-031 REVISION W z W WQ ~ Z � 8" SPLIT FACE CMU __J N V W NOTE: APPLY MOP ON 7) i WITH HORIZ. REINF. - w o� AT 16" OC. TYP DAMP -PROOFING ON T r - INTERIOR FACE OF CMU c> >- TYPICAL � Q J V Ld �J LL o z 3-5/8" METAL ° 0 ~ m STUDS AT 16„ O.C. o V ❑ o LOOSE GRANULAR INSUL. o z w IN ALL CELLS NOT - 5/8 GYP. BD.00 i Z FILLED SOLID W/U. GROUT. TYPICAL ON ❑ Zr Q ALL EXTERIOR CMU WALLS w 0(n W R-11 BATT U. Z INSULATION WITH z FOIL FACE Q CONC. SLAB 1 /2" EXPANSION BOARD. PER STRUCTURAL M. a DRAWING TITLE U c� �4 DAMPROOFING BELOW GRADE VAPOR BARRIER '4 6 °'. COMPACTED a ° , GRAVEL BASE CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) 5 A6.1 WALL SECTION SCALE.- 3/4"=1 '-0" NOTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING BUILDING AND WALL z O SECTIONS JOB NUMBER 01032 LL O w SHEET NUMBER U) w J w Al A6.1 I `_ AE L 1 A6.2 WALL SECTION SCALE: 3/4"=1 '-0" STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLY LADDER TRUSS @ 4'-0" O.C. RAKE TRIM BY RO MAN U F. WRAP FASCIA W/ METAL TO MATCH 2x FLY RAFTER — 2x FLY NAILER — \ SOFFIT J—TRIM — VENTED SOFFIT — -RUSSES 0. C. -ACED INSUL. N AC SIDE. )INTS. K U RAL 4TI O N �G o Iff It �B CTURAL RIER RAVEL BASE CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) 2 A6.2 WALL SECTION SCALE: 3/4"=1'-0" l.1ll111 I II V VL/VJ JI 11-1 1v FOOTING (SEE STRUCTURAL) EIFS ANI SULATION :TERIOR C -IEATHING 3 A6.2 WALL SECTION SCALE: 3/4"=1'-0" 0TANIFIIN10 CCANA KA17TAI D INSUL. ON AC JOINTS. Q0 CD RIER RAVEL BASE V IIIV I II NV V� � SPREAD FOOTING (SEE STRUCTURAL) DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110117102 I SCHEMATIC DESIGN B 112/11102 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12103 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/171031 MINOR REVISIONS H 108115/031 MECHANICAL REVISION 2 I06-25-03I REVISION W W uj 0® W �0 p.j V 1LL O z 0Q 0 n v W 0 o Z 00 V z UL o ® Z w < 3: 0 cl) W LLJ U z z DRAWING TITLE WALL SECTIONS JOB NUMBER 01032 SHEET NUMBER -- A6.2 I � fE-: z 0 U D U) z 0 0 ILL w .J uj 0 z AE i 101112E AIE VENTED SOFFIT PANEL PRE —FIN. METAL FASCIA R-30 FOIL FACED INSUL. WITH FOIL FACE ON AC 11DE TAPE ALL JOIN S. 1 " EIFS AND R CID INSULATION ON 5/8" EXTERIOR GYP. SHEATHIN NOTES 1 /A6.2 H.M. DOOR AND FRAME 3" co t I � 00 DOOR PER SCHEDULE 1 /2" EXPANSION BOARD. DAMPROOFING BELOW GRADE 1 A6.3 WALL SECTION SCALE: 3/4"=1 '-0" STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD DECK A2 ROOF TRUSSES AT 24"O.C. 3-5/8" METAL STUDS AT 16" O.C. R-11 BATT INSULATION WITH FOIL FACE 5/8" GYP. BD. LINTEL BLOCK PER STRUCTURAL ULK NOTE: APPLY MOP ON DAMP —PROOFING ON INTERIOR FACE OF CMU TYPICAL c� z co 0 U Q 0 m __j w Q 1�1_ U Q /----CONC. SLAB PER STRUCTURAL a a \--VAPOR BARRIER OMPACTED GRAVEL BASE CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD DECK\ VENTED SOFFIT PANEL MTL STUD OR WOOD FRAMING FOR OVERHANG CD L LJ � U z 0 cn w w w U 0 z 0 w c� i 0 w v Q w v> CD I 2,-8" NOTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING (SEE STR U CT) 8" SPLIT FACE CMU WITH HORIZ. REINF. AT 16" OC. TYP 1 /2" EXPANSION BOARD. FIN FL. DAMPROOFING BELOW GRADE 2 A6.3 WALL SECTION ]SCALE: 3/4"=1 ' —0" 12 6 ROOF TRUSSES AT 24"O.0 R-30 FOIL FACED INSUL. WITH FOIL FACE ON AC SIDE. TAPE ALL JOINTS. LINTEL BLOCK PER STRUCTURAL R-11 BATT INSULATION WITH FOIL FACE 3-5/8" METAL STUDS AT 16" O.C. SUSPENDED CEILING GRID AND TILE 5/8" GYP. BD. NOTE: APPLY MOP ON DAMP —PROOFING ON INTERIOR FACE OF CMU TYPICAL z 0 1= U w In 0 z 0 m w w cn 0 C:z CONC. SLAB PER STRUCTURAL a a VAPOR BARRIER COMPACTED GRAVEL BASE CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) c 1 d 3 A6.3 WALL SECTION SCALE: 3/4"=1 '-0" \J \.J I V I I I V k_j V J J I I\ L/ \ V FOOTING (SEE STRUCTURAL) 2 [' )ANIEL CHANG, AIA 130 KINGSTON CT., SUITE E 9ARIETTA, GEORGIA 30067 170] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED J WHOLE OR PART. IT SHALL NOT BE USED ON OTHER 'ROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED, DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION 1 1 2 I06-25-03I REVISION W Z W V � 0 V 0 Z s O h V j 0 W z DRAWING TITLE WALL SECTIONS 1we SHEET NUMBER 01032 z 0 v U) z 0 0 LL 0 co W W IY I- 0 ate. ag STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD DECK VENTED SOFFIT PANEL 2)_g,) 8" SPLIT FACE CMU WITH HORIZ. TIES AT 16" OC. TYP LINTEL BEAM PER STRUCTURAL ALUM. STORE FRONT WINDOW WITH 1" INSUL. GLASS TYP— 3„ A2 CD CD SPLIT FACE CMU TYPI AL AT RETURN DAMPROOFING BELOW GRADE 1 A6.4 WALL SECTION SCALE: 3/4"=1 '-0" O 12 6 -- --` ROOF TRUSSES AT 24"O.C. R-30 FOIL FACED INSUL. WITH FOIL FACE ON AC SIDE. SUSPENDED CEILING GRID AND TILE GYP. BD. R-11 BATT INSULATION WITH FOIL FACE N OTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING 00 CV NOTE: APPLY MOP ON DAMP -PROOFING ON INTERIOR FACE OF CMU TYPICAL —PRE-FIN. ALUM FLASHING SOLID SURFACE SILL PAINT REVEAL DARK GREEN -5/8" GYP. BD. — 3-5/8" METAL STUDS AT 16" O.C. BASE PER SCHEDULE CONC. SLAB PER STRUCTURAL a a Q VAPOR BARRIER —COMPACTED GRAVEL BASE CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) VENTED SOFFIT PANEL STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD DECK-----,,,,,1'-0" 12 6 ROOF TRUSSES AT 24"O.C. \ - -R-30 FOIL FACED u INSUL. WITH FOIL FACE ON AC SIDE. LINTEL BLOCK PER STRUCTURAL 2'-8" 3-5/8" METAL STUDS AT 16" O.C. 8" SPLIT FACE CMU j R-11 BATT INSULATION WITH HORIZ. TIES ATi-d WITH FOIL FACE 16" OC. TYP 9 SUSPENDED CEILING NOTE: (TYPICAL) GRID AND TILE 1. ALTERNATE BLOCKING ON t TOP OF CMU BOND BEAM - TO ALLOW VENTING, SEE STRUCT. 2. SEE SHEET A6.3 FOR CMU COURSING. CD i w 0 2 LLB LLJ Cn NOTE: APPLY MOP ON DAMP -PROOFING ON INTERIOR FACE OF CMU o TYPICAL CD _ i 5/8" GYP. BD. E PER SCHEDULE 1 /2" EXPANSION BOARD. CONC. SLAB TYP _4T PER STRUCTURAL DAMPROOFING BELOW GRADE 2 A6.4 WALL SECTION SCALE: 3/4"=1 '-0" a VAPOR BARRIER COMPACTED GRAVEL BASE CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) 3 A6.4 WALL SECTION SCALE: 3/4"=1 '-0" FOOTING (SEE \ —COMPACTED GRAVEL BASE STRUCTURAL) ;ID INSULATION � BARRIER ON SULATION CD I CD I 0 C 2' M [7 ►ANIEL CHANG, AIA 30 KINGSTON CT., SUITE E ARIETTA, GEORGIA 30067 70] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B I12111/02 SCHEMATIC DESIGN C I01124/03 160% OWNER REVIEW D I03/14103 I BANK LOAN PACKAGE E I05/12103 I FOR REVIEW F I05/30/03 I FOR PERMIT AND BIDDING G 107/17/03I MINOR REVISIONS H 108/15103I MECHANICAL REVISION I I I I I I I I I I I I 2 I06-25-03I REVISION I I W H Z W Q U� O� JILL OO U� Z� OLL Oz O «Q LL (n w W Z uj U Z O V Z � o W Z DRAWING TITLE WALL SECTIONS Z 0 U z 0 U rr JOB NUMBER 01032 0 0 w SHEET NUMBER In w J w AE F�voj%m ml IA AE ROOF TRUSSES AT 24" O.C. STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR SEE TYPICAL RAKE u) DETAIL SHEET A6.2 Lli ry _ > 1 " EIFS AND RIGID INSULATION ON 5/8" EXTERIOR GYP. SHEATHING FLASHING AND COUNTER FLASHING 5„ 5 A6.5 WALL SECTION -ROOF TRANSITION SCALE. 1 /_ -1 0 SOLID 8" SPLIT FACE CMU OR INVERTED BOND BEAM 8" GROUND FACE CMU 8" SPLIT FACE CMU W/ HORIZ. TIES @ 16" O.C.- 8" GROUND FACT CMU DAMPPROOFING BELOW GRADE — SEE KEYNOTE 16 Li S ��jj EVATION FOR U SAT�� RUN OFF NOTCH Q '- - 1 /2" EXPANSION BOARD / CONC. SLAB PER STRUCTURAL_ `�- VAPOR BARRIER ..;-;. '.;a. ;;,. OVER COMPACTED ~ GRAVEL BASE 0 CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) d- I 4 A6.5 WALL SECTION -COURT YARD SCALE. 'l /2"=1 '-O" d- 0 PRE -FIN METAL FASCIA AND DRIP ON 3/4" EXTERIOR PLYWOOD 1" EIFS AND RIGID INSULATION ON 5/8" cn EXTERIOR GYP. SHEATHING FRAMING FOR EAVE OVERHANG CONT. 2x6'S CD CONT. DRIP VENTED SOFFIT PANEL- CONT. 2x4'S STEEL BEAM (SEE STRUCTURAL) SEALANT AROUND 1 /4" JOINT 2'- 8" STANDING SEAM METAL ROOF ON 30LB FELT ON 3/4" EXTERIOR PLYWOOD DECK RO F TRUSSES @ 24" 0. TR SS BRACIN (SEE ST U CTU RAL) TOP OF AMU .0- . = 16'-4" N 1 " EIFS AND RIGID INSUL. ON 5/8" GY SHEATHING ON 2 1 /2" METAL STUDS AT 24" OC. �IQ Ual c9 z 13 A7.1 owl cWn CM PILASTER BEY ND (SEE DETAILS 13 14/A7.1 } QO CD L.L: N F.F.E. 0.0 00o 1'-8" 1'-8" OUTSIDE GRADE —I w � CONTINUOUS SPREAD F FOOTING (SEE STRUCTURAL) 3 A6.5 WALL SECTION SCALE: 1/2"=1'F 0" ROOF TRUSSES AT 24" O.C. STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD 1'-0" DECK VENTED SOFFIT PANEL 1 /2" EXPANSION BOARD FINISH GRADE- 4 DAMPROOFING BELOW GRADE NOTE: ALTERNATE BLOCKING ON TOP OF CMU BOND BEAM TO ALLOW VENTING 12 6 R-30 FOIL FACED INSULATION WITH FOIL FACE ON A/C SIDE 8" CMU LINTEL PER STRUCTURAL 8" SPLIT FACE CMU WITH HORIZ. TIES @ 16" O.C.(TYP.) 00 N NOTE: APPLY MOP ON DAMP -PROOFING ON INTERIOR FACE OF CMU (TYPICAL) LEAN CONC. SLAB PER STRUCTURAL FIN. FLOOR LINE RIER \-COMPACTED GRAVEL BASE —CONTINUOUS SPREAD FOOTING (SEE STRUCTURAL) 2 A6.5 WALL SECTION SCALE: 1 /2 "=1 '-O" CD 12 a6 ROOF TRUSSES 24" O.C. STANDING SEAM METAL ROOF ON 30 LB FELT ON 3/4" EXTERIOR PLYWOOD DECK VENTED SOFFIT PANEL PRE -FIN. METAL FASCIA 1 " EIFS AND GROOVED RIGID INSULATION ON EXTERIOR GYP. SHEATHING ROOF TRUSSES OR METAL STUDS @ 16" O.C. R-30 FOIL FACED INSUL. W/ FOIL FACE ON A/C SIDE LINTEL BLOCK (SEE STRUCTURAL) —f " R -1 1 BATT INSULATION WITH FOIL FACE 3 5/8" METAL STUDS @ 16" O.C. SUSPENDED CEILING GRID AND TILE NOTE: APPLY MOP ON DAMP -PROOFING ON INTERIOR FACE OF CMU (TYPICAL) NOTE: SEE STRUCTURAL DRAWING FOR LOCATION OF PLYWOOD SHEATHING 2' 8" —SEE WALL SECTION 1 /A6.2 —SEALANT CMU LINITEL PER STRUCTURAL (FOR FUTURE DOOR) }, j CD 8 SPLIT FACE d CMU `- 5/8" G�P. BD. CONC. LAB PER STRUCTI RAL VAPOR rARRIER COMPACTED GRAVEL BASE 1 /2" E PANSION t BOARD I —DAMRPRQ0FLN­G - BELOW tRADE- JI 1\L/1V 1 VVIIIVv (SEE STRUCTURAL) 1 A6.5 WALL SECTION -AT VAULT SCALE: 1 /2"=1'-O" DANIEL CHANG, AIA 130 KINGSTON CT., SUITE E JIARIETTA, GEORGIA 30067 770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED N WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: SSUE I DATE DESCRIPTION A 110117/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING G 1 07/17/031 MINOR REVISIONS H 1 08/15/031 MECHANICAL REVISION 1 1 I 1 I 1 1 � I I W Z W W < F- V� Z W 00 ®� V LL. 0 Z ® J o V® O zw V 00 z LL o ® z w Q3 ® (n W I.L. Z Z Q Q DRAWING TITLE WALL SECTIONS JOB NUMBER SHEET NUMBER z 0 D ccl U) z 0 01032 0 U- 0 w co w J w A6.5 AIm GENERAL NOTES: DANIEL CHANT, AIA 2 8 4 2'-8" 4 2130 KINGSTON CT., SUITE E A SEALANT AND MARIETTA, GEORGIA 30067 SEALANT AND BACKER ROD 1. STOP REINFORCING Al- ALL CONTROL [770] 644.9200 tel [770] 644.9202 fax BACKER ROD JOINTS AND EXPANSION JOINTS IN MASONRY. 21 � T 4" SPLIT FACE CMU WITH HORIZ. REINF. — 8" SPLIT FACE CMU AT 16" OC. TYP. I. WITH HORIZ. REINF. AT 16" OC. TYP. 1 /2" SEALANT ON ALUM. Ir - JOINT FILLER SEALANT WITH ALUM. STOREFRONT 00 00 WITH 1" INSUL. I BACKER ROD STOREFRONT I I / N N WITH 1 " INSUL. GLAZING 5/8 1 " GLAZING GYP. BOARD ON 5/8" GYP. BOARD ON - 8 5/8 3 GYP. BOARD ON 3 5/8 METAL STUDS 5/ METAL STUDS R-11 FOIL FACE BATT INSULATION 3 5/8" METAL STUDS AT 16" OC. TYP. AT 16" OC. TYP. �a - TAPE ALL JOINTS AT 16 OC. TYP. `-- -J- - -� 3 5/8" METAL STUDS 3 5/8" METAL STUDS CONCRET AT 16 OC. TYP. AT 16" OC. TYP. VAULT 2' _ 8" SPLIT FACE CMU } 5/8" GYP. BOARD ON 8" SPLIT FACE CMU WITH HORIZ. REINF. / WITH HORIZ. REINF 3 58" METAL STUDS . R-11 FOIL FACE R-11 FOIL FACE AT 16" OC TYP. AT 16" OC TYP. 4 BATT INSULATION AT 16 OC. TYP. 5/8 GYP. BOARD ON 3 58" METAL STUDS 6 TAPE ALL JOINTS / 2 k - .. .. - -4 1 AT 16" OC. TYP. GATT INSULATION THIS DRAWING IS THE PROPERTY OF TAPE ALL JOINTS AE DESIGN INC. AND SHALL NOT BE REPRODUCED 1 ' IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER 1 ' PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. PLAN DETAIL PLAN DETAIL 1 A7.1 PLAN DETAIL 5 A7.1 PLAN DETAIL 4 A7.1 PLAN DETAIL 3 A7.1 2 A7.1 SCALE: 1 "-1'-0" SCALE: 1 "=1'-0" SCALE: 1 "-1'-0" SCALE: 1 "=1'-0" SCALE. 1 "=1'-0" DRAWING ISSUES APPROVED BY: DRAWN BY: 1/4" GYP BOARD GLUE TO R-11 FOIL FACE BATT INSULATION ISSUE DATE DESCRIPTION CMU AND PAINTED BLACK 2 TAPE ALL JOINTS SIM, DETAIL IN ROOM 105A 3" R-11 FOIL FACE 5/8" GYP. BOARD ON HM FRAME W/3 3 5 8" METAL STUDS A 10/17102 SCHEMATIC DESIGN HM FRAME ANCHORS PER JAMB GATT INSULATION } / C TAPE ALL JOINTS I` AT 16" OC. TYP. B I12/11/02 I SCHEMATIC DESIGN SEALANT V 5/8" GYP. BOARD ON C I01/24/03I60%OWNER REVIEW SEALANT 3 5/8" METAL STUDS CAULK '-T� :T� -� D I03/14103 I BANK LOAN PACKAGE --r- r AT 16" OC. TYP. k ALUM. STOREFRONT E I05/12/03 I FOR REVIEW SEALANT WITH R-11 FOIL FACE BACKER ROD ,� 1" INSUL. -�--- F I05/30/03IFOR PERMIT AND BIDDING BAIT INSULATION GLAZI _ R-11 FOIL FACE G 107/17/03I MINOR REVISIONS � 8" SPLIT FACE CMU TAPE ALL JOINTS SEALANT ON BATT INSULATION -� WITH HORIZ. REINF. - H 108115/03I MECHANICAL REVISION JOINT FILLER STOP TAPE ALL JOINTS AT 16" OC. TYP. _ REINF. AT JOINT r (D 8" SPLIT FACE CMU 5/8" GYP. BOARD ON --t- WITH HORIZ. REINF. 3 5" METAL STUDS 5/8 GYP. BOARD ON " HM FRAME W/3 AT 16" 16" OC. TYP. 3 5/8" METAL STUDS ANCHORS PER JAMB OC. TYP. AT 16 8" SPLIT FACE CMU WITH HORIZ. REINF. / SEA � SEALANT AND AT 16" OC. TYP. 8" SPLIT FACE CMU AT 16" OC. TYP. WITH HORIZ. REINF. P.T. WOOD BACKER ROD R-11 FOIL FACE AT 16" OC. TYP. SEALANT BLOCKING BATT INSULATION AND SHIM TYP. TAPE ALL JOINTS 3" PLAN DETAIL PLAN DETAIL 7 A7 1 PLAN DETAIL PLAN DETAIL PLAN DETAIL g A7.1 8 A7.1 6 A7.1 10 A7.1 _ SCALE: 1 "-1 '-0" r SCALE: 1 "-1 '-0" SCALE: 1 "=1 '-0" 06-25 03 REVISION SCALE: 1 "-1 '-0" - SCALE: 1 ' =1 '-0" - 2 � I A I06-15-03I REVISION R-11 FOIL FACE 5/8" GYP. BOARD ON BATT INSULATION 3 5/8" METAL STUDS TAPE ALL JOINTS AT 16" OC. TYP. 8" CMU WITH HORIZ. REINF. AT 16" OC. TYP. SEE ° ELEVATIONS SHEET A5.0 FORGYP. BOARD - COURSING OF SPLIT FACE _ ON METAL STUDS Z W �-- AND GROUND FACE CMU. - _ co � N q T- 8" CMU LINTEL Z 00 2'-8" FILL VOID WITH GROUT a _ o REINFORCED PER 2 1' 1 STRUCTURAL i 2 1.61 INVERTED 8" LINTEL BLOCK. ° - - R-11 FOIL FACE SEALANT ON a GRIND DOWN EXPOSED EDGE ° oo `� - ALUPA ° ° I I BATT INSULATION I } JOINT FILLER STOP TO FORM 1 /4" SLOPE FOR (3) JAMB ANCHOR TAPE ALL JOINTS STOREFRONT `V `�' STRAPS EA. SIDE - WITH 1 ' INSUL. �- REINF. AT JOINT 00 t' a DRAINAGE. ° 3 5/8" METAL STUDS _ GLAZING O DOUBLE WYTHc TO SUPPORT 14 A7.1 _ n _ LL o Z 4" SETBACK ABOVE ° SEALANT 8" SPLIT FACE CMU L WITH HORIZ. REINF. a:. WEEP HOLE CENTERED IN - HOLLOW METAL AULK 1 � AT 16" OC. Q EACH FACE OF COLUMN v I I DOOR FRAME - 0 0 GROUT FILL SOLID � � FIN FLR rk SCHEDULED o O,-0„ DOOR N ° 2'-8" GROUT SOLID AREAS BELOW FINISH FLOOR ELEVATION JAMB SIMILAR / 31Lli -4,' 4» 00 - :- CONCRETE FOOTING (SEE a ALIGN CMU -� STRUCTURE) I ram-: --r o cn T�. I U z 2 -I 2 -8 �` z Q HEAD DETAIL PLAN DETAIL Q COLUMN FO N CT 13 A7.1 COLUMN DETAIL 12 A7.1 SCALE: 1"=1'-O" 1 1 A7.1 SCALE: 1"=1'-0" (n 14 A7.1 SCALE: 1 /2"=1 '-0" SCALE: 1 "=1 '-0" 2,1 DRAWING TITLE — B" SPLIT —FACE CONC. BLOCK CAULK CENTER LINE OF BEAM CONT. SEALANT & I I ALUM. AUTO BACKER ROD 5/8" GYP. BOARD ON I SLIDING DOOR PRE —MOLDED CONTROL JOINT INSERT 3 5/8" METAL STUDS �i FOIL FACE BATT GROUT CELL SOLID & AT 16" OC. AND SEALANT c BAIT INSULATION PLAN DETAILS PROVIDE VERTICAL REBAR— WOOD BLOCKING 8" SPLIT FACE CMU TAPE ALL JOINTS WITH HORIZ. REINF. 5/8" GYP. BOARD .. TERMINATE HORIZ. MASONRY v AT 16" OC. TYP. ON 6" METAL STUDS REINF. O CONTROL JOINT AT 16" OC. TYP. / - . • / s / • LOOSE —GRANULAR INSULATION Z IN ALL AREAS 'MTHOUT CENTER LINE CORNER BEAD TYP. SOLID GROUTED CORES 2 OF BEAM ` CAULK O ALUM. DOOR AND �j FRAME PER SCHEDULE ux _ JAMB S►M. JOB NUMBER 01032 R-11 FOIL FACE 5/8" GYP. BOARD ON BATT INSULATION TAPE ALL JOINTS Ai 3 516" METAL STUDS SHEET NUMBER 1' AT 16" OC. TYP. TYPICAL CMU WALL DETAIL PLAN DETAIL 15 A7.1 HEAD DETAIL A7ml 17 A7.1 SCALE: 1"=1 '-0" 1 6 A7.1 SCALE: 1"=1'-O" SCALE. 1"=1'-O" i a ATE �/,E ag I L--71 I I � I L--------------- FINISH RL SCALE: 1 /8"=1 '-0" FINISH NOTES L--- L -1 L'_ i ru. L11 PHASE THREE -FUTURE LINAC RM. y .V .V •V •V V �V •V �V •V �V V V •V •V V v ... �V �V •V �V �V V �V �V L �V �V L' � •V �V �V `V `V � 1 ALL FLOOR TO RECEIVE CARPET UNLESS NOTED OTHERWISE (CARPET COLOR PATTERN TO BE DESIGNED LATER) 2 ALL ROOMS TO HAVE VINYL BASE. PAINT GRADE WOOD BASE AT RECEPTION AND REAR HALL AREAS 3 ALL WINDOW SILL TO HAVE SOLID SURFACE PER DETAIL AND SPEC. UNLESS NOTED OTHERWISE 4 ALL WALLS IN ROOMS TO BE PAINT UNLESS NOTED OTHERWISE 5 ALL CEILING TO HAVE 2'X2' ACOUSTICAL CEILING TILES IN "T" CEILING GRID UNLESS NOTED OTHERWISE 6 ANTI -FATIGUE MAT TO BE INSTALLED UNDER CARPET AT ALL CONTROL CONSOLE AREAS AS SHOWN ABOVE 7 ALL COUNTER AND WORK SURFACE TRIM TO BE STAIN GRADE WHITE OAK UNLESS OTHERWISE NOTED 8 ALL WORK SURFACES TO HAVE PLASTIC LAMINATE TOP COLOR AND FINISHES TO BE SELECTED BY OWNER OR ARCHITECT 9 SEE A2.2, A2.33 A2.4, A2.5 AND A9.X SERIES DRAWINGS FOR MILLWORK NOTES AND DETAILS 10 COUNTER TOPS AT MOLD AND DARK ROOM TO BE CHEMICAL RESISTANCE 11 ALL PAINT, VCT TILE, PLASTIC LAMINATE, AND VINYL WALL COVER COLORS TO BE SELECTED BY OWNER OR ARCHITECT 12 SEE SHEET A9.5 FOR TOILET ROOM DETAILS, AND FINISHES 13 SEAL WALL OPENING AROUND PROCESSOR, AND DOOR IN DARK ROOM WITH LIGHT SEAL GASKET 14 ALL FLOOR AND WALL FINISHES IN LINEAR ACCELERATOR, XIMATRON, AND CT/SIMULATOR AREA TO BE STATIC FREE. MATERIAL KEY NOTES lam✓ Y Y .y .y Y �V �V '1, V ITV V �V �1, V •V v V V v V V V V v v I V V V V V V V •V •V V V �V IV V �V V •V •V •V V � V L `V •V �V �; V L \V — — L — - — v — — - — ' — -/— — 1- — -/ — - — `V — — J — - — -/— . V V V V V V V •V •V V V V V L — �V •V V V V �L 5A A F I I I FT I 2 8 .7. I I CORNER GUARDS TYP. AT Lc ALL EXPOSED CORNERS _ 1 FTT k m 1 I 8 1 / 8 2 V I y �r 4 V--V — L— ---- ----1- — 1- —� —4—. l.J f ALL KEYNOTES FOR THIS SHEET ONLY C 1 =� VINYL WALL COVERING IN ALL WALLS 2 -� THIN -SET ANTI -SLIP P❑RCELAIN TILES 8X8, SLOPE TO FLOOR DRAINS. Q ANTI -SLIP PORCELAIN TILES 12"X12" SEE DETAILS 2,3/A2.0 (TWO COLOR E DESIGNED LATER 3A THIN -SET ANTI -SLIP P❑RCELAIN TILES 12"X12" SEE DETAILS 2,3/A2,0 (TWO COLOR PATTERN -TO BE DESIGNED LATER) CON R_ ❑ R SEALED 2 VINYL "SIMULATED W❑❑D" PLANK FL❑❑RING-SEE SPEC, SECTI❑N 09650-2,02 ALLOWANCES - FINISH MATERIAL AND LABOR COST UNIT MATERIAL DESCRIPTION .00 SQ. YD. CARPET S.F. PAINT - 3 COATS "S0,32 S.F. CERAMIC TILE - THIN SET ON WALL $11.20 S.F. PORCELAIN TILE $1.60 S.F. VINYL COMPOSITION TILE $3.25 S.F. WALL COVERING $1.50 L.F. VINYL BASE N❑TE1 REFER TO SHEET A9A FOR TYPICAL ® CMU PERIMETER WALL ONLY AT DETAILS FUTURE AREAS SEE WALL SECTION NO INTERI❑R PARTITI❑NS 2 AT FUTURE AREAS ® VINYL C❑MP❑SITE FLOOR TILES 9� CONCRETE SIDE WALK 10 ANTI -FATIGUE MAT UNDER CARPET (RECESS C❑NC, SLAB 1") 11 CHANGING ROOM LOCKERS SUPPLIED, AND INSTALLED BY C❑NTRACT❑R, SEE SHEET A9.3 FOR DETAILS 0 COLOR/FINISH LEGEND MATERIAL DESCRIPTION ABBREV. I DIVISION 2 - SITEWORK SITE SIGNAGE — SEE DETAILS 2 3 4 & 5/A1.0 FOR FINISH INFORMATION DIVISION 3 - CONCRETE CF1 CONCRETE VAULT TO RECEIVE PAINT -SEE KEYNOTE - PROVIDE SMOOTH -FORMED FINISH. DIVISION 4 - MASONRY (ONLY ARCHITECTURAL CMU UNITS ARE LISTED HERE SPLIT FACE CONCRETE BLOCK- COLOR- "MERLOT" BY ANCHOR BLOCK WITH WATER REPELLANT ADMIXTURE APPLY WATER REPELLENT COAT TO INSTALLED PRODUCT. MS1 MS2 GROUND FACE CONCRETE BLOCK—COLOR—"MERLOT" BY ANCHOR BLOCK WITH WATER REPELLANT ADMIXTURE APPLY WATER REPELLENT COAT TO INSTALLED PRODUCT, GROUT TO MATCH COLOR—"MERLOI-" PORCELAIN TILE 12X12" GR1 PT_ _1 PT2 PORCELAIN TILE 8X8" DIVISION 6 - WOOD & PLASTICS P. LAMINATE COLOR #1 — PL1 PL2 P. LAMINATE COLOR #2 — PL3 P. LAMINATE COLOR #3 — PL4 P. LAMINATE COLOR #4 — PL5 SS1 SS2 P. LAMINATE COLOR #5 — SOLID SURFACE COLOR #1 — WINDOW SILLS "FORMICA" SURELL SERIES COLOR #TBD SOLID SURFACE COLOR #2 — HIGH COUNTER TOP "FORMICA" SURELL SERIES COLOR #TBD WB1 WOOD BASE —PAINT GRADE PINE —NO FINGER JOINT DIVISION 7 - THERMAL & MOISTURE PROTECTION RM1 PAC —CLAD (OR PETERSON) METAL ROOF, REDI—ROOF STANDING SEAM ROOF (.032 ALUM. 12" WIDE) — COLOR — FORREST GREEN RM2 PAC —CLAD (OR PETERSON) PAC-750 METAL SOFFIT FULL VENT V GROOVED PANELS (.032 ALUM. 12" WIDE) COLOR — ARCADIA GREEN EF1 E.F.I.S. COLOR #1 — DRYVIT COLOR— SANDPEBBLE SF1 STORE FRONT SYSTEM—YKK YES-45 FT WITH CLEAR INSULATED GLASS. AUTOMATIC SLIDING DOOR SYSTEM. MAIN ENTRANCE DOOR 7'-0" HIGH. — COLOR T.B.D. AF1 EAVE CLADING, FLASHING —DRIP EDGE/EAVES/RAKES/COLOR "PAC —CLAD" (OR PETERSON) KYNAR 500 PRE —FINISHED ALUMINUM —FOREST GREEN. FDIVISION8 - DOORS & WINDOWS 1 INTERIOR SOLID CORE WHITE BIRCH DOORS GRADE N01 — STAINED WITH MATTE FINISH (TYPICAL UNLESS NOTED OTHERWISE). DR2 POCKET DOOR — SOLID CORE WOOD DOOR FINISH THE SAME AS DR1 DIVISION 9 - FINISHES PAINTI PAINT COLOR #1 — BASE BOARDS/DOOR FRAMES "SHERWIN WILLIAMS" COLOR #TBD. SEMI —GLOSS PAINT2 PAINT COLOR #2 — WALL PAINT "SHERWIN WILLIAMS" COLOR #TBD. SEMI —GLOSS PAINTS PAINT COLOR #3 —WALL PAINT "SHERWIN WILLIAMS" COLOR #TBD. SEMI —GLOSS PAINT4 PAINT COLOR #4 — WALL PAINT "SHERWIN WILLIAMS" COLOR #TBD. SEMI —GLOSS PAINT5 PAINT COLOR #5 — 'WALL PAINT "SHERWIN WILLIAMS" COLOR #TBD. SEMI —GLOSS VCT1 VCT COLOR 1 — "ARMSTRONG" STANDARD EXECON SERIES COLOR TBD VCT2 VCT COLOR 2 — "ARMSTRONG" STANDARD EXECON SERIES COLOR TBD VCT2 VCT COLOR#3 — "ARMSTRONG" STANDARD EXECON SERIES COLOR TBD CL1 "USG" DONN DX FLAT WHITE 050 2'X2' CEILING GRID AND SMOOTH CEILING TILE. CP1 CARPET COLOR #1 AND PATTERN TBD CP2 CARPET COLOR #2 AND PATTERN TBD 2 CP CARPET CO 0 RN TBD CT1 6x6 Olk 8x8 TILE, COLOR & PA R T.B.D. IN ALL COVERING #1 — MANUF. S WC2 VINYL WALL COVERING #2 — MANUF./STYLE TBD WC3 VINYL WALL COVERING #3 — MANUF./STYLE TBD FM1 ANTI —FATIGUE MAT — "ECO—SURFACES" ECO SHOCK 1" THICK— INSTALL CARPET OVER SURFACE. DIVISION 10 - SPECIALTIES CG1 CORNER GAURDS (OUTSIDE CORNERS AT PUBLIC AREAS ONLY) "ACROVYN", SM— 10/20 AND SM-20M. COLOR TBD NOTE: "TBD" NOTED IN SCHEDULE MEANS "TO BE DETERMINED". CONTRACTORS PRICES SHOULD INCLUDE ALL ITEMS NOTED IN SCHEDULE ABOVE. DIVISION 9 - FINISHES (FINISH MATERIAL LOCATION) FINISH MATERIAL COLOR LOCATION OR ROOM NUMBERS (REFERENCE ONLY) CP1 TBD ROOM 101,102 CP2 TBD ALL HALL WAYS CP3 TBD ALL OTHER AREAS UNLESS OTHERWISE NOTED PL1 TBD RECEPTION, BILLING MILLWORK PL2 TBD NURSE STATION, MILLWORK IN WORKROOM MILLWORK AT WORKROOM WALL PL3 TBD MILLWORK AT COFFEE AREA, BREAK ROOM PL4 PL5 TBD TBD MILLWORK IN DARK ROOM, MOLD ROOM ALL OTHER MILLWORK UNLESS OTHERWISE NOTED OR DETAILED PAINT1 TBD BASE BOARD AT MAIN LOBBY AND ROOM152 TBD TOILETS PAINT2 PAINT3 TBD ROOM 101, 102A AND HALL TO ROOM 107 TBD ALL CLOSETS, STORAGES, ROOM 138, 141, 142, 145, 146, AND 151 PAINT4 PAINT5 TBD ALL OTHER AREAS UNLESS OTHERWISE NOTED CT1 TBD ALL TOILET WALLS PT1 TBD ALL TOILET FLOORS PT2 TBD FRONT ENTRY AREA, ROOM 152 PT3 TBD ROOM 102A (FLOOR) SF1 TBD ROOM 135 SEE PLAN FOR LOCATION VCT1 TBD ALL EXAM ROOMS, CT/SIMULATOR, XIMATRON VCT2 TBD BREAK ROOM VCT3 TBD ROOM 138, 141, 145 WC1 TBD ALL EXAM ROOMS, CHANGING ROOMS, ROOM 135, 148, AND 149 WC2 TBD CONFERENCE ROOM _ WC3 TBD ALL DOCTOR'S OFFICES DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. W z W C3 v Z .J 0'a L A r � Z 0 W Z DRAWING TITLE FINISH PLAN MATERIAL AND z O FINISH LEGEND v cn 0 U 01-1 JOB NUMBER SHEET NUMBER 01032 LL LL U) w w OA8mO I z s AE E 5" M1N. 3 ANCHORS PER JAMB 5/8" GYPSUM BOARD EA. SIDE HOLLOW METAL I DOOR FRAME I �, SCHEDULED DOOR NOTE: 6„ (2) 3 5/8" METAL STUDS EXTENDED TO UNDERSIDE OF HEAD TRUSS (PROVIDE SIMILAR BLOCKING BETWEEN TRUSSES AS REQ'D.) 5/8" GYPSUM - BOARD EA. SIDE 6" MTL STUDS - - SHEET METAL CLIP ANGLE - 3 5/8" METAL STUDS EACH SIDE POCKET DOOR FRAME AND CASING SOLID CORE WOOD POCKET DOOR DOOR STRIKE UPRIGHT AND CASING -I M FRAME 8" SPLIT FACE CMU WITH HORIZ. REINF. AT 16" 0C. TYP. 5/8" GYP BOARD ON 3 5/8" METAL STUDS AT 16" OC (2) 6 T MTL STUDS PLAN DETAIL PLAN DETAIL PLAN DETAIL 2Z A8.1 SCALE: 1 1 /2"=1 '-O" 3 A8.1 SCALE: 1 1 /2"=1 '-O" 4 A8.1 SCALE: 1 1 /2"=1 '-O" MIN. 3 ANCHORS 5" PER JAMB 2 1/4" TEMPERED 5/8" GYPSUM -- D OR FRA E MARBLE THRES OLD GLAZING BOARD EA. SIDE FEATHE UP HOLLOW METAL TI HOLLOW METAL CONIC FLOOR DOOR FRAME N DOOR FRAME '-` I I LEVELLING I I N NOTE. PORCELAIN TILE SCHEDULED (2) 3 5/8" METAL CARPET DOOR STUDS EXTENDED TO ....... I UNDERSIDE OF / 6» TRUSS (PROVIDE BLOCKING BETWEEN 6" TRUSSES AS REQ'D.) CARPET TO PORCELAIN CONC. FLOOR PRIMED AT JAMB TYP. HEAD SIMILAR TILE TYPICAL (NTS) PLAN DETAIL PLAN DETAIL THRESHOLD DETAIL 6 A8.1 SCALE: 1 1 /2"=1 '-O" 7 A8 ' 1 SCALE: 1 1 /2"=1 '-O" 8 A8.1 SCALE: 1 1 LEAD SHEET - J MOLDING PRE LEAD THICKNESSTO BE- DETERMINED SEALAINT AND DQOR FRAMELD BY OWNER'S BACKER RODCONSULTANT ,TBD CARPET5/8" GYP BOARD 2 SATIN ALUM. EDGE EACH SIDE TILE PE SCHEDUL ULE V.C.TILE 3 5/8M ETAL STUDS LEAD LINED ALUM. HOLLOW METAL STOREFRONT DOOR FRAME CARPET TO PORCELAIN LEAD THICKNESS TBD DOOR FRAME TILE TYPICAL (NTS) CONC. FLOOR PRIMED CONC. FLOOR PRIMED TO BE DETERMINED WITH 1 INSUL. BY OWNER'S CONSULTANT GLAZING TRANSITION PLAN DETAIL PLAN DETAIL SILL DETAIL SILL DETAIL 9 A8.1 SCALE: 1 1 /2"=1 '-O" 10 A8.1 I SCALE: 1 1 /2"=1 '-O" 12 A8.1 SCALE: 1 1 /2"=1 '-O" 13/A8.1 SCALE: 1 1 /2"=1 '-0" 3/4 BIRCH VENEER PLYWD. (VENEER ON BOTH SIDES) W/BIRCH TRIM IN I" ALUM. TRACK AT TOP AND BOTTOM PLAS. LAM. ON 3/4" PLYWOOD GUSSET PLATES AT 24" O.C. NOTE: EACH DOOR TO BE 1 " WIDER THAN 1 /2 OF THE OPENING PROVIDE HANDLE FOR SLIDING EXTEND DOOR TRACK AND WOOD BLOCKING INTO WALL AND PROVIDE STOP AT POCKET END / ill/ A8A I SILL DETAIL SCALE: 1 1 /2"=1 '-O" ALUM TRIM BOTH SIDES 2 m 2'-0" I DOOR/FRAME TYPE 12 3' OR 4' 01 0 DOOR SHOWN FOR REFERENCE 5'-6!, 01 2'-6" DOOR/FRAME TYPE 11 AS NOTED ONLY. EXACT DOOR TO BE 01 SELECTED BY OWNER 2'-2" 2" 32" 2" 3' - 6 11 le N N 0 El El ❑❑ I I"7 TYPE II GLAZING n n SC WOOD PANEL DOOR SC WOOD DOOR SC WOOD DOOR SC WOOD DOOR SC WOOD DOOR WITH HM FRAME HM FRAME H.M. FRAME HM FRAME POCKET DOOR DOOR TYPE J DOOR TYPE 13 DOOR TYP 1 DOOR TYPE 2 DOOR TYPE 3 FRAME TYPE 13 Al FRAME TYPE 1 FRAME TYPE 2 FRAME TYPE 3 D 0 0 R S C H E D U L E DOOR FRAME INFORMATION DOOR DOOR SIZE TYPE MATERIAL TYPE MATERIAL HEAD DTL JAMB DTL SILL DT LABEL HRDWR. REMARKS 101A PAIR 3'-0"X7'-0"X1 3/4" A ALUM A ALUM 7/A8.2 2/A7.1 8/A8.2 - W 0 W U U) W Q 0 Q Z O LL 0 0 (\ 00 Z W z O �- < C) LL U W U) W w AUTOMATIC ALUM. SLIDING DOOR IN STORE FRONT SYSTE 101E PAIR 3'-0"X7'-0"X1 3/4" J SCWD J HM 1/A8.2 SIM. 2/A8.1 SIM. 8/A8.1 SEE ALSO 3/A5.1 DOOR TO BE SELECTED BY OWNER/ HCAP BUTTON EACH SIDE 3A 3'-0" X 3'-6" X 1 3/4" 1 SCWD 1 HM 2/A8.1 DOUBLE HINGED QOOR 105A 3'-0" X 7'-0" X 1 3/4" 6 SCWD 6 2/A8.1 2/A8.1 - R 3/4" 3 SCWD 3 HM 3/A8.1 3/A8.1 - POCKET DOOR 105C 3'-0" x 7'-0" x 1 3 4" 2 CWD 2 HM 2/A8.1 2/A8.1 - 4 -0 x - SC D 2 HM 2/A8.1 2/A8.1 - F07 3'-0" x 7'-0 , x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 12/A8.1 - 108A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 12/A8.1 2 - 111A 3'-6" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 13/A8.1 112A 4'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 13/A8.1 113A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 13/A8.1 114A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 13/A8.1 115A PAIR 2'-6"X7',- 3/4" 7 SCWD 7 HM 2/A8.1 2/A8.1 - 116A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 13/A8.1 - 1 6B 2'-0" x 7'-0' x 1 3/4" 12 SCWD 12 HM 2/A8.1 2/A8.1 DEAD BOLT LOCK AND KET 117A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - - 118A 3'-0" x 4'-0" 4 STEEL 4 HM - - - STEEL GATE -PAINTED 118B '-0" x 4'-0" 4 STEEL 4 HM - - - STEEL GATE -PAINTED 118C 3'-0" x 7'-2" X 1 3/4" E ALUM E ALUM 11/A8.2 12/A8.2 - SEE SHEET A8.2 FOR DETAILS 118D 3'-0" x 7'-2" X 1 3/4" E ALUM E ALUM 11/A8.2 12/A8.2 - SEE SHEEP A8.2 FOR DETAILS 119A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - - 120A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - - 121A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 121 B 3'-0" x 7'-0" x 1 3/4" 3 SCWD 3 HM 3/A8.1 3/AB.1 - POCKET DOOR 122A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 122E 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 124A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 125A 2'-6" -0" X 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 127A 3'-0"/2'-0% 7'-2" X1 3/4" F ALUM F ALUM 1/A8.2 11/A7.1 2/A8.2 SEE SHEET AB.2 FOR DETAILS 128A 3'-0" x 7'-0" x 1 3/4" 13 SCWD 13 HM 2/A8.1 6-7/A8.1 - 128B 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2 A8.1 128C 5'-0" x 3'-6" 8 SCWD 8 HM 11/A8.1 SIM 3/A8.1 SIM 11/A8.1 /2 EXTEND TRACK INTO WALL AND PROVIDE STOP FOR DOOR AT POCKET END 2 129A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM /A .1 2/A8.1 - - 129B 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - - 131A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 8/A8.1 133A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 8/A8.1 135A SPECIAL LEAD SHIELDED DOOR DOOR/ FRAME/ OPERATOR PROVIDED. INSTALLED BY PITTS LITTLE -SEE SHEETA2.2 135B 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 135C 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 136A 3'-6" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 137A 4'-0" x 7'-0" x 1 3/4" 2 SCWD-PB 2 HM 9/A8.1 9/A8.1 - LEAD SHIELDED DOOR BY PITTS LITTLE 138A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 140A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 8/A8.1 141A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - - 142A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - - 143A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1- 143B 3'-0" x 7'-0" 2 HM - - - HM OPENING ONLY 144A 3'-0" x 2'-6" HM CASED LEADED WINDOW AND FRAME -BY PITTS LITTLE, SEE 8/A2.4 144B 3'-6" x 3'-0" HM - - - CASED LEADED WINDOW AND FRAME -BY PITTS LITTLE, SEE 8/A2.4 145A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - - 146A 3'-0" x 7'-0" x 1 3/4" 2 SCWD 2 HM 2/A8.1 2/A8.1 - 20 MIN - 147A 3'-0" x 7'-0" x 1 3/4" 2 HM 2 HM 2/A8.1 2/A8.1 - - 1478 3'-0" x 7'-0" x 1 3/4" 3 SCWD 3 HM 3/A8.1 3/A8.1 - POCKET DOOR 148A PAIR 3'-0" x 7'-0" x 1 3/4" 5 SCWD 5 HM 2/A8.1 2/A8.1 - - 150A 4'-0" x 7'-0" X 1 3/4" 2 SCWD-PB 2 HM - - - LEAD SHIELDED DOOR BY PITTS LITTLE 5 3'-0" x 7'-0" x 1 3/4" 10 HM 1/A8.2 - 2/A8.2 DETAIL SIMILAR- HM DOOR 152A PAIR 3'-0" x 7'-0" x 1 3/4" 14 SCWD 14 HM 1O/A8.2 10 A8.2 - 45 MIN - " S HM 2/A8.1 2/A8.1 8/A8.1 20 MIN - 152C PAIR 3'-0" x 7'-2" x 1- 4' C ALUM C ALUM 3/A8.2 7,8/A7.1 2/A8.2 - NOTE: ALL ALUM. THRESHOLDS TO BE CLEAR ANODIZED ALUM. SATIN FINISH ALL WOOD DOORS TO BE BIRCH WITH #2 HARDWARE BRUSH CHROME FINISH GLAZING TYPES T = TEMPERED GLAZING. (SEE WINDOW ELEVATIONS FOR LIMITS) TYPE 1 1 " INSULATED OUTER LITE CLEAR. 1 /2" AIRSPACE SYSTEM. INNER LITE CLEAR TYPE II 1 /4" CLEAR TEMPERED TYPE III SPECIAL LEADED WINDOW TO MEET SHIELDING REQUIREMENTS OF PHYSICIST REPORT 3' I I Q0 STEEL GATE Qo DOOR TYPE 4 FRAME TYPE 4 LOUVERED DOOR 2" 6' 2" N N SC WOOD LOUVERED DOOR HM FRAME DOOR TYPE 5 FRAME TYPE 5 TYPING 11 6' AT TYPE 1 3' 2„ 5' �,N VISION PANEL i� .i SC WOOD DOOR SC WOOD DOOR HM FRAME HM FRAME DOOR TYPE 6 DOOR TYPE 7 FRAME TYPE 6 FRAME TYPE 7 DOOR TYPE 14 0 RAME TYPE 14 FULLY RECESSED BOTH PANELS I A�j A2 00 3/4" BIRCH VENEER PLYWOOD. SLIDING DOOR STAINED DOOR TYPE 8 Z FRAME TYPE 8 a 2" 3' 2" INSUL HM DOOR HM FRAME DOOR TYPE 10 FRAME TYPE 10 DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03I60%OWNER REVIEW D 103114103 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/03I MINOR REVISIONS H 1 08/15/031 MECHANICAL REVISION � I I 1 106-15-03I REVISION w LLJ Z w UJ Q Lz W >- w u CDC) ® -j 0 V I ILL z ® h �j O h (.) ® O z V 00 Z -' UL ® Z wQ 3: O cn w LL Z Z Q cn DRAWING TITLE DOOR SCHEDULE o co z 0 JOB NUMBER 01032 0 w 0 w SHEET NUMBER W J w A8m1 y s SEALANT T HEAD 1 A8.2 SCALE: 1 1 /2"=1 '-0" CONC. WALK ON 4" GRAVEL BASE 12"-#5 DOWF_LLS AT 16" OC. FOOTING PER STRUCTURAL O vQ a Q S 2 A8.2 ILLSCALE: 1 1 /2"=1 '-0" 1' SEALANT BACKER TYPICAL 3 A8.2 HEAD SCALE: 1 6" SEALANT AND BACKER ROD TYPICAL a _ � O d O oO a FOOTING PER y - I �a STRUCTURAL I- 4 A8.2 SILL SCALE: 1 1 /2"=1 '-0" -)/8" GYP. BOARD )N METAL STUDS 3" CMU LINTEL REINFORCED PER STRUCTURAL �SULATION 3 5/8" METAL STUDS AU LK I.M. DOOR AND -RAME PER SCHEDULE JAMB SIMILAR CD ALUM. DOOR AND FRAME PER SCHEDULE ALUM. THRESHOLD ON FULL BED OF MASTIC CONC. SLAB AND BASE PER STRUCTURAL Q 4 5/8" GYP. BOARD ON METAL STUDS 8" CMU LINTEL REINFORCED PER STRUCTURAL INSULATION 3 5/8" METAL STUDS K _UM. WINDOW R 1�C HFDM F ALUM. WINDOW PER SCHEDULE ;AU LK CONC. SLAB AND BASE PER STRUCTURAL VAPOR BARRIER SEALANT BACKER TYPICAL 00 I N 00 I UD C-1 10'-8" R.O. EQ EQ N (Xi Q EQ '-8"' 6' © T 7 A7.1 T 7 A7.1 T UUUK I Yrr= v CONTRACTOR TO REINFORCE DOOR JAMB AND VERTICAL MEMBERS PER MANUFACTURER REQUIREMENT 5 A8.2 H EAD SCALE: 1 1 /2"=1 '-0" 6` PRE- ALUM. I-- ---I SILL FLASHING ON W00 . BLOCKING SE LANT AND BA KER ROD P I CAL a. P E-FIN. A UM. SILL a FI SHING GYP. BOARD METAL STUDS CMU LINTEL INFORCED PER �UCTURAL INSULATION /8" METAL DS AT 16" OC. WOOD CKING AND TYPICAL ILK 1. WINDOW `.. SCHEDULE P.T. AND ALUM. WINDOW PER SCHEDULE CAULK SOLID SURFACE SILL l N PAINT REVEAL C DARK GREEN -8" BOND BEAM -INSULATION -3 5/8" METAL STUDS 1' _I `--5/8', GYP. BOARD �--- ON METAL STUDS 6 A8.2 SILL SCALE: 1 1/2"=1'-0'l DOOR TYP�4 '-8 7 A8.2 HEAD SCALE: 1 1 /2"=1 ' -0" ALUM. THRESHOLD - FIN. PER SCHEDULE CONCRETE FLOOR------ 8 A8.2 SILL SCALE: 1 'I /2"=1 ' -0" C DOOR TYPE 2,-8" t` TYPE 11 GLAZING A7.1 c-o ® WINDOW TYPE ©. 1 R' R n CONTRACTOR TO REINFORCE DOOR JAMB AND VERTICAL MEMBERS PER MANUFACTURER REQUIREMENT 6' t` SIM. 15 A7.1 00 A7.1rppl 0 DOOR TYPE KQ UMN CENTER LINE -FAB. TRUSSES STRUCTURAL PRE -FIN. PERFORATES ALUM. FLUS METAL SOFF CONT. ALUM "J" TRIM TO MATCH SOFF SEALANT GYP. BOARD BACKER 3 5/8" METAL TYPICAL )S AT 16" OC. /8" METAL STUDS 16" OC TYPICAL EL CHANNEL AND 9 A8.2 HEAD M PER STRUCTURAL SCALE: l 1/2"=1'-0" IT SHEET 1' AL ANGLE 24' R. 0. SIM. 8 A7.1 O 2 A7.1 ;n �0:0 ^ I CD T T T T T 0 N T T T 7T ' N FIN. F. ELEV. N DOOR TYPE 0 CONTRACTOR TO REINFORCE DOOR 00 JAMB AND VERTICAL MEMBERS PER MANUFACTURER REQUIREMENT 5'-4" R. 0. or 6' R. 0. 4' R. 0. 3' 2' of -7 kI 4c6 N NN Q C oo T 00 T ' N co SIM. WINDOW TYPE -IFS AND RIGID JLATION ON 5/8" IS GLASS GOLD LANT AND KER ROD ICAL P LIT FACE :MU RETURN ,,,,-ALUM. DOOR PER SCHEDULE ITILE AT CONC. SLAB CONC. SLAB AND BASE SEALANT BACKER TYPICAL U �t 00 3 A7.1 r I I 00 ' T T N N DOOR TYPE 0 co MU LINTEL -ORCED PER CTU RAL P.T. WOOD BLOCKING AND SHIM TYPICAL 4. WINDOW SCHEDULE CMU LINTEL -INFORCED PER -RUCTURAL /8" GYP. BOARD \l METAL STUDS �ULATION 5/8" METAL STUDS _UM. DOOR AND rRAME PER SCHEDULE ALUM. DOOR AND FRAME PER SCHEDULE 'ONC. SLAB INSIDE ONC. SLAB OUTSIDE 11 A8.2 HEAD AND SILL --SLIDING DR SCALE: 1 1 /2"=1 '-0" 3 A7.1 00 12 A8.2 Now - `; T i� co NT I Q T N N DOOR TYPE ALUM. SLIDING DOOR 1' VERIFY 1' 2'X2' JACOUSTICAL CEILING PER SCH. 3 / A7.1 5/8" GYP. BOARD / ON METAL STUDS-` 3 5/8" METAL STUDS AT 16" OC. 8" SPLIT FACE CMU W/HORIZONTAL REINF. AT 16" OC. TYPICAL O INSULATION 8" CMU LINTEL REINFORCED PER STRUCTURAL P.T. WOOD BLOCKING AND SHIM TYPICAL CAULK ALUM. WINDOW PER SCHEDULE O" HEAD 1 A8.2 SCALE: 1 1 /2"=1 ' -0" 1' SEALANT BACKER TYPICAL ANIEL CHANG, AIA SO KINGSTON CT., SUITE E RIETTA, GEORGIA 30067 0] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11102 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14103 I BANK LOAN PACKAGE E I05112/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108/15/03I MECHANICAL REVISION 2 I06-25-03I REVISION W W W F.. �® Z W 00 >. ®= 0 v j U. o Z ® J p ., Z ® 0 Z U ® z SEALANT Al® (n W BACKER RC LL z TYPICAL z a CMU REINFORCED _R STRUCTURAL SULATION 5/8" METAL UDS AT 16" OC. /8" GYP. BOARD \1 METAL STUDS T. WOOD BLOCKING �D SHIM TYPICAL ULK ,,L-UM. WINDOW PER SCHEDULE 12 A8.2 JAMB SLIDING DOOR SCALE: 1 1 /2"=1 '-0" DRAWING TITLE STORE FRONT ELEVATIONS o AND DETAILS JOB NUMBER SHEET NUMBER U 01-0 U) z 0 01032 u- 0 U) w J W A8m2 ° e A LE rLZ. LAM. ON 1 1 /4" PART. BD. ON ALL EXPOSED SIDES AROUND THE OPENING - A O� N ISOCENTER 3" DIA. GROMMET HOLE LASER COVER w -I L� PLATE- PLAS. Q LAM ON 3/4" ;.l-, PART. BOARD ALL EXPOSED SURFACES A. SECTION 4"R4» - \/ CONCRETE 21, ° a 'Q_ d G.W.B. RETURN ALL SIDES 1 /4" x 14"x 24" STL. PLATE W/ 1 " SQ. TUBE o AT EDGE BEHIND THE PLATE. ANCHOR TO a �0. "' CONC. W/ 1 /2" DIA. N x 4 MIN. EXP. BOLTS LASER BY OWNER 4 ELECTRICAL 74 - 4: JUNCTION BOX SEE ELECTRICAL a`°. =1/A\ 0 LASER DETAILS —ON CONC. WALL SCALE: 1" = 1'-O" 5"X3"X1 /4"XO'-4" ANGLE ANCHOR 1 /2" EXP. BOLTS INTO CONC. W/SLOTTED HOLE 5"X3"X1 /4"X4" ANGLE WITH 1 /2" BOLTS FOR ADJUSTMENT ON OTHER FLANGE. j—W;S.LOTTED HOLE FOR ADJUSTMENT. PROIVIDE SLOTS IN TRANSVERSE DIRECTION BOTTOM OF VAULT FOR EACH ANGLE. 11'-0" A.F.F. RECEPTACLE. SEE ELEC. Ell 1 /4" X 7" X 24" LASER BY OWNER STEEL PLATE. WELDED TO ANGLES ABOVE. A.C.T. 9' -10" A. F. F. C/L OF ISO CENTER " DRILL 2" DIA. HOLE ON CEILING MURAL Q 2 A9.0 CEILING LASER DETAIL AT LIN. ACCELERATOR SCALE: 1 1 /2" = V-O" 5"X3"X1 /4"X4" ANGLE WITH 1 /2" BOLTS W/SLOTTED HOLE FOR ADJUSTMENT. 5"X3"X1 /4"XO'-4" ANGLE ANCHOR 1 /2" PROIVIDE SLOTS IN TRANSVERSE EXP. BOLTS INTO CONC. W/SLOTTED HOLE DIRECTION FOR EACH ANGLE. FOR ADJUSTMENT ON OTHER FLANGE. LASER BY OWNER 1 /4" X 7" X 24" STEEL PLATE. WELDED TO ANGLES ABOVE. BOTTOM OF VAULT- . I 1 1'-0" A.F.F. I A.C.T. 9' -10" A. F. F. 2' DRILL 2" DIA. HOLE C/L OF ISO CENTER ON CEILING MURAL 3 A9.0 CEILING LASER DETAIL AT LIN. ACCELERATOR SCALE: 1 1 /2" = 1 '-O" z �- -z w w� I— w Q_ z� o LjJ 01, 0 �Q 0 ::E 1 /4" PLATE CONCRETE G.W.B. RETURN SPRING v1AGNET RELEASE L,'TACLE, SEE ELECTRICAL BEAM PORT CENTER LINE STEEL PLATE LASER LION BOLTS C. STEEL PLATE ELEVATION D. COMER PLATE ELEVATION NOTE: 1. LASER/ AND ASSEMBLY N.I.C. BEAM PORT CENTER LINE FIELD CUT 3" DIA. HOLE INSERT 3" GROMMET STEEL PLATE BEYOND PIANO HINGE P.LAM. ON ALL SURFACES SPRING MAGNET RELEASE V-4" OR COORDINATE W/ EQUIPMENT MANUF. 2 1 /2" X 2 1 /2" X 3/1 TUBE WELDED TO STEEL POST AND ANCHOR TO VAULT AT OTHER END FOR XIMITRON ONLY. AT CT/SIMULATOR, WELD BOTH ENDS TO FRAME. a 2 1 /2" X 2 1 /2" X 3/ 16" H.S.S. TUBE STEEL HORIZONTAL BRACING 1 /4" X 20" X 24" STEEL PLATE WELDED TO 2 1 /2"X2 1 /2" TUBE POST. 16 GA.X3 1/4"X24X14 FP STEEL FRAME -VERIFY WITH EQUIP. MANUF. FOR SIZE AN LOCATION ISOCENTER HEIGHT COORDINATE WITH Q EQUIP. MFR. DWGS. 2 1 /2"X2 1 /2"X3/16" z Q H.S.S. TUBE POST LIU 1/4"X18"X3" STIFFENER Lu PLATE AT 48" O.C. MAX. BOLTED TO STEEL TUBE. w ANCHOR STEEL TUBE W/ 3" X 3" 1 /4" ANGLE AND 1 /2" DIA. EXP. BOLTS. 4 A9.0 LASER SUPPORT DETAIL AT GWB WALL SCALE: 1 1 /2" = 1 ' -O" 2 1 /2" X 2 1 /2" X 3/ 16" NOTE: ALL SURFACES AND EDGES _ 72 71 POST AND ANCHOR D TO STEEL TO BE COVERED WITH BEAM PORT TO VAULT AT OTHER END PLAS. LAM. CENTER LINE „ 8" X 8" X 1 /2 I U) COVER BASE PIANO HINGE 6" X 6" X 1 /2" LID 4-1 /2"0 HOLE CUT AT ? OF 8" X 8" COVER BASE PIECE DOSIMETRY TESTING TUBE ACCESS COVER 5 A9.0 LASER RELATED DETAILS—LINAC SCALE. 1 1 /2" = 1 '-0" w r� Q > o o U) w > �TA0 3X3X1/4 STEEL ANGLES VERIFY LENGTH AND LOCATION WITH LASER 3/8" STEEL PLATE PROVIDER PROVIDE UNISTRUT LASER rE FRAME FOR LASER SUPPORT RECEPTACLE EXPANSION BOLTS SEE ELECTRICAL Lij o 0 CEILING TII F NOTE: Of 1 TOTAL OF THREE ASSEMBLIES w LASER REQUIRED FOR CT/SIMULATOR 2 VERIFY EXACT SIZE OF STEEL PLATE AND OPENING CUT INTO FINISHED LOCATION WITH EQUIPMENT MANUFACTURER CEILING WITH TRIM AFTER INSTALLATION OF LASER STEEL PLATE ELEVATION SECTION AT CEILING NOTE: LASER RELATED DETAILS —CT S I M ONE ASSEMBLY REQUIRED 7 A9.0 SCALE: 1 1 /2" = 1 '-0" ONE FOR CT/SIMULATOR In a a a a. � I a a d v a \ -ANCHOR STEEL TUBE W/3"X3"X1/4" ANGLE AND 1 /2" DIA. EXP. BOLTS. FACE OF CONC. WALL 4A A9.0 LASER SUPPORT DETAIL SCALE. 1 1 /2" = 1 '-O" NOTE: 1 ALL UNISTRUT WORK TO BE DONE BY ELECTRICIAN PROVIDE FRAMING FOR LASER AS REQUIRED LASER CEILING TILE 3" CEILING GROMMET DANIEL CHANG, AIA MAGNETIC CATCH 2130 KINGSTON CT., SUITE E ON INSIDE MARIETTA, GEORGIA30067 [770] 644.9200 tel [770] 644.9202 fax /I FIELD CUT 3" DIA. HOLE, INSERT 3" DIA. CROMMET. COORD. HOLE LOCATION WITH 00 LASER BEAM N LOCATION CUT 2" HOLE IN FIELD, PAINT EXPOSED EDGE TO MATCH PLASTIC LAMINATE. �a PIANO HINGE — 3/4" PLYWOOD LASER EIGHT COVERS WITH 1X2 ALL CF_rTinl\1 AT rFII I►NI(` AROUND r STRUCTURE SUSPENDED IN ROOM MC SWITCH FOR — SIGNAL PULL BOX — ELECTRICAL POWER RECEPT. — MONITOR SUPPORT W/2 WAY MONITOR PIVOT NOTE: SEE ELEC. DWGS FOR DETAILS 6 A9.0 IN —ROOM MONITOR ELEVATION SCALE: NONE 5/8" GYP BOARD ON 3 5/8" METAL STUDS LEAD SHIELDING 2X WOOD BLOCKING PIANO HINGE ANCHORED ❑ TO 2 1 /2X 3/4" WOOD TRIM BEHIND 1/4"X20"X24" STEEL w0r PLATE WELDED TO 2 1 /2"X2 1 /2" TUBE POST. Q HOLE FOR LASER BEAM. VERIFY SIZE Ld LASER BY OWNER IZ 16 GA, X 3 1 /4" DEEP TTO O STEEL FRAME WELDED STEEL PLATE _-2 1 /2"X2 1 /2"X3/16" H.S.S. TUBE POST WALL ASSEMBLY TO BE ISOLATED FROM LASER ASSEMBLY PLAN AT WALL NOTE: VERIFY ALL DIMENSION WITH DIFFERENT MANUF. BEFORE COMMENSING WORK LEAD SHIELD TO CONTINUE BEHIND LASER AND NOT BE INTERRUPTED 5/8" GYP BOARD ON 3 5/8" METAL STUDS I -IN IN N PIANO HINGE ANCHORED TO 2 1 /2X 3/4" WOOD TRIM BEHIND —LEAD SHIELDING w HOLE FOR LASER BEAM. VERIFY SIZE Q NOTE: PAINT WOOD TRIM TO MATCH � 0- COLOR OF LASER COVER o LASER BY OWNER �i N 1/4"X20"X24" STEEL PLATE WELDED TO 2 1/2"X2 1/2" TUBE POST. 2X WOOD BLOCKING WALL ASSEMBLY TO BE ISOLATED FROM LASER ASSEMBLY SECTION AT WALL NOTE: ISOCENTER HEIGHT COORDINATE WITH EQUIP. MFR. DWGS. A LASER SUPPORT DETAIL AT GWB WALL 8 A9.0 SCALE: 1 1 /2" = 1 '-O" THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. ui z W UJ Q LLW > 0® 0J ,.J ILL o z ® j o U® Q z� 00 z ILL o ® Z Q to Lv U. z Z Q DRAWING TITLE LASER SUPPORT AND MISC. DETAILS JOB NUMBER 01032 SHEET NUMBER z O ry z O O U- 0 W cn W J W 0 z AE mg AE 2 A9.1 CENTER LINE OF CURVED MILLWORK 6'-9" 2'-6" AND SOFFIT ABOVE 2 -6" 9 A9.1 � I now r>P Q SOLID SURFACE 6,-92„ � I d- I o LO < i Q N CABINET BELOW J)R O OAK TAMBOR I 7 A9.1 5'-8" I NURSE STATION RECEPTIONIST'S DESK 1 A9.1 MILLWORK PLANS SCALE: 1 /4" = 1 '-O" SCALE: 1/2" = 1 '-0" 0. 7 EQUAL SPACES -FROM END TO END 102" 2 A9.1 ELEVATION -RECEPTION SCALE: 1/2" = 1'-O" 3 EQ. SPACES @ 6' -11 " V.I.F. N ADJUSTABLE SHELF OPEN ABOVE 11 OPEN OPEN OPEN NOPEN OPEN OPEN ll� ADJUSTABLE ("4 I!, SHELF itI V =r LL_ 1'-4" 2 EQ. SPACES @ 1'-4" 4'-32" (V.1.F.) WALL BEYOND SOLID SURFACE CENTER LINE OF CURVED MILLWORK AND SOFFIT ABOVE 12'-102" ol 6'-112" OAK TAMBOR I I - o I 7 EQUAL SPACES -FROM END TO END 3 A9.1 ELEVATION -RECEPTION SCALE: 1/2" = 1 '-0" /_ MILLWORK BEYOND CENTER LINE OF CURVED MILLWORK AND SOFFIT ABOVE--, 7'-4" S-721" 3'-82„ 6 A9.1 ELEVATION -NURSE STATION SCALE: 1/2" = 1 '-O" 4 A9.1 ELEVATION -RECEPTION (BACK) SCALE: 1/2 1 = 1 '-O" 7 A9.1 ELEVATION -NURSE STATION SCALE: 1/2" = 1'-O" N N CD N 3 EQ. SPACES @ 7'-8" (V.I.F.) Q I T-- I ; ---- ------ ---- - � I I I o l Q r� Q I 01 L--J =:N,:_ I \/ \� / 2 EQ. SPACES @5'-2" (V.I.F.) 2'-6"_ Wl OPP. 12� 8 AS OPP. 8 A9.1 ELEVATION -NURSE ST. (BACK SCALE: 1/2" = 1 '-O" GYP. BD. SOFFIT ABOVE OPEN ADJUSTABLE SHELF (TYP.) —COFFEE MAKER (N.I.C.)ROVIDE WATER PAPER TOWEL DISPENSER SOAP DISPENSER --OPEN BELOW FOR ADA ACCESSIBILITY ADJUSTABLE SHELF (TYP.) 3 EQ. SPACES @ 5'-2" (V.I.F.) m Q [—ADJUSTABLE SHELF N TASK LIGHT Q Q l N WORK COUNTER "' `V < COUNTER SUPPORT OPEN S-10" (V.1.F.) DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14103 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108115/031 MECHANICAL REVISION 1 106-15-03I REVISION W W IX z W U F— U ® z W >- W V 00 ®j 0 .jLL. 0 z 0 0 n (j a Q z� U 0® z ILL ®z o W< 3: ® 0) W LL z z Q DRAWING TITLE MILLWORK PLANS ELEVATIONS AND DETAILS JOB NUMBER 01032 SHEET NUMBER 9 A9.1 ELEVATION -NURSE STATION SCALr . 1 /2" = 1'-0" 10 A9.1 ELEVATION -NURSE STATION SCALE: 1/2" = 1'-O" ELEVATION -BILLING ELEVATION -COFFEE AREA 1 1 A9.1 SCALE: 1/2" = 1'-O" 12 A9.1 SCALE: 1/2" = 1'-0" 13 A9.1 ELEVATION -WORK RM. SCALE: '1 /2" = 1 '-0" F� I AE Al'R 3, St 0) CI Sl f EQ. SPACES @ 6' 4m� ADJUSTABLE SHELF Q Q ----\-- SOAP Ai Q / DISPENSER PAPER TOWEL __j rn�Ld ¢ DISPENSER j J N 0 LLJ L- I OPEN BELOW I FOR ADA I OPEN co ACCESSIBILITY I COUNTER N SUPPORT 3' 3' 1 A9.2 ELEVATION -EXAM. ROOM SCALE. 1/2" = 1'-0" In -A �l A,r 4 EQ SPACES 8'-42" (V.I.F.) Q ADJUSTABLE SHELF Q �� _____--- \ ---- _-- \ ----- --__\ ----- - --- - -- -- -- V/ \��/ A / \� / SOAP DISPENSER PAPER TOWEL DISPENSER o 0 OPEN BELOW FOR O \ ADA ACCESSIBILITY = 1=r 2'-5" (V.I.F.) lie 4'-8" 1,-3�„ N I N I � N 0 0 I I N N 2 A9.2 ELEVATION -DARK ROOM SCALE: 1/2" = 1'-O" 6 A9.2 PLAN 5 A9.2 ELEVATION -MAGAZINE DISPLAY CASE SCALE: 1/2" = 1'-O" CEILING PER SCHEDULE ELEVATION -DISPLAY CASE 6 A9.2 SCALE: 1/2" �N I co 2'-10" (VERIFY) 2 EQ SPACES 7' (V.I.F.) Q Q ADJUSTABLE SHELF Q a a] m \ ------ - ------- --------------- l ------------ I � � PAPER TOWEL F-----------I SOAP DISPENSER DISPENSER i MICROWAVE BY OWNER I I L ---- J I I ------------ REFRIDGERATOR ¢-- ¢ 2'-6" CLR BY OWNER, SUPPLY WATER & I POWER I I I I I I I I I o 0 0 � IOPEN BELOW //� FOR ADA ---------- ACCESSIBILITY I I I 2'-10" (VERIFY) 2'-6" 2 EQ. SPACES Q 4'-6" (V.I.F.) 3 A9.2 ELEVATION -BREAK ROOM SCALE: 1/2" = 1'-O" SIM., SECTION NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION 7 A9.2 SECTION SCALE: 1/2" = 1 ' -O" 1'-S' INCAND. 3„ 4 t- L ,fi ,r 3 EQ SPACES Q 9'-1 " EXHAUST HOOD01 Q VERIFY SIZE (SEE MECHANICAL) ADJ. OPEN PAPER TOWEL SHELVES DISPENSER Q COUNTER TOP COUNTER TOP 0 0 0 0 / \ / \ / \ OPEN BELOW ------- ------- ------- --t--- I FOR ADA ACCESSIBILITY 3 EQ SPACES @ 9'-1 " 4 A9.2 ELEVATION -MOLD ROOM SCALE: 1/2" = 1'-O" " MAPLE VENEER PLYWOOD 5/8" GYP BOARD ON 3 5/8" AL STUDS AT 16" OC. GYP BOARD ON 3 5/8" AL STUDS AT 16" OC. LE TRIM co 2" 2 6" 12 A9.2 SECTION -DISPLAY CASE SCALE: 1 " = 1'-0" N CEILING PER SCHEDULE �—PLASTIC LAMINATE ON 3/4" PLYWOOD BOTH SIDES PLASTIC LAMINATE ON 3/4" PLYWOOD SHELVES PLASTIC LAMINATE ON 1/2" PLYWOOD BACK PANEL 7 A9.4 i I I I I I i I i - I ]I IV A9.2 SECTION SCALE: 1/2" = 1 '-O" WALL FINISH PER --\ COMPUTER TERMINAL SCHEDULE AND KEY BOARD BY OWNER RECESS VIEW BOXES PROVIDE BLOCKINGS PHONE TYPICAL OUTLET V.B. V.B. V.B. V.B. 00 Lo - o -iN co CN o FILE CABINETS DATA OUTLET BY OWNER 1'-8" TYP. 13 A9.2 MILLWORK ADJACENT RM. 120 SCALE: 1 " = 1'-0" DOWN LIGHT I T-1" 3-1/2° CLEAR GYP. BOARD 1'-1" PLEXIGLAS DIVIDERS PAINTED WHITE— PLASTIC LAMINATE ----,,EQUALLY SPACED- :v POLISH EXPOSED EDGES. PLASTIC LAMINATE--_. 9" (CUT CURVE INTO 3/4" PLYWOOD PLEXIGLAS gDJUSTABLE SHELVES WITH OAK TRIM SOLID SURFACE—� SOLID SURFACE OAK TRIM AT EDGE 3° DIAMETER PLASTIC LAM 3/4„ FINISH GRADE d GROMMET g METAL SUPPORT BRACKETS 1. PLYWOOD ON SIDES AT 48" OC. N PAINTED WHITE 3-LAYERS OF 3/8" SUPPORT BEYOND 3-LAYERS OF 3/8" 5/8" GYPSUM BOARD PLYWOOD BENDED LYWOOD BENDED� TO OVERLAP PLYWOOD ABLE PATH Al FRONT N o10 WHITE OAK TAMBOR o I OAK TRIM WHITE OAK TAMBOR N 0 5/4" PLYWOOD _ COUNTER TOP W/ D PLASTIC M az LAMINATE BLACK T-MOLD EDGE M 1/2" PLASTIC LAMINATE N 3/8"X3/4" REMOVABLE PANEL 3/8°X3/4" OAK OAK TRIM i" SECURED W/ZINC TRIM ALL AROUND TYP.---\ ALL AROUND TYP. SCREW AND CHROME / FINISH WASHERS HIGH PRESSURE K TRIM LAMINATE REVEAL PLASTIC LAMINATE—CONT. 1X6 PLASTIC LAMINATE PLASTIC LAMINATE—� 2" 7" STUB UP CONDUIT (SEE ELECTRICAL DRAWINGS) SECTION 8 A9.2 SECTION SCALE: 1/2" = 1'-O" 9 A9.2 COUNTER SECTION SCALE: 1 " = 1'-0" 4-PLEX OUTLET PLASTIC LAMINATE COUNTER TOP WITH OAK TRIM EDGE OAK TRIM TO BE CLEAR VARNISH FINISH 6/4" PLYWOOD VERTICAL PANEL COVERED WITH PLASTIC LAMINATE 3/4" PLYWOOD SHELF SEE DETAIL 8/A9.2 SIM. TASK LIGHT g° OAK TRIM SUPPORT BEYOND PLASTIC LAMINATE METAL SUPP RT �3" DIAMETER BRACKETS AT 48" OC. GROMMET N ABLE PATH 5/4" PLYWOOD 1 COUNTER TOP W/ o BLACK T-MOLD EDGE 0 1 0 a 4"X14° ACCESS OAK TRIM Z OPENING TYPICAL 1/2" PLASTIC LAMINATE REMOVABLE PANEL SECURED W/ZINC 5," SCREW AND CHROME FINISH WASHERS CONT. 1 X6 �l �PLASTIC LAMINATE 2°1 7" COUNTER SECTION 10 A9.2 SCALE: 1 " = 1'-0" DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE DESCRIPTION A 110117/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103114/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION I I I I I I I I I I I I I i 2 I06-25-03I REVISION Lu Z W < F- W �- OC U (DO o .j � 0 LL o Z ® L ., t, �o z a u .j ®' 0 Z LL ® Z o 300 p t� w U. z Z DRAWING TITLE MILLWORK PLAN ELEVATIONS AND DETAILS JOB NUMBER 01032 SHEET NUMBER AE AE E AE ; i 0 AE AE DAN I EL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax V-4IL 1' 1' PLAS. LAMINATE ON 3/4" oz zo PLAS. LAMINATE ON 3/4" PLYWOOD (WALL CABINETS) PLYWOOD (WALL CABINETS) PLAS. LAMINATE ON 3/4" PLAS. LAMINATE ON 3/4" ADJUSTABLE SHELVING w w ADJUSTABLE SHELVING PLYWOOD (WALL CABINETS, PLYWOOD (WALL CABINETS) z o ON RECESSED STANDARDS AND CLIPS w V) w V) ON RECESSED STANDARDS AND CLIPS N ADJUSTABLE SHELVING o ADJUSTABLE SHELVING _ _ ON RECESSED ON RECESSED w _ _ DOOR PULL STANDARDS AND CLIPS STANDARDS AND CLIPS LIJuj GO �el DOOR PULL DOOR PULL N _ q g F------, DOOR PULL OPEN I I 2 I I MICROWAVE BY OWNER TASK LIGHT I - - - - J THIS DRAINING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED TASK LIGHT7 IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. A NOT VALID UNLESS SIGNED AND SEALED. g DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION MILLWORK SECTION (TYPICAL) 1 1 A9.4 MILLWORK SECTION (TYPICAL 1 O A9.4 MILLWORK SECTION @ BREAK ROOM =A9.SCALE: MILLWORK SECTION @ BREAK ROOM A 110/17/02 1 SCHEMATIC DESIGN 12 A9.41 SCALE: 1 " = 1 ' -0" SCALE: 1 " = 1 ' -0" SCALE: 1 " = 1 ' -0" 1 " = 1 '-0" B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING G 1 07/17/031 MINOR REVISIONS 2'-6" OR SEE ELEVATION 2 r2'-6" OR SEE ELEVATION H 1 08/15/031 MECHANICAL REVISION 1 1 BACK SPLASH SEE BACK SPLASH SEE ELEVATION FOR SIZE BACK SPLASH SEE 1'-4" 6" 2 HOLE - I I ELEVATION FOR SIZE 2'-1" ELEVATION FOR SIZE PAINT EDGES I I PLAS. LAMINATE 2 -1" LAS. LAMINATE TO MATCH I I ON 3/4" PLYWD. PLAS. LAMINATE ON ON 3/4" PLYWD. CLEAT P.LAM. 1 1 3/4" PLYWD. d- 3/4" PLYWOOD 1 1 1 1 u') 2 W/PLASTIC LAM. z � .1V 2 106-25-031 REVISION HANDICAP :- � 106-13-031 REVISION DRAWER/DOOR PULL DRAWER/DOOR PULL Z ACCESSIBLE SINK ATTACH TO SUPPORT Z (TYP.) Z � �, �P'� CK PANEL LEG AND FIELD FASTEN � 3/4 CONT. SHELF � � _ TO WORK SURFACE W 3/4" CONT. SHELF W J W N 2" RADIUS MIN. W 1 /2" PLYWOOD — -J/ BASE CABINET BEYOND CABINET BACKING (IF APPLICABLE) FIELD NOTCH SUPPORT z W LEG AROUND 0 + FI H.C. CLEARANCE L BASE IF REVD. 0 Z � >- W V 13 " -- ADJUSTABLE FOOT (BLACK) 2x4 NAILER (TYP.) 6" 11" 8" 6" 0 0 01 Lr) V J LL o Z MILLWORK SECTION (TYPICAL) � A9 4 MILLWORK SECTION( TYPICAL 6 A9.4 MILLWORK SECTION C� SINK TYPICAL 5 A9.4 MILLWORK - SECTION TYPICAL 0 J o 8 A9 4 SCALE: 1 = 1 -0 SCALE. 1' = V-0" = - SCALE: 1 1 0 _ _ SCALE: 1 1 0 Q � V 0 Z� V -' 00 Z CLOSET WIDTH LL Z 0 V.I.F. 0 cn w EASE FACE OF WALL LL Z BACK SPLASH SEE BEYOND Z Q 1„ HARDWOOD EDGE -OAK ELEVATION FOR SIZE 0Y" 4 PLYWD. 2 -1 " PLAS. LAMINATE ON (n COUNTER TOP PLAS. LAMINATE 3/4" PLYWD. HARDWOOD (4) 3/4 x16 W/PLASTIC LAM. A ON 3/4" PLYWD. 3' -6" DRAWING TITLE DRDWOO PLYWOOD P. LAM. SHELVING, N LAMINATE ALL SURFACES �- DRAWER PULL (TYP.) ADJUSTABLE z MILLWORK HEAVY DUTY N OAK TRIM MODESTY PANEL SECTIONS STANDARDS AND WD. BLOCKING WITH PLASTIC BRACKETS AT 16" w 1 /2" PLYWOOD LAMINATE O.C. MAX N CABINET BACKING N 4 CONT. BASE :- d- OPEN PER SCHEDULE JOB NUMBER 01032 3" SECTION ELEVATION 2x4 NAILER (TYP.) SHEET NUMBER CLOSET SHELVING ELEVATION(TYPICAL)COUNTER EDGE DETAIL (TYOICAL) 2 A9.4 MILLWORK SECTION (TYPICAL BASE) 1 A9.4 MILLWORK SECTION @ BILLING A1 4 A9.4 ._- SCALE. 1 ' - 1 ' 0" 3 A9.4 . = 1'-0" SCALE. 1 ' SCALE: 1" = 1'-0" SCALE: 1 = 1 -0 ..� "I'AlE z O U) 0 0 0-11 U- 0 w W w w 0z 0 z ON -AlE F-2 lrV V LU I ILL Un-)L_ TOILET ELEVATION, 1 A9.5 SCALE: 1 /2"=1 ' -0" TILE PER SCHEDI MOISTURE RESIST BOARD ON METAL TILE PER SCHEDi ON SETTING BED RECESS SLAB FC SHOWER RECEPTI 6 A9.5 DETAIL AT SHOWER SCALE: 3/4"= V-0" V l! V L_U I I L.L. Un-) I_ 2 A9.5 TO I LET ELEVATION SCALE: 1 /2"=1 '-0" 5' Im O I N 3 A9.5 TOILET ELEVATION, SCALE: 1 /2"=1 ' -0" NOTES: 1 ALL TOILETS AND NURSE STATION TO HAVE NURSE CALL. SEE ELECTRICAL DRAWING FOR WIRING AND ELECTRICAL NEEDS 2 WALL AND FLOOR TILES TO BE SELECTED BY OWNER SEE ALLOWANCE SCHEDULE. 3 SLAB AT SHOWER TO BE RECESS PER SHOWER RECE_PIOR REQUIREMENT. 4 PROVIDE WOOD BLOCKINGS BETWEEN STUDS AT ALL GRAB BAR AREA, SINK, A2 MIRROR, SOAP DISPENSER, AND BEHIND NURSE CALL BUTTOM FOR GRAB BAR AND FURNIS LNG I STAL TION . 5 ALL OILETS TO HAVE FLOOR DRAIN SEE PLUMBING DRAWING FOR LOCATIONS. e� 6" 100 ROOM NAME GRADE TWO BRAILLE SIGNAGE NOTES: s" 1. CENTER OF SIGN SHALL BE MOUNTED 5'-0" A.F.F. 2. ALL SIGNAGE SHALL COMPLY WITH ADA REQUIREMENTS. 3. COLOR OF SIGN TO BE SELECTED BY OWNER FROM FULL RANGE OF MANUFACTURER'S STANDARD COLORS. 4. VERIFY ROOM NAMES AND NUMBERS WITH OWNER PRIOR TO FABRICATION. 5. VERIFY SIGN LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 6. TEXT (CAPITAL LETTERS) TO BE 5/8" HIGH. 7 A9.5 REST ROOM SIGN DETAIL SCALE: 3"=1 ' -0" OAK WOOD TRIM - COLOR TO BE DETERMINE TOILET ROOM DESIG- NATION TO MATCH UNIVERSAL GENDER SYMBOL TOILET ACCESSORY SCHEDULE SYMBOL ACCESSORYDESCRIPTION MANF. MODEL NO. REMARKS SUPP BY INST BY O GRAB BAR BOBRICK B-6137 MOUNT 2'-10" A.F.F. GC GC 0 TOILET TISSUE DISP-2 ROLL BOBRICK B-2730 MOUNT 1'-10" A.F.F. GC GC OO PAPER TOWEL DISPENSER BOBRICK B-262 MOUNT 4'-6" A.F.F. GC GC ® SOAP DISPENSER BOBRICK B-4112 MOUNT 3'-4" A.F.F. GC GC Cil BARRIER FREE SHOWER RECEPTOR SWANSTONE OR EQUAL INSTALL PER ADA CODE GC GC © FRAMED MIRROR MOUNT PER ADA CODE GC GC a FLOOR OR WALL TILE PER SCHEDULE GC GC BO C OUT TOP 4'-6" A.F.F. GC GC 9 STAINLESS ST L SFJYLF Iv,GC GC R CAL ECTRICAI DRAWINGS GC GC PLUMBING INSUL UNDER LAVATORY COLOR: IVORY GC GC 12 REMOVABLE SHOWER HEAD BOBRICK MOUNT PER ADA CODE GC GC f=0 CONTROL AREA LOCATED PER ADA CODE ABBREVIATION LEGEND OW = OWNER SP = SUPPLIER (VENDOR) GC = GENERAL CONTRACTOR DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BY: ISSUE I DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C I01/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING G 107/17/031 MINOR REVISIONS H 108/15/031 MECHANICAL REVISION 2 I06-25-03I REVISION w W w z W W z W (DO > QJ 9 U > ILL O z O J .. U� Q ,o n zw U J OO z U.o 0 z �Q Ow W LL z z Q Q DRAWING TITLE TOILET PLAN ELEVATIONS AND DETAILS JOB NUMBER SHEET NUMBER 010321 z O U F- U) z O U O w 0 w co w I w O z CUSTOMER THESE DRAWING ARE PROVIDED TO ASSIST YOU IN PREPARING THE ROOM FOR INSTALLATION OF EQUIPMENT ACQUIRED FROM GE MEDICAL SYSTEMS, AND ARE NOT TO BE USED AS CONSTRUCTION DOCUMENTS. GE MEDICAL SYSTEMS RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS OR SPECIFICATIONS SHOWN AT ANYTIME WITHOUT NOTICE OR OBLIGATION, AND HEREBY DISCLAIMS RESPONSIBILITY FOR ANY DAMAGES RESULTING THEREFROM. ALL REQUIREMENTS FOR THIS EQUIPMENT ARE NOT NOTED ON THIS SHEET. IT IS SUGGESTED THAT THESE DRAWINGS BE REVIEWED BY QUALIFIED PROFESSIONALS WHO CAN ASSIST WITH MAKING DECISIONS REGARDING RADIATION CONTAINMENT, MAGNETIC FIELD CONTAINMENT, ELECTRICAL, STRUCTURAL AND MECHANICAL REQUIREMENTS. ALTHOUGH THE EQUIPMENT MAY BE INSTALLED IN AN EXISTING ROOM OF SIMILAR FUNCTION, REQUIREMENTS STILL NEED TO BE CHECKED. - SITE PROGRESS CHECKLIST - ❑ REVIEW EQUIPMENT ORDER FOR EXACT ITEMS PURCHASED. OPTIONAL/ — FUTURE ITEMS NOT ON ORDER MAY BE INDICATED ON THESE PLANS. ❑ ALL ROOM DIMENSIONS ARE CRITICAL! IMMEDIATELY CONTACT GE MEDICAL SYSTEMS IF CHANGES OCCUR OR DIMENSIONS ARE NOT CORRECT. ❑ CONTACT A RADIATION PHYSICIST OR CONSULTANT TO SPECIFY REQUIREMENTS FOR RADIATION CONTAINMENT. ❑ PROVIDE A LOCKABLE EQUIPMENT HOLDING AREA CLOSE TO THE INSTALLATION FOR STORING TOOLS AND TEST EQUIPMENT. ❑ MAKE SURE A DUST FREE, TEMPERATURE AND HUMIDITY CONTROLLED ENVIRONMENT IS AVAILABLE FOR STORING THE EQUIPMENT IF YOUR SITE IS NOT READY FOR INSTALLATION AT THE TIME OF DELIVERY. ONCE THE SITE IS PREPARED, YOU ARE THEN RESPONSIBLE FOR DELIVERING THE EQUIPMENT TO THE SITE. ❑ MAKE ARRANGEMENTS FOR ANY RIGGING, SPECIAL HANDLING, OR FACILITY MODIFICATIONS THAT MUST BE MADE IN ORDER FOR THE EQUIPMENT TO BE DELIVERED TO THE INSTALLATION SITE. IF DESIRED, YOUR LOCAL GE TEAM REPRESENTATIVE CAN SUPPLY A REFERENCE LIST OF RIGGERS. FOR ADDITIONAL lIVFORM,4 TION SEE DIRECTION 2152916 PREINSTALLA TION CHECKLIST C EQUIPMENT LAYOUT A > STRUCTURAL LAYOUT ST STRUCTURAL DETAILS S2 ELECTRICAL LAYOUT El ELECTRICAL SPECIFICATIONS E2 ELECTRICAL DETAILS Ej EQUIPMENT DETAILS DI THESE SHEETS ARE A DOCUMENT SET AND SHOULD NOT BE SEPARATED FACILITIES COORDINATOR I CONSTRUCTION COORDINATOR FACILITY PLANNING IS TO BE COMPLETED WELL IN ADVANCE OF EQUIPMENT DELIVERY. THESE DRAWINGS NEED TO BE REVIEWED FOR ELECTRICAL, STRUCTURAL AND MECHANICAL REQUIREMENTS AS WELL AS CONTAINMENT NEEDS (E.G. RADIATION, MAGNETIC FIELDS, RADIO FREQUENCY) TO DETERMINE ANY ADDITIONAL CONSTRUCTION REQUIREMENTS OR MODIFICATION TO THE FACILITY. - SITE PROGRESS CHECKLIST - ❑ MAKE SURE THE ROOM MEETS POWER AND GROUNDING REQUIREMENTS INDICATED IN THE EQUIPMENT SPECIFICATIONS AND SUGGESTED LAYOUT. ❑ THE FOLLOWING MUST BE INSTALLED PRIOR TO EQUIPMENT INSTALLATION AS DEPICTED ON THE ELECTRICAL PLAN (SHEET E1). ❑ A DEDICATED DIRECT —DISTANCE —DIALING, VOICE GRADE TELEPHONE LINE. ❑ EITHER A SEPARATE TELEPHONE DATA LINE OR NETWORK CONNECTION AS SHOWN ON SHEET E1. ❑ MAKE SURE ALL CONSTRUCTION WORK HAS BEEN COMPLETED BEFORE THE EQUIPMENT DELIVERY AND INSTALLATION BEGINS. ❑ MAKE SURE THE ROOM'S ENVIRONMENT IS CLEAN AND FREE OF DUST. ❑ IF REQUIRED, HAVE STAMPED ARCHITECTURAL PLANS ON SITE. ❑ PROVIDE AN ACCEPTABLE UNLOADING AREA WITH CLEAR ACCESS TO THE EQUIPMENT HOLDING AREA. COORDINATE DELIVERY ROUTE WITH YOUR LOCAL GE REPRESENTATIVE. ❑ ON NEW CONSTRUCTION, MAKE SURE THERE ARE CLEAN REST ROOMS, POWER FOR DRILLS AND OTHER TEST EQUIPMENT, AND THE CAPABILITY FOR FILM DEVELOPMENT. ❑ PROVIDE FOR REFUSE REMOVAL AND DISPOSAL. (E.G. CRATES, CARTONS, PACKING) ❑ PROVIDE INSTALLER WITH PARKING CLOSE TO THE INSTALLATION SITE. ❑ MAKE SURE ALL NATIONAL, STATE AND LOCAL CODES ARE MET. ❑ ALL REQUIRED PERMITS ARE OBTAINED. ❑ WHERE REQUIRED, SEISMIC DOCUMENTATION MUST BE AVAILABLE TO THE INSTALLERS. POWER IS CRITICAL FOR EQUIPMENT OPERATION. IF POWER SPECIFICATIONS ARE NOT UPHELD, THE UNIT MAY NOT MEET MANUFACTURER'S SPECIFICATIONS. MEETING CRITICAL POWER REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER/CUSTOMER AND THEIR ELECTRICIAN. ANY DEVIATION FROM THESE DRAWINGS MUST BE COMMUNICATED IN WRITING TO, AND REVIEWED BY YOUR LOCAL GE MEDICAL SYSTEMS SERVICE REPRESENTATIVE PRIOR TO MAKING CHANGES. - SITE PROGRESS CHECKLIST - ❑ MAKE SURE THE SUPPORT STRUCTURES FOR WALL, CEILING, AND FLOOR MOUNTED EQUIPMENT HAVE BEEN INSTALLED ACCORDING TO THE LAYOUT. REQUIRED NUTS, BOLTS, ANCHORS, AND OTHER HARDWARE SHOULD BE AVAILABLE ON SITE. ❑ HAVE CEILINGS, WALLS AND FLOORS FINISHED AND PAINTED, EXCEPT AS REQUIRED BY THE LOCAL INSTALLATION TEAM. (YOUR LOCAL GE TEAM WILL PROVIDE YOU WITH THIS INFORMATION.) ❑ MAKE SURE HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND LIGHTING ARE INSTALLED AND WORKING PROPERLY. ❑ HAVE BASEPLATES INSTALLED ACCORDING TO THE SUGGESTED LAYOUT. (GE WILL ASSIST YOU WITH THIS.) ❑ MAKE SURE THAT ALL WIRES, JUNCTION BOXES, ACCESS FLOORING, RACEWAYS AND CONDUIT HAVE BEEN INSTALLED WITH THE PROPER COVERS, SCREWS AND CHASE NIPPLES ACCORDING TO THE SUGGESTED LAYOUTS. THE FOLLOWING SPECIFICATIONS MUST BE MET: ❑ 10 FOOT PIGTAILS AT ALL JUNCTION POINTS. ❑ NO ALUMINUM OR SOLID WIRES. ❑ ALL WIRING MUST BE THHN OR TFFN STRANDED COPPER THERMOPLASTIC 600 VOLT OR EQUIVALENT, UNLESS OTHERWISE STATED. ❑ GROUNDING IS CRITICAL TO EQUIPMENT FUNCTION AND PATIENT SAFETY. SITE MUST CONFORM TO WIRING SPECIFICATIONS SHOWN ON PLAN. z F- Z U: Q.WU,Od � W J W Lai W I¢omz Z crOZ0OU U o�ZQ o Z wQ W moO� O � w�L'i U Ld o�mJ¢F o? a V�SZW� zW w W/rnn � V / �W>w>O? ^ p~ZWQ.>- w I— LL o- W t= � 2a�LL w v,ZQz�ZF W � OQQom a � ?wn Q a ¢c~i-'o F)o V) m_ FaF-Vm¢ Q Z �o O � � � o �- O �- `� U o ® Q �- o C),- C z O cU) w J 0 U w U0 Z 0 PROJECT REVISION 030863 00 DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 REVISION HISTORY: SHEEP c I r- GE EQUIPMENT LISTING EQUIPMENT ON ORDER FROM GE MEDICAL SYSTEMS, INSTALLED BY GE MEDICAL EQUIPMENT CROSS SYSTEMS, PER F.D.O. 970-57718 DATED 04-29-03 REFERENCE CHART P = PREAPPROVAL NOTE: LOCAL CONDITIONS MAY DICTATE THAT ITEMS IDENTIFIED IN THIS CATEGORY SEISMIC C = CALCULATIONS/ BE INSTALLED BY OTHERS. STATUS PENDING APPROVAL S = SPECIFICATIONS ONLY ITEM QUANTITY ORDERED REFER TO SHEET V NO. * ITEM DESCRIPTION WEIGHT HEAT OUTPUT DETAIL O STRC ELEC PLAN PLAN ( - EXISTING/REINSTALL) NO O1 3 PATIENT P❑SITI❑NING LASER LIGHT 39 Lb!.- B79 CL2 S 97 O2 1 GAMMEX LASER LIGHT DESKTOP CONTROL CLC — O3 1 POWER DISTRIBUTION UNIT 800 Lbs 3412 btu B7996L PM C �4 1 OPERATOR'S CONSOLE / COMPUTER 661 Lb!.- 4505 btu B7996K ❑C S O5 1 OPERATOR'S CHAIR — © 1 CT HiSpeecl ADVANTAGE CT/I GANTRY 3750 Lb!-- 24402 btu B799GE B79 CTT C B 7 9 9 6 G 9 6 H B7996B B7996D O7 1 PATIENT TABLE WITH EXTENDED TABLE 1179 Lb!-- 682 btu — TOP, THE FOLLOWING ITEMS, WHICH HAVE BEEN ORDERED FROM GE MEDICAL SYSTEMS, ARE TO BE INSTALLED BY THE CUSTOMER OR HIS CONTRACTOR. r- ANCILLARY ITEMS CUSTOMER/CONTRACTOR SUPPLIED AND INSTALLED ITEMS ITEM NO. ITEM DESCRIPTION (* INDICATES EXISTING) ❑ 6o COUNTER TOP WITH BASE AND WALL CABINETS 61 COUNTER TOP FOR EQUIPMENT 62 LEAD GLASS WINDOW 63 MINIMUM DOOR ❑PENING FOR EQUIPMENT DELIVERY IS 44 IN. W x 83 IN. HEI 1 18mm x 21 0ammi , CONTINGENT ❑N A 96 IN, E 2438r m3 CORRIDOR WIDTH THE FOLLOWING ITEMS ARE AVAILABLE FROM THE GE MEDICAL SYSTEMS SERVICE DEPARTMENT. CONTACT YOUR LOCAL GE MEDICAL SYSTEMS SERVICE REPRESENTATIVE FOR PRICING AND AVAILABILITY. ®0 MAIN DISCONNECT CONTROL GEMS CAT.NO E4502AD 90 L los. , SEE DETAIL R4502AD. GENERAL SPECIFICATIONS o THE REQUIRED CEILING HEIGHT INDICATED ON THESE PLANS IS TO ENSURE EQUIPMENT FUNCTION IS NOT INHIBITED. CONSULT WITH YOUR LOCAL GEMS INSTALLATION SPECIALIST REGARDING ACCEPTABILITY OF OTHER CEILING HEIGHTS. o CHECK ALL DOOR OPENINGS AND HALLWAYS FROM DELIVERY LOCATION TO WHERE EQUIPMENT IS TO BE INSTALLED TO ENSURE THE ROUTE PHYSICALLY AND STRUCTURALLY WILL ACCOMODATE THE EQUIPMENT AS SHIPPED. o RADIATION PROTECTION REQUIREMENTS ARE NOT INDICATED ON THIS PLAN. WHERE NEEDED PER NATIONAL OR LOCAL CODE THEY SHALL BE SPECIFIED BY A QUALIFIED RADIOLOGICAL PHYSICIST. o THE DEVELOPMENT OF THE EQUIPMENT LAYOUT, ROOM DIMENSIONS, MECHANICAL AND v ELECTRICAL SUGGESTIONS IS PREDICATED UPON THE BEST INFORMATION OBTAINABLE (D FROM THE SITE, COUPLED WITH THE CUSTOMER'S KNOWN DESIRES. ARCHITECTURAL OR D ELECTRICAL CHANGES INCLUDING RELOCATION OF EQUIPMENT ILLUSTRATED ON THIS CD DRAWING IS ALLOWED ONLY WITH NOTIFICATION, IN WRITING, AND REVIEW BY GEMS o SERVICE DEPARTMENT. EQUIPMENT OPERATION, SERVICEABILITY, AND RESTRICTING CABLE LENGTHS, ETC., MAKE THIS ESSENTIAL FOR A PROPER INSTALLATION. GEMS RESERVES o THE RIGHT TO MAKE ON THE JOB CHANGES BECAUSE OF CUSTOMER REQUIREMENTS z AND/OR OBSTACLES IN CONSTRUCTION, ETC.. c- o ALL WORK TO BE IN COMPLIANCE WITH NA11ONAL AND LOCAL BUILDING SAFETY CODES. U o DIMENSIONS ARE TO FINISHED SURFACES OF ROOM c 0 SITE ENVIRONMENT SPECIFICATIONS o AMBIENT OPERATING TEMPERATURE: 60' TO 75' F 16' TO 24' C) MAXIMUM m ALLOWABLE TEMPERATURE CHANGE OF 5' F (3' G�)AOUR, MAXIMUM ROOM TEMPERATURE GRADIENT 5-F, (3- C). o HUMIDITY: 3Q TO 60 PERCENT NON -CONDENSING, MAXIMUM ALLOWABLE CHANGE OF 5 PERCENT/HOUR. 0 o ALTITUDE: NOT TO EXCEED 10,000 FT. (3050M) ABOVE SEA LEVEL. o THE ENVIRONMENT FOR THE ELECTRONICS CABINET MUST BE CONTROLLED SO THE ABOVE RESTRICTIONS ARE NOT EXCEEDED. o DO NOT RESTRICT THE AIR INTAKE OR AIR EXHAUST OF THE SYSTEM COMPONENTS. o ENVIRONMENTAL CONDITIONS LISTED ABOVE MUST BE MAINTAINED AT ALL TIMES INCLUDING FOR EXAMPLE OVERNIGHT, WEEKENDS, AND HOLIDAYS. MAGNETIC INTERFERENCE SPECIFICATIONS o CT GANTRY MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN ONE GAUSS TO GUARANTEE SPECIFIED IMAGING PERFORMANCE. AMBIENT AC MAGNETIC FIELDS MUST BE BELOW 0.01 GAUSS PEAK. o CT COMPUTER EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN TEN GAUSS TO GUARANTEE DATA INTEGRITY. o MULTIFORMAT CAMERA EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN THREE GAUSS TO OBTAIN SPECIFIED GEOMETRIC LINEARITY. o CT CONSOLE EQUIPMENT MUST BE LOCATED IN AMBIENT STATIC MAGNETIC FIELDS OF LESS THAN TEN GAUSS TO OBTAIN SPECIFIED GEOMETRIC LINEARITY. THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET Cl AND SHOULD NOT BE SEPARATED yco 0 0 cn U i7 O E3 = ai O 3 w� Cl- Ul DL Cy W Q w U uj:ol- a i-- V) uj QOo]Z U ® c iozOU F U O O ZO Q Ld < � g p U •o WJQ� C�jQj--� =L" �--- OOwwpw W U Zm.�Q O� ® J W o U of O m O W V)w 0=13f �J V! O w O w w (wWlw-0Q W W a- m< = 0:�C.Cfo p~ZWd}- —1 W <azo¢ I— :3 =CALL.. UF"5� W Q Z w Z J _ J ZVUoi¢QVOvm—i V)oa-<:Da- O E=-a?�aLLI V J Z Q 0 V J (z 0 0 ry Q 0 Q 0 < Lei J 0 v C) C 0 0- 0 PROJECT REVISION 030863 00 DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 REVISION HISTORY: y E- 0 C) C6 �Y O) n O L O J4-'J Z W a- LL, ZmJLL.LLl � 22 L", < �¢)Mz j0Z0U w O O OZ d d ZQ F- � V) o 0 0 •_ JQ� O W C�Q� 2W LLJ LLJ LLJ Z OMW�OW W U ZZmJQ� 03:MZWFZ J /'°'� LL W f-VOmOW W w�L4i0=[r ::D /tom.. CDC-) w CV J COOS LJ 0< W > O� WX?QO pi§ZWCL}- W -� Z C Q cn< p0 cnWaft: W V)Q Qv)- Z Z J zow-i m Q QLr- U Q O 0 ¢ H W O EE QZF-QM i -cG F-- Oho V J LL O Q Q ry z < o w U W U C O ry � O PROJECT REVISION 030863 00 DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 REVISION HISTORY: SHEEP D1 STRUCTURAL SUPPORT METHODS CUSTOMER/CONTRACTOR SUPPLIED AND INSTALLED ITEMS ITEM NO. ITEM DESCRIPTION 11 (* INDICATES EXISTING) ❑1 UNISTRUT OR EQUIVALENT SUPPORTS FOR FASTENING THE STEEL BACKING PLATE. SUPPORT TO BE LOCATED AS SHOWN. SUPPORT SHOULD RUN C❑NTINUOUS WITH NO FITTINGS EXTENDING BELOW FACE OF UNISTRUT CHANNEL, BE PARALLEL, SQUARE, AND IN THE SAME HORIZONTAL PLANE, ABOVE FINISHED CEILING. METHODS OF SUPPORT THAT WILL PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH DOLTS IN CONCRETE CONSTRUCTION SHOULD BE FAVORED, DONUT USE SCREW ANCHORS IN DIRECTTENSION, 15' 1381mm7 W x 54' E 1397mm7 L x 3/8' E lOmmJ THICK METAL PLATE PROVIDED BY THE CUSTOMER OR CONTRACT LOCATE MINIMUM 3.5' E178mml ABOVE FINISHED CEILING FOR FLUSH INSTALLATIONS. FOR SURFACE MOUNT, LOCATE CEILING PLATE FLUSH WITH FINISHED CEILING OR 1' E25mm7 BELOW FINISHED CEILING. SEE DETAIL B7997 ON SHEET S2. SOME CEILING MODIFICATIONS MAY BE NECESSARY FOR LASERLIGHT INSTALLATION. [2 SUPPORT BACKING, LOCATE AS SHOWN, REFER TO ELEVATION DETAIL S48, SUPPORTS MUST SPAN EITHER THREE WOOD STUDS OR FOUR STEEL STUDS. 1 5' E 381 mml W x 54' E 1 372mm7 L x 3/8' < 1 O> THICK METAL BACKING PLATE FOR PATIENT P❑SITI❑NING LIGHT. LASER LIGHT MOUNTS DIRECTLY TO THE METAL MOUNTING PLATE, DO NOT COVER METAL PLATE WITH DRYWALL OR FINISHED WALL. ❑3 LEVELING AREA FOR GANTRY AND TABLE SEE DETAIL B79-96H ON SHEET S2. a STRUCTURAL NOTES o ALL STEEL WORK AND PARTS NECESSARY TO SUPPORT CEILING MOUNTED EQUIPMENT IS TO BE SUPPLIED BY THE CUSTOMER OR HIS CONTRACTORS. o METHODS OF SUPPORT FOR THE STEELWORK THAT WILL PERMIT ATTACHMENT TO STRUCTURAL STEEL OR THROUGH BOLTS IN CONCRETE CONSTRUCTION SHOULD BE FAVORED. DO NOT USE CONCRETE OR MASONRY ANCHORS IN DIRECT TENSION. o ALL UNITS THAT ARE WALL MOUNTED OR WALL SUPPORTED ARE TO BE PROVIDED WITH SUPPORTS WHERE NECESSARY. WALL SUPPORTS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER OR HIS CONTRACTORS. SEE PLAN AND DETAIL SHEETS FOR SUGGESTED LOCATIONS AND MOUNTING HOLE LOCATIONS. o ALL CEILING MOUNTED FIXTURES AIR V NTS SPRINKLERS, ETC. TO BE FLUSH MOUNTED, OR SHALL NOT EXTEND MORE TW 14° BELOW THE FINISHED CEILING. o FLOOR SLABS ON WHICH EQUIPMENT IS TO BE INSTALLED MUST BE LEVEL TO 1/8" in 10'-0" o DIMENSIONS ARE TO FINISHED SURFACES OF ROOM. THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET Cl AND SHOULD NOT BE SEPARATED a LE V) 0 0 U c O E3 -j E_ 4 � Y ` O 3 or H Z Uj w :2 Z or- (I- wV)0Q- �MJLL-W O w Q U V)QD�a F- OZ V V) 0 m H Q O 0 Z O OOZE MM - m¢wLO� ._ _j < U WJQ� O (,�� _� w � :' (�/ L.L� U O0LWw�W zz_mJQ~ o�Q��z U = Z W ® � J �Q�w'sv7i W W F-VOmOW WFF-LI ��2E (� n V J V LLIW�HIwQ O V' O(nWWa-Q x w o�gwILz w Cl- azz4 }- ma�gUO W VnLMF-:Drr V)QzWZ- z0¢¢vui = J QQ (n Q UQ0 0 �o¢F-� � uj f-¢?F-Qaf, V / 0 0270 � [--- 0 L - 0 Iz 0 0 Q v) �t F- F-- 0 U w U C O PROJECT REVISION 030863 00 DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 e SUPPORT DETAIL PATIENT POSITIONING LIGHT CEILING SUPPORT CEILING STRUCTURE MINIMUM 3.5" [89mm] FOR N, FLUSH INSTALLATION f I FINISHED CEILING J STRUCTURE 1.5" [40mm] —7r 1.5" [40mm] LASER B79 -97 REV. DATE: 03/24/03 UNISTRUT (NOT BY GE) 15"x 54"x .375" [381 mm x 1372mm x 10mm] STEEL PLATE (NOT BY GE) I— OPENING IN FINISHED CEILING PROVIDED BY I I I I I CONTRACTOR UPON COMPLETION OF LASER I I INSTALLATION I I i I FOR FLUSH MOUNTING i CEILING MUST CONTAIN ACCESS ADJACENT TO LASER FOR SERVICE DRAWING NOT TO SCALE THIS SHEET- IS PART OF THE DOCUMENT SET LISTED ON SHEET Cl AND SHOULD NOT BE SEPARATED N O n 0 O O z U V) c 0 a V) F F- 0 RE0 U 22, -03 c) n- o C) o zN w� �z �� CLWU)oa S:JI-W O W Q U �If � Q 0 W Z cn o °o a �OZOU L.L.J U p U O W g`twDO:� J (np UO •— wJQf— � C�{Q� p- c) t+J Z � F— rwyODWWpW zC�m<Qf— V Z ® U3:Szwp= lal J W• ' O—<,O rW iw- n-- 12 Oww~vicn /'� wUO,< V / p~ZWaLli�- Li1=��zo¢ 1— }p- ma=�R0W zE- W } �Q�Z _ bi goQ=om 00 Q wQw�-ip 0 (f) 0 FF-- (n ►_ HQz QLLJ W' V Q O V / z0 Iy O o Q >— �- ry O� w � CLLJ U C z0 PROJECT REVISION 030863 00 DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 REVISION HISTORY: SCALE: 1 /4" — 1 ' —0 FINISHED FINISHED FINISHED CEILING FINISHED FINISHED CEILING FINISHED FLO FINISHED CEILING FINISHED FINISHED CEILII FINISHED FLO TRENCH DUCT CL1 N CLC I I ILA I OC I I 1 1 I 12" x 3" TRENCH DUCT FINISHED CEILI FINISHED FLO ELECTRICAL PLAN ELECTRICAL OUTLET LEGEND CUSTOMER CONTRACTOR SUPPLIED AND INSTALLED ITEMS. ((j) DUPLEX HOSPITAL GRADE, DEDICATED OUTLET I j 12D-V, SINGLE PHASE POWER Q DEDICATED TELEPHONE LINES)) (SEE ELECTRICAL DETAIL ELEC-1 OR ELEC-67) NETWORK OUTLET (SEE ELECTRICAL DETAILS ELEC-83 AND ELEC-84 OR ELEC-87) 1 12" x 3" o TRENCH DUCT I t� Lo I N 0'-6" J ONE CND. AS REQ'D. TO BOX EXISTING CEILING HEIGHT — 10'-0 DUCT HATCHING LEGEND JUNCTION POINT NOTES IUIZA ABOVE CEILING DUCT o ALL JUNCTION BOXES, CONDUIT, DUCT, DUCT DIVIDERS, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY CUSTOMERS ELECTRICAL CONTRACTOR. L���� UNDER FLOOR DUCT o CONDUIT AND DUCT RUNS SHALL HAVE SWEEP RADIUS BENDS o CONDUITS AND DUCT ABOVE CEILING OR BELOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR TRENCH DUCT (FLUSH FLOOR) FLOOR AS POSSIBLE TO REDUCE RUN LENGTH. o ALL DUCTWORK MUST MEET THE FOLLOWING REQUIREMENTS: SURFACE FLOOR DUCT 1. DUCTWORK SHALL BE METAL WITH DIVIDERS AND HAVE REMOVABLE, ACCESSIBLE COVERS. 2. DUCTWORK SHALL BE CERTIFIED/RATED FOR ELECTRICAL POWER PURPOSES. -------- ABOVE CEILING CONDUIT 3. DUCTWORK SHALL BE ELECTRICALLY AND MECHANICALLY BONDED TOGETHER IN AN APPROVED MANNER. 4. PVC AS A SUBSTITUTE MUST BE USED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. -••-••- BELOW FLOOR CONDUIT o MR MAGNET ROOMS REQUIRE THAT ALL DUCTWORK, DIVIDERS, ACCESS FLOORING BE NON-FERROUS METAL TYPE. 7'-1" 1'-10" CONTROL ROOM I ONE 1" CND. I /- TO BOX CLO -------------- - _nD 1 x 3 D ............................................. r:c:•rr:•i:(i•r:(i•r:': c:•.:•i:-ti:i•ii:{i{i•i:•i:•i:•i:•:i• •i:i•i: ..........................................................................................:::::: � TRENCH 1 OTT1�1 ONE 1" CND. TO BOX 0'-6" OC L_J Tl - - .......................... .............. L 00 SEO CT SCAN ROOM A I CL2 - ' E 0'-0" 7'-2" ,_j ��`�ONE 1 " CND. ONE 1/2" CND. TO BOX � ncL3 1 — 6'-8" 10'-l" ONE CND. AS REQ'D. FLORIDA ELECTRICAL NOTES GROUNDING ALL EQUIPMENT MUST HAVE REDUNDANT GROUNDING PROVIDED BY THE ELECTRICAL CONTRACTOR. ALL NIPPLES REQUIRE GROUND STUDS. ALL DUCT WORK REQUIRES GROUND JUMPERS AT ALL JOINTS. ALL GE CABINETS MUST BE CONNECTED TO THE DUCT OR JUNCTION BOXES WITH DIRECT BONDING OR JUMPER WIRES. OVERHEAD TUBE OR TV MONITORS MUST HAVE A GROUND WIRE FROM THE DUCT OR JUNCTION BOX TO THE TV MONITOR OR X-RAY TUBE UNIT. THE ELECTRICAL CONTRACTOR MUST PROVIDE THE GROUND CONDUCTORS. SEPARATIONS ALL CABLES MUST BE SEPARATED BY VOLTAGE MARKED ON CABLES AND BY CLASS FROM OTHER CABLES. DUCT DIVIDERS AND PROPER CROSS OVER TUNNELS MUST BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL DIGITAL WIRING, POWER, BUSS CABLES AND COAXIAL CABLES MUST BE KEPT IN SEPARATE DUCT COMPARTMENTS FOR THEIR ENTIRE RUN. THE TERMINATION POINTS OF MONITORS, VCR's ETC. REQUIRE SEPARATE JUNCTION BOXES AND COVERPLATES FOR POWER AND VIDEO WITH BLANK COVERPLATES PROVIDED BY THE ELECTRICAL CONTRACTOR. INDIVIDUAL CONDUIT RUNS ARE SUGGESTED WHEN POSSIBLE IN PLACE OF DUCT RUNS. Mm CONVENIENCE OUTLET IN MAGNET ROOM MUST BE FOR SERVICE ONLY PER AHCA REQUIREMENTS. LOCATED AT 5'-0" A.F.F. AND MARKED 'FOR SERVICE ONLY' OR AS DIRECTED BY LATEST AHCA REQUIREMENTS. 1 • --- TO 120-V, SINGLE 0 POWER. ONE 1/2" CND. CONDUIT AS REQUIRED TO BOX FEEDER TABLE — CT HiSpeed Advantage RP, CT/i o CALCULATIONS BASED UPON NOMINAL VOLTAGE, WIRE SIZE IN AWG. o RECOMMENDED FEEDER SIZES FROM DISTRIBUTION TRANS. TO POWER DISTRIBUTION UNIT. o THE GROUNDING CONDUCTOR ( ) WILL BE A 1/0 MINIMUM OR SAME SIZE AS THE POWER FEEDER WHICH EVER IS LARGER. THIS GROUND WILL RUN FROM THE EQUIPMENT BACK TO THE FACILITY POWER SOURCE/MAIN GROUNDING POINT AND ALWAYS TRAVEL IN THE SAME CONDUIT WITH THE FEEDERS AND NEUTRAL o IF THE GENERAL ELECTRIC EQUIPMENT IS BEING FED BY A DELTA SECONDARY, IT IS RECOMMENDED THAT THE B PHASE ON THE SECONDARY BE CONNECTED TO GROUND TO PREVENT DAMAGE TO THE SYSTEM. o NEUTRAL MUST BE TERMINATED PRIOR TO OR INSIDE THE MAIN DISCONNECT PANEL AND NOT BROUGHT INTO THE POWER DSTRIBUTION UNIT. o FOR A FULL SYSTEM UPS REFER TO ELECTRICAL DETAILS FOR UPS FEEDER WIRES. RUN LENGTH POWER SUPPLY VOLTAGE IN FEET 350-410 368-432 386-454 405-475 423-497 442-518 380 400 420 440 460 460 50 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/0) 100 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/0) 150 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/0) 200 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 3 (1/0) 3 (1/0) 250 1/0 (1/0) 1 (1/0) 1 (1/0) 2 (1/0) 2 (1/0) 2 (1/0) 300 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) 1 (1/0) 1 (1/0) 2 (1/0) 350 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) 1 (1/0) 1 (1/0) 400 2/0 (2/0) 2/0 (2/0) 1/0 (1/0) 1/0 (1/0) 1 (1/0) 1 (1/0) REV. DATE: 09/12/02 DRAWN BY: Eric J. Barnet OCTEL NO: 204498 INSTALLATION SPEC: DAN PRUENT TELEPHONE NO: (352) 242-0561 JUNCTION POINT DESCRIPTIONS POINT THE INSTALLED FOLLOWING MATERIALS ARE TO BE SUPPLIED AND BY THE CUSTOMER'S ELECTRICAL CONTRACTOR DESCRIPTION QTY. HARDWARE DETAIL NO., SHT. E3 Al MAIN DISCONNECT 1 90 AMP FUSED DISC❑NNECT AND ELEC-35 W AVAILABLE FROM MAGNETIC CONTACTOR GEMS, CALLi 800-558-5102 GEMS CAT,NO.E4502AD EXTENSI❑N 2 OR 'SEO' PUSHBUTTON AND LOCAL INSTALLATION COVER INCLUDED SPECIALIST CL1 PATIENT POSITIONING 1 C❑VERPLATE ELEC-8 LASER LIGHT 1 4 X 4 X 4 IN. BOX 1 1 IN. DIA. CHASE NIPPLE CL2 PATIENT POSITIONING 1 COVERPLATE ELEC-8 LASER LIGHT 1 4 X 4 X 4 IN. BOX 1 1 IN. DIA. CHASE NIPPLE Cl 3 PATIENT POSITI❑NING 1 C❑VERPLATE ELEC-8 LASER LIGHT 1 4 X 4 X 4 IN. BOX 1 1 IN. DIA. CHASE NIPPLE CLC PATIENT POSITIONING 1 C❑VERPLATE ELEC-8 LASER LIGHT 1 6 X 6 X 4 IN. BOX CONTROL CONSOLE 1 1 IN. DIA. CHASE NIPPLE CTT CT SCANNER 3 3 1/2 IN. DIA. CHASE NIPPLES ELEC-25 ❑C OPERATORS CONSOLE 2 3 1/2 IN. DIA. CHASE NIPPLE ELEC-25 PM POWER DISTRIBUTION 2 2 1/2 IN. DIA. CHASE NIPPLE ELEC-22 UNIT 1 12 X 16 X 4 IN. BOX ELEC-25 4 2 IN. 90 DEGREE CONNECTOR 1 SPLIT C❑VERPLATE 2 6 FT. LENGTH OF 2 IN. FLEXIBLE METAL C❑NDUIT 1 6 FT. LENGTH OF 1/2 IN. FLEXIBLE METAL CONDUIT 2 SUITABLE CONNECTORS 1 3 1/2 IN. DIA. CHASE NIPPLE SE❑ EMERGENCY OFF 1 SINGLE GANG 2 1/8 IN. DEEP FLUSH ELEC-16 MOUNTED JUNCTION BOX. WL WARNING LIGHT 1 mE4500AM WARNING LIGHT ELEC-72 24V CONTROL OR EQUIVALENT wE4500AL OR E4500AM 1 X-RAY ❑N' INCANDESCENT LI.GHT AVAILABLE FROM FIXTURE - D❑ NOT USE FLUORESCENT GEMSG, CALL, FIXTURES. 800-558-5102 1 SINGLE GANG BOX EXTENSION 2 1 C❑VERPLATE el CONTRACTOR SUPPLIED AND INSTALLED WIRING ELECTRICAL CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUN, FROM - TO QUANTITY, WIRE SIZE/COLOR Al > SE❑ 1-N❑. 14 BLACK, 1-NO.14 WHITE, 1-NO. 14 GREEN Al > PM 3-BLACK, 1 GREEN - REFER TO FEEDER TABLE 480-V > Al 3 BLACK, 1 WHITE, 1 GREEN - REFER TO FEEDER TABLE WL > 120-V 1-BLACK, 1-WHITE, 1-GREEN - <SIZE AS REQUIRED) PM > WL 1-N❑. 14 BLACK, 1-N❑. 14 WHITE THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET Cl AND SHOULD NOT BE SEPARATED y � 0 U 6 n O V) D uopO 3 w� m Z afL_ a_WV)Oa_ 5:2JLiw �wQ U Wz LoQ m O wQ -WZ 1n O CJ] Z En O Z O U UpOZQ LuZI- Lu a La 0 Cnm00 •_ Ww \ L{ iwZ i'a Q U z�m�Q� U FEQ��Z r1/ U�=Zw� L� J W Oo O m ow fJ L/�0_ L O LJ (nIWi0=W' W LF-WI- ^ U Lvi W C.9J�pWW W-- CnW�I o< _ 0 '2 W O (n > Q W W W —0- z00 F a- 0- Wp: a:f oDQL0mUO =0-OLL 5� L I QZq� r C� = t�- �z0<�0[O Q a-Q~0- O =Z OUw a 1-Q?F Q� V ) Q z�� 0 � z O 0 __j Lj_ U ,: Q 0 LL LI_ CD v Q 0 J0J F_ U LLJ U o z 0_ PROJECT REVISION 030863 00 DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 REVISION HISTORY: POWER SPECIFICATIONS CT HiSpeed Advantage RP, CT/i, (REV. DATE 09/26/00) VOLTAGE PRIMARY SOURCE IS REQUIRED FOR ALL INSTALLATIONS. RANGE OF LINE VOLTAGES: NOMINAL LINE VOLTAGE OF 380 TO 480, 3 PHASE, 50 OR 60 Hz. RECOMMENDED POWER SUPPLY: DELTA OR WYE. MAXIMUM DAILY VOLTAGE VARIATION MUST FALL WITHIN ONE OF THE RANGES IN TABLE A. TABLE A ALLOWABLE INPUT VOLTAGES/ CURRENT DEMAND NOMINAL VOLTAGE ABSOLUTE RANGE CURRENT (AMPS) MINIMUM STANDARD OPROTECIONT PROTECTION MOMENTARY CONTINUOUS 380 350-410 137 30 110-A 400 368-432 130 29 110-A 420 386-454 125 28 100-A 440 405-475 118 26 100-A 460 423-497 113 25 90-A 480 442-518 108 24 90-A (ALL CALCULATIONS BASED UPON NOMINAL VOLTAGE) PHASE- PHASE -TO -PHASE VOLTAGES MUST BE WITHIN +2 PERCENT OF BALANCE. THE LOWEST PHASE -TO -PHASE VOLTAGE. MAXIMUM ALLOWABLE TRANSIENT VOLTAGE EXCURSIONS ARE 2.5 PERCENT OF RATED LINE VOLTAGE AT A MAXIMUM DURATION OF 1 CYCLE AND FREQUENCY OF 10 TIMES PER HOUR. VOLTAGE TRANSIENT OR IMPULSE ON THE INCOMING POWER MUST BE FIELD TO A MINIMUM. TRANSIENTS CAUSED BY LIGHTNING, SURGES, LOAD SWITCHING, STATIC ELECTRICITY ETC. CAN CAUSE SCAN ABORTS OR, IN EXTREME INSTANCES, COMPONENT FAILURE IN THE COMPUTER SUBSYSTEM. POWER DEMAND TABLE B MAXIMUM MOMENTARY POWER DEMAND. DISTRIBUTION TRANSFORMER CONTINUOUS POWER DEMAND = 20 KVA (MAX DEMAND = 90 KVA) DEMAND CT HiSpeed kVa * 90 POWER FACTOR AT 0.85 * DEMAND INCLUDES POWER FOR ENTIRE CT SYSTEM. LINE VOLTAGE REGULATION AT MAXIMUM POWER DEMAND MUST BE LESS THAN OR EQUAL TO 6 PERCENT. FOR A SINGLE UNIT INSTALLATION, THE MINIMUM TRANSFORMER SIZE IS 112.5 KVA. GE DOES NOT RECOMMEND USING A REGULATION DEVICE. NOTE: THE CT SYSTEM MUST NOT BE POWERED IN A MULTIPLE INSTALLATION WHERE FILM CHANGERS ARE USED. FILM CHANGERS UTILIZE A LARGE NUMBER OF HIGH POWERED CLOSELY SPACED EXPOSURES WHICH MAY COINCIDE WITH THE CT SCAN. ELECTRICAL NOTES NOTE 1: ALL WIRES SPECIFIED SHALL BE STRANDED, FLEXIBLE, THERMO-PLASTIC, COLOR CODED, COPPER ONLY, CUT 10 FOOT LONG AT OUTLET BOXES, DUCT TERMINATION POINTS OR STUBBED CONDUIT ENDS, UNLESS OTHERWISE SPECIFIED. ALL CONDUCTORS, POWER, SIGNAL AND GROUND, MUST BE RUN IN CONDUIT OR DUCT SYSTEM. ELECTRICAL CONTRACTOR SHALL RING OUT AND TAG ALL WIRES AT BOTH ENDS. WIRE RUNS MUST BE CONTINUOUS COPPER AND FREE FROM SPLICES. NOTE 2. WIRE SIZES GIVEN ARE FOR USE OF EQUIPMENT. LARGER SIZES MAY BE REQUIRED BY LOCAL CODES. NOTE 3: IT IS RECOMMENDED THAT ALL WIRES BE COLOR CODED, AS REQUIRED IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 4: CONDUIT SIZES SHALL BE VERIFIED BY THE ARCHITECT, ELECTRICAL ENGINEER OR CONTRACTOR, IN ACCORDANCE WITH LOCAL OR NATIONAL CODES. NOTE 5: CONVENIENCE OUTLETS ARE NOT ILLUSTRATED. THEIR NUMBER AND LOCATION ARE TO BE SPECIFIED BY OTHERS. LOCATE AT LEAST ONE CONVENIENCE OUTLET CLOSE TO THE SYSTEM CONTROL, THE POWER DISTRITBUTION UNIT AND ONE ON EACH WALL OF THE PROCEDURE ROOM. USE HOSPITAL APPROVED OUTLET OR EQUIVALENT. NOTE 6: GENERAL ROOM ILLUMINATION IS NOT ILLUSTRATED. CAUTION SHOULD BE TAKEN TO AVOID EXCESSIVE HEAT FROM OVERHEAD SPOTLIGHTS. DAMAGE CAN OCCUR TO CEILING MOUNTING COMPONENTS AND WIRING IF HIGH WATTAGE BULBS ARE USED. RECOMMEND LOW WATTAGE BULBS NO HIGHER THAN 75 WATTS AND USE DIMMER CONTROLS (EXCEPT MR). DO NOT MOUNT LIGHTS DIRECTLY ABOVE AREAS WHERE CEILING MOUNTED ACCESSORIES WILL BE PARKED. NOTE 7: ROUTING OF CABLE DUCTWORK, CONDURS ETC., OTHER THAN SHOWN ON THIS DRAWING MAY RESULT IN THE NEED FOR GREATER THAN STMDARO CABLE LENGTHS (REFER TO THE INTERCONNECTION DIAGRAM FOR MAXIMUM USABLE LENGTHS POINT TO Polw). NOTE 8: CONDUIT TURNS TO HAVE LARGE, SWEEPING BENDS WITH MINIMUM RADIUS IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. NOTE 9: A SPECIAL GROUNDING SYSTEM IS REQUIRED IN ALL PROCEDURE ROOMS BY SOME NATIONAL AND LOCAL CODES. IT IS RECOMMENDED IN AREAS WHERE PATIENTS MIGHT BE EXAMINED OR TREATED UNDER PRESENT, FUTURE, OR EMERGENCY CONDITIONS. CONSULT THE GOVERNING ELECTRICAL CODE AND CONFER WITH APPROPRIATE CUSTOMER ADMINISTRATIVE PERSONNEL TO DETERMINE THE AREAS REQUIRING THIS TYPE OF GROUNDING SYSTEM. NOTE 10: THE MAXIMUM POINT TO POINT DISTANCES ILLUSTRATED ON THIS DRAWING MUST NOT BE EXCEEDED. NOTE 11: PHYSICAL CONNECTION OF PRIMARY POWER TO GE EQUIPMENT IS TO BE MADE BY A QUALIFIED ELECTRICAL CONTRACTOR WITH THE SUPERVISION OF A GE REPRESENTATVE. THE GE REPRESENTATIVE WOULD BE REQUIRED TO IDENTIFY THE PHYSICAL CONNECTION LOCATION, AND INSURE PROPER HANDLING OF GE EQUIPMENT. DIAGRAM KEY - - - - CUSTOMER/CONTRACTOR SUPPLIED WIRING. ROUTE IN ADEQUATE CONDUIT OR RACEWAY. GE FURNISHED CABLE RUNS. ROUTE IN EMPTY CONDUIT OR RACEWAY. 59' [18M] MAXIMUM RUN LENGTH BETWEEN JUNCTION POINTS. Feet [Meters] THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET Cl AND SHOULD NOT BE SEPARATED A c 0 0 V o 0 D 4-) Y 0 3 z � z 0 � Z ��_jL-w Q �zoo�a i--- M 0 V ¢ Mcjfp M Z 60OzO0 Li U <ooz(L w o z t- gQco w-0 p O w ¢ Ld �w �— oC)iw�ow Q U zzmJQ�- U o�Qca~n�z 00 _j Lj �E�0=� wt-w�- W 0 0 (/) (75 (DJ>"0wM v ' �wwU0< W = o��D_IEo oQzwa> -1 W r:a-azo¢ j- Sa_:3`` WLI W Q Ld� W z z � _ z8Qoom _j (17 Q a-¢wUJp 0 moo°-a�c°n �Q?0CD V J �J Z o 0:;;;,0 Co() r 0 LL Q 0 LL ry O < Q O LLi 6i U w CD 0 PROJECT REVISION 030863 00 DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 REVISION HISTORY: SHEET ELECTRICAL DETAIL FLUSH FLOOR DUCT (TYPICAL) FINISHED FLOOR CHECK LOCAL CODES FOR NUMBER OF PARTITIONS REQUIRED 12' TRENCH DUCT: A = 10" B = 12" 18" TRENCH DUCT: A = 18' B=20' DETAIL NOT TO SCALE ELECTRICAL DETAIL MAIN DISCONNECT 10.o" 2.5" - [254 mm] [63.5 mm] 3.25" [76.2 mm] 3.0" -�� [76.2 mm] 3/4" DIA. [20 mm] 1-1/4" DIA\_2" DIA. [31.75 mm] 150.8 —1 7.38" TOP VIEW [187.3 mm] 3.0" [76.2 mm] 30.5" [774.7 mm] �-- 20.0" [508 mm] om L. V J [50.8 mm] 2.0" 50.8 mm] ELECTRICAL DETAIL ELEC-25 INSITE CONNECTION TYPICAL ELEC-1 REV. DATE: 12 02 02 REV. DATE: 04/24/02 ONE OF THE FOLLOWING TWO SELECTIONS MUST BE INSTALLED AT THE LOCATION SHOWN ON THE ELECTRICAL PLAN (SHEET E1) FOR GE INSITE CONNECTION BASED UPON SYSTEM CONFIGURATION. A) ONE INTERNET ACCESSIBLE VIRTUAL PRIVATE NETWORK (VPN) CONNECTION WITH A STATIC IP ADDRESS, AND ONE TELEPHONE LINE - DEDICATED -DIRECT -DIALING, VOICE GRADE. OR REMOVABLE COVER B) TWO TELEPHONE LINES - ONE DEDICATED DIRECT -DISTANCE -DIALING, VOICE GRADE AND ONE A DEDICATED DATA LINE. HARDWARE ELEC-35 NOTE: o ALL DIMENSIONS ARE IN INCHES ALL BRACKETED [ ] DIMENSIONS ARE IN MILLIMETERS. 10.0" [254 mm] 5.0" [727 mm] 4 MOUNTING HOLES FOR .31 (7.9 mm) SCREWS 1.19" [30mm] 1.63" .� -- 16,75" �f [41.4 mm] [425.4 mm] 28.12" [714.2 mm] JNG )U[[ FROM J.B.— 'E FINSHED CEILING. I I I I I f I � I I I L---J ERMINED FINISHED FLOOR SINGLE GANG J.B. COVERPLATE WITH TWO TELEPHONE RECEPTACLES OR ONE TELEPHONE RECEPTACLE AND ONE NETWORK RECEPTACLE ALL ITEMS ILLUSTRATED ARE TO BE FURNISHED AND INSTALLED BY CUSTOMER OR THEIR CONTRACTOR. DETAIL NOT TO SCALE [V O CL 0 110 CD 0 z U O Q) U) 9 F_- _ E if 0 C Q V cn O i_ 0 Cn u0. ® z W� I- LLI O m �JLi-W � Ld U WZ��Q c') J WQW.WOZ (~n Omz V)Oz0U Ld a O O cL ® W 0 V O • _ W J < W CK L�QZ HLd r— OOwcwlpW U � z"m�Q� 0�QZ f-y z ® U�=ZW ��. J O U O m O W W (nX�0 =W WhIW a- -WWo�V/ VW0'§ W ov��i'�o J_ x o<ZW0� J Ld Ga�4.a-zo< 1- } ma_�VCK V) 5I Lli } D¢zWZJ _ -J z0<<o (n Q aQ�Q�D_ o = Z z O U W kLl -a_E-a� L� Q 0 CIO = 1 0 [.® 0 u 0 C Q %- O LL_ Q 0 (r) w 0 U w 0 0 ry 0 molftere DATE: 05-06-03 DRAWN BY: EJ B CHECKED BY: PLM FDO NO: 970-57718 FDO DATE: 04-29-03 REVISION HISTORY: SHEET M FRONT VIEW SIDE VIEW BACK VIEW DETAIL NOT TO SCALE THIS SHEET IS PART OF THE DOCUMENT SET LISTED ON SHEET Cl AND SHOULD NOT BE SEPARATED E3 AE L VAULT WALL REINORGING SCHEDULE WAIL THICKNESS VERTICAL HORIZONTAL 2'-b" OR LE55 (2x) NO. 5 0 12" O.G. (2x) NO. 5 a 10" O.G. 21-q° l2x) NO. 5 a 12" OG. (2x) NO. 5 a q" O.G. (:2x) NO. 5 12" O.G. 2 . NO. 5 6 W O.G. OR (2x) NO. 1 ® 12' O.G. (2x) NO. 5 0 12' O.G. (2x) NO. 1 O 12" O.G. (2x) NU. 5 O 12" O.G. (2x)- No. 1 0 10" O.G. (2x) NO. 6 0 12" O.G. (24 NO. 1 0 10' O.G. W-O" (2x) NO. 6 0 12" O.G. (2x) No. T C1 10' O.G. (2x) NO. 1 i4 12' O.G. (2x) NO. 1 m a' O.G. " 5 -O 2 NO. 1 iR 12' O.G. OR NO. 6 0 12'O.G. 2 NO. 1 ® 6° O.G. OR 3x NO. '1 0 12" O.G. 5'-6" 24 . '1 0 12. O.G. OR 3x) NO. 6 m 12' O.C. 2x NO. 1 ' O.G. OR x NO. 1 o 10" O.G. (01-0' lax) NO. b 0 12' O.G. (3x) NO. 1 O 10' O.G. 6'-6' (54 NO.'1 m 12' O.G. (3x) NO. 1 O q- O.G. 11-0' (3x) NO. 1 a 12' Q.G. (44 NO. 1 0 10' O.G. .11-6' (54 NO. 1 0 12' O.G. (44 NO. 1 ® 10' O.G. 6-0' (54 NO. 1 a 12` O.G. (4x) No. 1 * 10' O.G. 61-6' (4x) NO. 1 ® 12' O.G. (44 NO. 1 a "1" O.G. (4x) W. K 0 12" O.G. (4x) NO. 1 0 q' O.G. NIOTf2x)" INDIGATE5 THO LAYERS (ONE EACH FA E) 2. -(5x)' INDICATES THREE LAYERS (ONE EACH FACE, ONE CENTERED) 3. REINFORG.IN6 FOR A 61VEN K&" THICKNESS 15 60012 FOR THICKNE55ES N m m LL 50 .. 5E ARCHITECTURAL OW6. T _ RECESS, FOR LASER f y .. 5OX. SEE ARCHITECTURAL _ DRAWING (TYPIGAL). ° I OF a I I a TOP TAM . >O. i ° - I I v ° v °4 4 Q PULL 5OX PIT. SEE 41'-6" ARGMITEGTUkArL. ONO.. 1 ,V- " VAULT DATION, PLAN UP To AND INCLUDING THAT 1.15TE0. SCALE: I/80= t' -O" 4. REINFORCING 5N6,LL 6E ASTM A615 GRADE 60. 5. HOLD ALL REINFOR(. IN6 AT LEA5T TINO INCHES FROM PAGE OF WALL. z O (� 7 E /4" z TO �W 7 SCALE: 5" = 1'0" NOTE: A5TM A56 MATERIAL 45'-1011 4t 011 41- A 11 I���n:l 1 V-2" a 1-41' 414 1 21-/ 11 55'-4" 53.0 S:S.o 52.0 / q � 6'-O"x6'-O"xl -6" FT6. ° WITH (6) 4 NO. BARS � EA. WAY, TO $ BOTTOM I(TYPICAL TH E PLACES). 12" x5" TRENCH DUCT. DOOR- - ° --�- — --. DINATE WITH 93.1 Q SIMULATOR _ ° - / I SUPPLIER. I ' ° I /'_ \ _ a �' ° ry _ -� SIM. A 1 I 2 �° ! Q ° ry 5ss.o " CONCRETE MUD 51 LL�2.0 ° Q a , I I 3 LEAN Ga G E � . ION 6 MIL VAPOR BARRIER Ol'1 I ( 4" STONE FILL. � � 5EE ARCHITECTURAL - DRAWING A2.5 FOR 6" NG. 54At5 AT FIN. FLOOR EL. aa'-8" _ — — — — — — PULL BOX PIT �f 4 4� I FIL `Af?WA. FOR LOCATIONS 4 DETAILS A H. PL N51-b C, 12" GONG. SLAB-ON-6RADE `t /r W/ NO. 5 BAR5 ® 12" O.G. I \ _ �. I LO ATIo :- " .: " I n l I E.W, MIPDLE ON 6 MIL VAPOR ° 1 ° ° a 91 WI � 0) NO.16 5AR5 UU) \I J BARRIER ON 4" GRANULAR FILL. �, ° ;t EA. WAY, TOP 4 BOTTOM 53.0 532 SEE ARCHITECTURAL DRAWING 5'-�O°x5'-O"x2'-O" FT6, FOR REGE55 SLAB LOCATION ----� WITH (5) NO. 6 BARS I I .2 IPROVIDE A 24"x 4" H554x4x5II6 EA. WAY, TOP BOTTOM ) 52.0 x56" DEEP BLOC UT COLUMN WITH - I 1 4 6'-O" IN FOOTING FOR P L S/4'xIQ"x,10" / APPROXIMATE �y BOX PIT. d BASE PLATE �. 9°3.0 / LOCATION OF SEE ARCHITECTURAL PRAWIN6 �r 79 501L GROUTING �J . FOR nCE!S5 5LA5 LOGATIO/! - (TYP. 50 PLAGE5, MINIMUM). �� � 2' -2" 4 GONGRI;TE SLAH-ON-ORAi9F. 5EE ARCHITECTURAL - I 1 WITH 6x6-W1.4xW1.4 (I0/10) WWF DRAWIN�6 A2.2 FOR 368( ON 6 MIL VAPOR 15ARRIER ON Q YiALL tztraUlRi~M1.:NT Io 4" STONE FILL. TH15 AREA. I 2 51M. FIN. FLOOR EL. 100'-O" = W'o ACTUAL ELEVATION OF 22.50'. _ PRO\/IPF- (2) NO. 5 C� R � BARS x6 -0 LDNO \ /- AT ALL REENTRANT CORNERS. I dJ L _ 40'-6" I I 2 I lui �--- ____ ► L- W.1 61'-4" 14'-8" 51,-4" 5! �_q " 2Q'_4" NOTE? REFER TO ARCHITECTURAL FLOOR PLAN FOR MASONRY CONTROL JOINT LOCATIONS. J 45'-8" 5/4" — T O 10 =�dv , j ABOLT2 GK 3"x5" WELDED LT. NCK FREE} F. WARDEN, 4562 U.S. HIGHWA`f 29, SUITE 120 L(LBURN, GEE�RGIA 30047 V701934-6944 tel 17701934-1875 fax FL P.E. No. 30817 Expires 2/28/03 THIS DRAWING IS THE PROPERTY OF FRED F. WARDEN AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED FRED F. WARDEN. NOT VALID UNLESS SIGNED ANDSEALED. DRAWING ISB S APPROVED BY:f FFW DRAWN BY: GJP ISSUE DATE I DESCRIPTION F I5/50/0� PERMIT A PIWI,K5 61/05 I MINOR REvI5ION!5 © I6/04/C� MINOR WI51ON$ I I I I I I I 1 ! w 1ed41 >r. 0 0 0 Z um T. w o" 0 ") ;. z 0 z DRAWING TITLE FOUNDATION PLAN JOB NUMBER 01082 SHEET NUMBER. ail 2q'-2" TRUSS TYPE F �I iv EL 26'-4" TRUSS TYPE A NOTE RAISED HEEL M. I15' 25'-I 15fS" TRUSS TYPE B NO. 5 5AR5 a 12" O.G., AT EQUIPMENT PIT. ° v FACE T ° EACH WAY TOP OF SLAB EL. 100'-O" � - OF GMU TRUSS H 11 1� 1 �I b -6 12 -0 8 -b e Q .TYPE • a _ 4" a !I6 TRUSS TYPE G PFIY51015T'5 TU5E!. 5EE 1 TRUSS TYPE D ,ARCHITECTURAL PRAHINC-a tPECTION. 12 SCALE: 1/4" I'-O" ,. VAULT 6 (-' 12 . TRUSS TYPE C O i EL. 115-5 1/2" i- 8'=4" 24'-411 8'--10" 2'-0" iq'-poll. NO. 6 ® 5a'-011 12" O.G. TRUSS, TYPE 1 a ad 4 a ° _ 12 61 Q a4 4 Q 4 a4 4 Q a - d •�' a n - d C 4 V 4 12 12 a 4 NO. 'i ® d p: 4 58'-4" NO. 6® a .. a l2" O.G. ` Q 112'-q /2" EL. 1 TRUSS TYPE D d , 4 ° SEE 5GHEDULE FOR EL. IOq-q I/2" ALL WALL R.EINFORCeIN0. 1500ENTER 5EE ARCHITECTURAL e ° � a 4 4 a DWG . FOR SA61 TAL I LASER OX R) GE5S E5 a d Q ` a LOCATIONS. 52'-0" 26'-0" ° -0° 4 4 4 'rKVSS TYPE K 4.1 ad qa � 4 aa. a a 4 ry 4Q d FULL BOX PIT. SEE ARCHITECTURAL DWG. 0 Adftk ElpmI" $EOTION6 12 f -- 12 6 SCALE: 1/4" = i'-O" 7717 NOT USED TRUSS TYPE E 26-o" 26'-0" • 52'=Q" WS$ ratr 1/2" f 31-/ IJ I r W24x55 3/8" STIFFENER EACH SIDE. im I�5/4 x1O"xio" WITH ,.. (4) 5/4" (P ANCHOR: BOLTS -'"x4" O.C. ,: =I - 21-61IX2'-8" PIER OF :2 G01/. ' 8" CMU WITH (1) NO. 5 VERTICAL BAR AT EACH CORNER. PROVIDE BOND BEAMS 4'-0," O.G. WITH. (2) N0. 4 BARS. LAP 24" AT CORNER GROU'r 50LID IN 4'-0" (MAX.) LIFTS a. , :a 44 a d a c 4a a 4 'aa a d A, a 4 — a . A 0 ■ r� TION /�4u.._.- _I1 -0.I1,.. e0 GMU WITH NO. 5 VERTICAL 5AR5 :4" O.G. CENTERED IN CELLS. h' h•- 1 •R a (4) NO. 4 CONT. a ; 4 d 5\—NO. o.c. NACwE Tl 1 00"N v4" - 1'-4" 51GN PROVIDE OPEN- ENDED THREADED COUPLERS AT - ENDS OF SHORT NO. a BARS. y 't =FREE} F: WARDEN �.E. 2 P T 62 US, HIGH.'. .SUITE 124 x8 BEAi�! NG 5 I F STEEL, COLUMN 15, SET II LI! SURN, GEQRGIR 30047 5EFOR>w ,SLAB 15 POURED 3/4" RATED PLATE WITH 1/2 d� 5HEATHING [770} 934-69Q4 f! �770j 93-1875 fc BLOGKOUT M/SY BE NGHOR BOLT5 Cs� IOd NAILS 4110.0. FL P4. No, $0817 Explrss:2/28/Q5 OMITTED IF STEEL COL. a FILL, BL.OGKO.UT to­''15 WRAPPED IN 2 LAYERS aLAE3 ELEV, of I# FELT 2x.. BL.OGKING WITH WOOD ROOF 6x6-1�11.4xhtl.4 lNY�p I " SIMP50N A55 F�RAMINr� TRUSSES Skb O. �. (4) H554x4x5/16 ANCHORS a 24 O.G. 24" O.G. - AR4UND� BL.OGICOVT (SEE NOTE). I Q Q a - I If ANGMQFL BOLTSt W/ LEYELINC� NUTS. = PROVIDE 51MP50N HI6 ANCHO�0� z - a II: ) NO, 4 AT EA H WITH 14 �1 4 FINI} F .a00„ O. CONT. G TRUSS a , a�. TITEN 50REWS TO MASONRY. °Q UQo4 C?o m pro00000= �T a o O ., 4 ° ..�.y_ PROVIDE SIMP50H HOT-2 OR 00 pp O O 'O o O 4 0 �' HGT-3 TIEDOWNS AT GIRDER ° (' ° Q o 4 o O0000000 ° �1 = — TRUSSES AS REQUIRED. 4 .-fll _ O Op c° QO OO O Q Q q ° . 4 �1 ° (2) NO. 4 L I I 4 Q 4 a 6 OUTa� SOLID g CONT. °. { a .a ° .4 a �I I - a .; a TT • . - —,^ - S CMU WITH NO 5 VERTICAL BARS 0 48" O.G. AND EACH ;3 ('-O„ 51DE OF OPENIN55 CENTERED i 5EE :FI bN. PLAN FOR FOOTINO _ IN GELL5, HOLD 5AR5 IN PLACE 512E ANO' REINFORCEMENT fi NITH VERTICAL ROD P05ITIONER5. {I THIS DRAWWp IS THE PROPERTY OF , .. .. GROUT ALL REINFORCE CELLS. FRED F. WARDEN AND SHALL NOT BE REPR9pl�CED 5"Em"OTION PROVIDE BOND BEAMS REINFORCED IN WHOLE OR PART. IT FHAL.L NOT BE Us�D ON OCHER WITH (2) NO. 4 BARS AT TOP AND PROJfiGTSANp SHALL BE RETURNED UPON REQUEST " — , " ., COPYRIGHT A$ DATED FRED F. WARDEN: SCALE: I I/2 - I o WbV LL YFN T (v � FOO MI DHE I GHT OF WALL OR AS REQU I RED I�crr VALID LiNr Ess slctr�4 a seaLE4: .7, :..:: BY LOCAL CODE. SOALE; 3/4" I'-0° STDFTG06 ,NOTE; USE LEv>rLINc NUTS To LEVEL BASE PLATE. IIII 4" CONCRETE SLAB -ON -GRADE pRAV1ItNG ISSUES 5' WITH bxb-W1.4xW1.4 WWF ON 10 APPRQVED.EM FFW DRAWN BY; „ -� MIL VAPOR BARRIER ON 4" ISSUE DATE I 1ESCRIPTIQN STONE FILL. F :15/3C�/031.PI;f�Ml7 4 SIP OINO, ` l� a a , W --^ o O o ,0 0 o Q C oo `r I'1/I'/!43 1 MINOR REASON$ 00 00 00` 00 O 00 00 0 0p' 00 } S/,c " RATED SHEATHING WOOP ROOF a 4. I I: TRUSSES I ° ' ' 4 (5) NO. 4 24" O.G. a ONT. 5/4" RATED NO. 4 ® , SHEATHING I • 12 O.G. - 51MP50N A55 FRAMING ANCHORS TOP 4 BOTTOM. ) I 51ECTION rl/ SG�hLE: 5/4" = 1'--0" WALLSECT NOTE: PROVIDE STD. q0° HOOKS' INTO TOP BOND BEAM FOR ALL VERTICAL, REINFORCING. ROOF TRU55 PROVIDE 2x— E5LOGKINO AT ALTERNATE TRUSS SPACES ONLY. ; L I } 2xb ® 2xS P.T. BEARING I I. !6 O.G. PLATE KITH 1/2"�G 1/2" PLYWOOD II I/2" PL'.YWOC,?tD' ,ANCHOR BOLTS 2x8 P.T. BEARI NCB SHEATHING 2x8 P.T. BEARING -SHE,{�►THIN0 �' 24" O.G. 5/4" RATED PLATE WITH 1/2"4p PLATE WITH 1/2"fi SHEA7HINC� NCHOR BOLTS 0 ANCHOR BOLTS Gel ": • .. 24,10.0. IOd NAILS 4110.0. a 6" O.G. (2) NO. 5 (2) NO. 4 .t 2x_ BLOCKINO WITH WOOD ROOF CONT. GONT, PROVIDE 51MP50N H16 ANCHOR 51MPSON A35 FRAMING TRU55ES ®ui , , r AT EACH TRUSS WITH (6) 1/4x2 1/4 ANCHORS a 24" O.G. 24" O.G. II - TITEN 5CREW5 TO MASONRY. , - P GMU WITH NO. 5 VERTICAL BARS (SEE NOTE). a 4E" O,C. CENTERED IN CELLS. HOLD PROVIDE 51MP5ON HOT :2 OR BARS IN PLACE .WITH VERTICAL ROD: , ;` . • Ht5T-�5 TIEDOWN5 AT GIRDER - PROVIDE 51MP50N H16 ANCHOR >= TRUSSES AS REQUIRED. POSITIONER5. PROVIDE (2) NO. 5 BARS GOHO. 4 AT EACH TRU55 WITH (6) I/4x2 I/4 ® 24" O.G. IN THE TOP 8'-O" OF THE r TITEN 50REWS TO MASONRY. WALL AND 0 4e�" O.G. IN THE LOWER PROVIDE SI.MPSON HOT-2 OR a... • 81-811 OF THE WALL. GROUT ALL &" GM HLL w% ".' U WIT No. 5 VERTICAL HOT-5 TIEDOWN5 AT GIRDER REINFORCED CELLS. " " BARS c� 32 O.G. AND EACH TRUSSES AS REQUIRED., cl 0 SIDE OF OPENINO5 CENTERED L N CELLS. HOLD. BARS IN PLACE WITH VERTICAL i2OD P051TIONEZS. OROUT ALL REINFORCED CELLS.um - T.. ,. PRC)VlDE BOND ;BEAMS REINFORCED = & GMU WITW NO. 5 VERTIOAL0 WITH (2) NO. 4 BAR5 AT TOP AND � BARS a 52" O.G. AND EACH Li MIDWEI�.�HT OF W?�LL QR A5 REQUIRED CENTERED D F P IN0 SIDE O O EN 5 IN GEL.LS, HOLD BARS IN PLACE 0.0, TH VERTICAL ROD POSITIONER, A' GROUT ALL REINFORCED CELLS. 4" CONCRETE A - - : II =r �, 4 CONCRETE SLAB -ON -GRADE PROVIDE BOND BEAMS REINFORCED 5'-O" G RE SL 1� ON GRADE S .O , � ••� WITH bx6-WI,4xWl.4 WhIF ON 10 r WITH 6x6-WI.4xWl.4 WWF ON 6 WITH (2) N0. 4 BARS AT TOP AND <••; MIL VAPOR BARRIER ON 4" MIL VAPOR BP�RRlER ON 4" . MIDHEIGHT OF WALL OR AS REQUIRED :: ••r STONE FELL. 5TONE FILL. BY LOG CODE. ," AL 4" CONCRETE SLAB-ON-CORADE 4 _` t,.. a :4 b o' o 0 0 0 0. WITH bx6-W1.4xW1'.4 WWF ON 10 c o0° o ° o�0° 00 0 0 - o0 00 oO oo O' °o °o ° oO °o y. ; . 60 GO oo Oo O oO oO o 00 00 MIL VAPOR BARRIER ON �i" DRAWING TITLE . _ STONE FILL. D 7 .4 ° o o'o �o 0 00 0 0• a O,QQ a T' . . O 00 00' 00 ! OO O 00 00 ° a F q a/ _ 4 O o0 a 4 N I " °. a' NO. ® 1.2" O.G. O 8® O.C, a I I I� I.I CAI SECTI N a , a d a 4 d 1_AGH'WAY, TOP. a'4 '- 4 EACH WAY, TOP = ; ° ° ° 4a 4 BOTTOM. PROVIDE OPENS a a a Q, a Q a, a I$ BOTTOM. �" & DETAILS O ENDED THREADED a a 4 ° a COUPLERS AT 9 a ENDS. OF SHORT 4 q 9. (CON . 4 NO. 8 BARS. NO.4 a Z 12" O.C. U• LL --- - - -- _ eAmmil At* t4w .w now I .AIL 1 JOB NUMBER 01032 Q BpLTS:� .4$" O.G 1'r 0. 4 COBLOCK. TO ROOF DECK. � •. , , . _ I c wE� 3/I6 2-12 5 3/16 2-12 TYP. , Yql2xl4 WITH MGI0x8.4 TOP AND BOTTOM = ; EL. I10' I I/2" � \ (2) 11 „ 1 11 GONT'. 8 CMU WITH NO. 5 , ..: , � 811 CMU WITH N4. 4 EL. 115 -4 .,___—_— DOWEL5 a 24" O.G. VERTICAL BARS PROVIDE 5TD: aO° :.w HOOK TOP 4 BOTTOM. ,.. 48" O.C. - �{ (2) 13/4"xif I/4° 4" CONCRETE 5LA8 W/ 1 LVL BEAM. NOTCH ;,;r � 6x6-W1.4xW1.4 WWI= ON END TO ACCOMMODATE 4" GRANULAR FILL. Ti-i s DRAWINo IS THE PROPERTY of BOLT HEADS. ° fRED f WARDEN AND SHALL NOT RE REPfIQOUCED In • J 1_ u y d 1N WHOLe OR, IT WALL NOT 9S USEP ON OTHER PWELDED A�55EMBLY OFCwTIONEL. 114 O d u, a �� 1 " ECiS ANO SHA41 BE RETURNEp UPON REq 1/4 PLATE X5 LONG W)THMON" i— Rw uesr SCALE: I I/2 - I O STHL'ADER - _ o°O 000 go ;oo ' ' ° (2) , PLATE E x5" 5. HOLD _ I (I o0 0 00 NOT AID UNL FATED SIGNED f.'NAHDEN. Q t; ( I I . n 1 I I --I I I- NOT VALID UNLESS SIGNED AND SFJILED. m BOLTS 5" FROM END OF - T 3/16 LVL BEAM. a Q a ► i 1— DRAWING ISSUE O Q W o c a APPROVRO BY: FFW DRAWN BY PR. 77 [il 4 (5) NO. 4 ISSUE � DATE � UBSCRIPTt9N — 4 CONT. :• a el/2"xll"x12" WITH , . F J�130/O:�J e�w�rer q E?IL?Plt�a (4) HILTI HY150 APHESlVE u 4 2O" O.Ci. l I I/ '" 5 I/4 AsNGHORS 1NI TH 5/4 0 HAS-E EL . I I5'-4° _ 3_011 (8/O4/ MItJOR,PY150N5 • THREADED RODS WITH _ . 411 6 5%8" EMBEDMENT. - . - (2) NO5 3116 GONT. U � - SCALE: 3/4" I'--O" GO R D ISLIm NO. 5 VERTICAL SGAI-I»: _` t" o° _ LVLHEDR2 BARS c 24.11 O.G, 50�*rl .. ON' W/ STD. q0° HUOKS . J J NOTE: WHERE 1/21' PLATE' 15 MOUNTED TO THE FAGS OF A VAUL :.:r EACH END. �SCf�LE: 1 � I/2" � 1 O"� TEDC-a CrMU WALL, GROUT ALL GALLS WITHIN 16" OF BEAM �• (2) NO. 5 ' CONT. 1 i L I (2) NO. S a J '�'k GONT. v J VV .} (4) HILTI HIT Hl`I50 ADHESIVE ANCHORS (2) NO. 5 a 4 I J WITH 1/2"(P HA5-E EL. I10'-O" CONT. 1 a a d _�{ d 4 a , R005 INTO GMU. scat , Q d d d 4 L. 110, I I/211 - -1 � -� a' Aff FO I d d I O SCALE: 3/4" - 1'-0" CMUHEAPR a 5 c� I " .G. 318" SHEAR tAB, INE�,taED EACH WAY TO 1/2" PLATE!. PROVIDE ' LONG SLOTTED HOLES FOR (3) 3/4 (P BOLTS. ECTION now" EN5lMP50N PH02 HOL,RQWN ALE. 51V' 1'-0" XIMATRON villiAIIIIINIIIII T GCICP rl ,W(TH (lC�) �C�if4xl I!2 WOQ�T ` SCREWS TO TRU55 .WITHit n SCALE: I 1%2" = 1' O" i3MPLATE ROOF TRUSS (I) 5/&" 4p BOLT TO r BEAM BELOW. um SEE SECTION. 1/55.0 0. o 2x8 STIFFENER OF 0 FOR TRU55 ANCHOR. W000 .R 4F Q: . q NO. 2 50. PINE EXTENDED o A TO FIRST BOTTOM CHORE0 T�S.E•5 � , , 1� p O z4 O.G. PANEL POINT. tl 4"Cp x311 LACti 2x4 PLATE 5CREW5 EACH W. END OF 2x8. 2x8 P.T. PLATE ' W/ 1/2 (P BOLTS / EL.. 1.15'-:5 1/2'P.T. PLATE s 2411 O.C. EACH m / ---- SHOT .T0 TOP SIDE. OF BEAR EL. 115' -4" PROVIDE (5) 51MP50 i-i4 TI E5 AT i AGH (i) 3/4" � BOLT THiZU (?) I S/4"x!i I/4" �-> END OF EACH AT LEAST 5" FROM ED6E BRACE AND 2x8. HOLD LVL BEAM 3/a" STIFFENER TRUSS. OF 2x8. ' PLATE EACH SIDP --� AT COLUMN (L. ING TITLE: ry I DRAW WELDED ASSEMBLY OF 1/4" PLATE x5" LONC WITH (2) 5/4"�P BOLTS. HOLD m BOLTS 5" FROM END OF LVL BEAM. 5/4" PLATE WITH (4) Rh - 5/4" (0 BOLT5. �y TOP OF COLUMN. HSS4X4�c5/lb``. "HELD PLATE TO 11 " 11 i�if2 xq x!2 'W1TH COLUMN (4) HILTI HY150 :ADHE51 VE (/4' I/2" I[ I/4 . ANCHORS WITH 5/4" � HA5- E THREADED RODS WITH 6 5/6" EMBEDMENT. NOTE: WHERE 1/2" PLATE IS MOUNTED .TO THE FACE OF A GMU WALL, 0ROUT ALL CELLS WITHIN lb" OF BEAM ¢,. orov wr TRU55 2x4 BLOCK y BETWEEN TRU55E5 2x4 HANGER :24'I_0'4�, W (P) 12d NA1.1-5 EX ENP. I 5/4 11 [;�A' F SHEATHI op U00TION 4"70;1111 ­10" : 5/4 11.71.1 NO. -5 Pokql:,Ls x12" LONG 1 (0 " ae'. 19 10 13LO(*K. VTr TO T,tt�AK GLUT 5G71^IL7 :AF K $r NAIL�� Q 51.MFSQN A54 FRAMING' ANCHORS 0 :24 5/4 ROOF ANCHOR loci NAILS sHEAjHINe X� DoLTs 0 (01104 2X6 OUTRI 676ER$ a 24" O.C. NOTE I 1y1 1/2" RATEP1 5HEATHIN�9 2x(0 5TUV5 OX0 It (2 4_�. 1. OROUT SOLIP (SEE NOTE 2).BEARING VWx6t PLATE. FULL HEIGHT OF WALL. lod NAILS 12d NAILS (0 O.G. ROOF TRUSS MU HALL.. Ito TYPE. 'i 3/4-'! ROOF SHEATH INC ROOF TRU55 TYPE K AM T SCALE= f'I/2'` [� Q�� , ENpBRN "; ":7" ':�CALE: 5/4" 706EP rs T; 1 NOTE: 1. PRO\ 51MP50RL A54 FRAMING ANCHORS AT ENDS OF 5TUP5 AND OUTRI66ER5. 2. pRo\/IpE E3LOr_,KIN6 AT ALL UNSUPPORTEE? EP6E5 OF 1/2" 5HEATHIN6. PROVVE loci NAILS 0 6" O.C. ALONG PANEL EDOE5 AND 121, 0.0 ALONG INTERIOR PRAMIN6. PROY11PE! A QLO(:X0UT OPENING To SET 13EAM. GROUT 50LIP AFTER BEAM IS IN PLACE. 4x� 14 AN if BOLTS(p 4-0.0. I. OROUT<.5CQV EL. 114 -0 FULL 'Hb(!�HT OF HALL. BEARING PLATE" 4 4 (2)_ NO,., 4 MU HALL. 4 V A/tRT16AL 5AR7 AT 4 OR I5eAM WITH A !Vp-_qQ* HQQKs AT tl --Top (NOTE,; 6FF!5E!T 0HN FOR CLARITY w i 0- lwy) . H245 Cv 1/21i lix 5/4 ., (b JOINT MATERIAL 5E!ARINO PLATE lev-• AE INDOOR UNIT SUPPLY MIN. O.A. E.S.P. SYMBOL CFM CFM IN. W.G. AC-1 1900 40 1.6" AC-2 1900 60 1.9" AC-3 1200 140 2.1 " AC-4 3750 120 2.4" AC-5 2000 280 2.3" AC-6 1600 20 2.1 " AC-7 T2200 380 2.2" AC-8 2000 220 2.2" AC-9 900 120 2.1 " AC-10 1800 60 2.1" 3/4 HP 3.0 HP 1.5 HP Graf 1.5 HP 1 .5 HP 3 /4 HP 4 r I l n DX SPLIT SYSTEM AIR CONDITIONING UNITS 1. THIS CONTRACTOR SHALL ORDER RIGHT OR LEFT ACCESS FOR AC UNIT SERVICE AS REQUIRED, RELATIVE TO FINAL FOLD VERIFICATION. THE ELECTRICAL ENGINEER PRIOR TO ORDERING EQUIPMENT. 2. THE AMP DRAW FOR THE UNITS ARE BASED ON THE VOLTAGE OF 460/3/60. COORDINATE ELECTRICAL WITH AIR REQUIREMENTS AS INDICATED IN THIS SCHEDULE.. 3. PROVIDE WITH MANUFACTURERS APPROVED DX COIL FOR THIS SPECIFIC UNIT CAPABLE OF COOLING AND RECOMMENDED BY MANUFACTURER RELATIVE TO THIS SPECIFIC PROJECT CONSTRAINTS. 4, SUPPORT WITH MANUFACTURERS VIBRATION ISOLATION SUPPORT ASSEMBLY. INSTALL AND 5. THIS CONTRACTOR SHALL FIELD VERIFY ELECTRIC HEAT CONTOL BOX POSITION IN FIELD PRIOR TO ORDERING. AIR DISTRIBUTION DEVICE SCHEDULE REMARKS MARK TYPE OBD FINISH MODEL SAD LOUVER FACED SUPPLY NOTE 1 WHITE TITUS MODEL TMS NOTE 1,2,3 & 5 LSAR (WEAR SUPPLY AIR REGISTER NOTE 1 WHITE TITUS MODEL T-SLOT-IN 48 3 NOTE 2,3 & 5 RAR EGG CRATE RETURN AIR REGISTER NOTE 4 WHITE TITUS MODEL 50E-NT NOTE 2,3 & 5 LRAR LINEAR RETURN AIR REGISTER NOTE 4 WHITE TITUS MODEL TBR-80 48 3 1.5 NOTE 2,3 & 5 EAR EGG CRATE REGISTER NOTE 4 WHITE TITUS MODEL SOF-NT NOTE 2,3,4 & 5 RAG RET. SIDEWALL GRILLE - WHITE TITUS MODEL 350ZRL NOTE 5 SAR SUPPLY SIDEWALL REGISTER YES WHITE TITUS MODEL 301FL MOTE 5 EAG EXHAUST SIDEWALL GRILLE YES WHITE TITUS MODEL 350ZRL NOTE 5 HCDL HIGH CAPACITY DRM LOUVER YES WHITE TITUS MODEL DL NOTE 5 1. 2. PROVIDE A RADIAL OPPOSED BLADE DAMPER. ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE PROVIDED WITH FRAME STYLE TO MATCH TYPE OF CEILING WHERE SHOWN TO BE INSTALLED. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC CEILING TYPES. 3. ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHT FIXTURE LAYOUT. 4. PROVIDE OPPOSED BLADE DAMPERS INTEGRAL TO REGISTER USED FOR EXHAUST. 5. REFER TO THE DRAWINGS FOR THE SPECIFIC SIZE OF GRILLES AND REGISTERS AIR COOLED CHILLER SCHEDULE NOMINAL W.P.D. AMB. PUMP VOLTAGE E W T L,W,T,TEMP MARK COOLING G.P.M. HP DATA (FT'H20) ( F) 1. THIS CONTRACTOR SHALL PROVIDE CONCRETE PAD (EXTENDING 6" BFYUNU UNI I �) LUbL ALL JIULJ, IVIIIV.) 2. PROVIDE CH-1 WITH MANUFACTURERS "DUAL LEAD/LAG PUMP, AND HOT GAS BY-PASS". 3. CH-1 SHALL BE PROVIDED BY OWNER TO BE SET AND INSTALLED BY THIS CONTRACTOR. COMPRESSOR DATA FANS- MARK SERVICE TYPE CFM ESP MAX RPM ELECT. DATA DRIVE MAX SONES CONTROLLER MODEL REMARKS EF-1 RESTROOMS CENTRIFUGAL 250 .625" 1780 1/4 H 120/1/60 BELT 12 MANUAL COOK MODEL ACE-B-70C3B - EF-2 DARK ROOM CENTRIFUGAL 190 .5° 1850 1/4 HP 120/1/60 BELT 11.2 MANUAL COOK MODEL ACE-B-60C3B 565 1800 1/4 H BELT 11.5 MANUAL COOK MODEL ACE-B-80C3B - EF-3 RESTROOMS CENTRIFUGAL .625" 120/1/60 1. PROVIDE WITH THE MANUFACTURERS RECOMMENDED ROOF CURB ASSEMBLY AS REQUIRED FOR THIS SPECIFIC ROOF TYPE. 2. PROVIDE WITH THE MANUFACTURERS BACKDRAFT DAMPER PROVIDED WITH FAN ASSEMBLY. 3. PROVIDE SWITCH TO OPERATE FAN EF-2. LEGEND SUPPLY AIR DIFFUSER: FURNISH SAID * INSTALL AS INDICATED ON PLAN. A LOUVERED FACE CEILING SUPPLY AIR DIFFUSER OF STEEL CONST. W/O.B.D. AND FOUR WAY DEFLECTION CONES SHALL BE ONE-PIECE CONST.- NO MITERED JOINTS SHALL BE ACCEPTABLE. CONDENSER FANS MAX FUSE MIN CKT REMARKS AMPS AMPS 13 RETURN AIR REGISTER: FURNISH AND RAR INSTALL AS INDICATED ON THE DRAWINGS AN ALUMINUM SQUARE PATTERN CEILING RETURN PANEL W 1/211X 1/2"X 1/2" FABRICATED ALUMINUM SQUARES IN A FIXED CORE FRAME SHALL BE 24"X24" OR 12"X12" AS NOTED ON DRAWINGS. H EXHAUST AIR REGISTER: FURNISH AND EAR INSTALL AS INDICATED ON THE DRAWINGS AN ALUMINUM SQUARE PATTERN CEILING EXHAUST PANEL W 1/211X 1/2"X 1/21' FABRICATED ALUMINUM SQUARES IN A FIXED CORE FRAMES SHALL BE 2411X24" OR 12"X121' AS NOTED ON DRAWINGS. W/O.B.D. LSAR LINEAR SUPPLY AIR REGISTER: FURNISH AND C=== INSTALL AS INDICATED ON THE DRWGS AN EXTRUDED ALUMINUM (w/BAKED ENAMEL FINISH) 3 SLOT REGISTER w/.511 SLOT WIDTH, ADJUSTABLE CENTERED BLADES (FOR VERTICAL THROW) AND WITH STEEL CLIPS. LRAR LINEAR RETURN AIR REGISTER: FURNISH AND GI INSTALL AS INDICATED ON THE DWGS AN EXTRUDED ALUMINUM ( W / BAKED ENAMEL f Y v v v Y r FINISH) 3 SLOT REGISTER w/ III SLOT WIDTH SUBSTANTIAL CHANGES HAVE BEEN MADE T❑ THIS DRAWING AS PART ❑F THIS REVISI❑N, THIS CONTRAAND WITH STEEL CLIPS. REGISTER SHALL SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE BE PROVIDED W/O BLADES. COVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE C❑NSIDERED AFTER FINAL BID SUBMITTAL.O EXHAUST AIR GRILLE= FURNISH AND INSTALL AS INDICATED ON THE EAG DRAWINGS AN EXTRUDED ALUMINUM WITH FRONT HORIZONTAL DEFLECTING VANES IN A REMOVABLE -REVERSIBLE CORE AND OPPOSED BLADE DAMPER. TO THERMOSTAT. ® FIRE DAMPER. --I MANUAL BALANCING DAMPER. DUCTWORK TO BE INSTALLED IN THIS CONTRACT. NOTE 1) ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE SUPPLIED WITH Fi2AME STYLE TO MATCH TYPE OF CEILING WHERE SHOWN TO BE INSTALLED. REFER TO THE ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 2) ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHT FIXTURE LAYOUT. 3) THE COLOR OF ALL AIR DISTRIBUTION SHALL BE AS DIRECTED BY, THE OWNER/THE ARCHITECT. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. w z W V ® �. O L �O V O 3: 2 DRAWING TITLE MECHANICAL (VOTES AND SCHEDULES JOB NUMBER SHEET NUMBER m 1 ■ z O U z O 0 0 Q w w w A 0 AIR COOLED CONDENSING UNIT SCHEDULE COOLING AMB. CONDENSER REF. LINE SIZES MARK CAPACITY AIR COMPRESSOR FAN VOLTAGE MCA MAX MANUFACTURER/MODEL NUMBER MCA LIQUID SUCTION BTU/H TEMP. DATA DATA AMPS LINE LINE PROVIDE A TRANE MODEL s3TTA072A4 CU-1 66,000 1000 F I ®9.0 RLA I ®1.7 FLA 460/3/60 14 20 3/8" I I/8" OR APPROVED EQUAL. PROVIDE A TRANE MODEL =TTA072A4 CU-2 66,000 1000 F I a 9.0 RLA I o 1.7 FLA 460/3/60 14 20 3/8" 1 1/8" OR APPROVED EQUAL. PROVIDE A TRANE MODEL =TTA036D4 CU-3 36,000 1000 F ® I 7.0 RLA ® I 0.8 FLA 460/3/60 10 15 3/8" 7/8" OR APPROVED EQUAL. PROVIDE A TRANE MODEL uTTA120B4 CU-4 126,000 1000 F I o 7.5 HP 1 0 .50 NP 460/3/60 25.3 35 1/2" 1 3/8" OR APPROVED EQUAL. PROVIDE A TRANE MODEL =TTA072A4 CU-5 66,000 I000 F 10 9.0 RLA 1 ® 1.7 FLA 460/3/60 14 20 3/8" 1 1/8" OR APPROVED EQUAL. CU-6 61,000 1000 F 1 ® 10.0 RLA 1 ® 1.0 FLA 460/3/60 14 20 3/8" 1 1/8" PROVIDE A TRANE MODEL =TTA06OD3 OR APPROVED EQUAL. PROVIDE A TRANE MODEL s3TTA072A4 CU-7 70,000 1000 F 1 ® 9.0 RLA 1 ® 1.7 FLA 460/3/60 14 20 3/8" 1 1/8" OR APPROVED EQUAL. o PROVIDE A TRANE MODEL UTTA072A4 CU-8 66,000 100 F 19.0 RLA I ®1.7 FLA 460/3/60 14 20 3/8" I I/8" OR APPROVED EQUAL. PROVIDE A TRANE MODEL s3TTA03003 CU-9 29,200 1000 F 1 ® 5.0 RLA 1 ® 0.8 FLA 460/3/60 7 15 5/I6" 3/4" OR APPROVED EQUAL. PROVIDE A TRANE MODEL uTTA072A4 CU-10 66,000 1000 F 1 9.0 RLA 1 1.7 FLA 460/3/60 14 20 3/8" 1 1/8" OR APPROVED EQUAL. 1) PROVIDE CONCRETE SUPPORT PAD, MINIMUM OF 6" ABOVE GRADE, AND ANCHOR UNITS TO PAD ASPER MANUFACTURERS RECOMMENDATIONS. 2) PROVIDE THIS CONDENSING UNIT WITH THE MANUFACTURERS APPROVED LOW AMBIENT COOLING TO 30 DEGREES F. THIS DRAWING HAS BEEN ADDED TO THE CONTRACT DOCUMENTS FOR THIS REVISION, THIS CONTRACTOR ' ' SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE COVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE CONSIDERED AFTER FINAL BID SUBMITTAL,Q A DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 10/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11124/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 5/12/03 FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING 3 18/15/03 I MECH. ALT. REVISION DRAWING TITLE MECHANICAL SCHEDULES z 0 U U) z 0 0 Iz JOB NUMBER 0 u- w SHEET NUMBER Q w J w�/ Mlm2LL AE II L--------------J I I MECHANICAL FLOOR PLAN SCALEI 1/8" = 1'-0" 1024SAD 300CFM 1024SAD 320CFM KEYNOTES: lO THIS CONTRACTOR SHALL PROVIDE A 15ROAN" MODEL P53001 TWO SPEED DUCTED RANGE HOOD AT APPROXIMATELY THIS POSITION. COORDINATE EXACT PLACEMENT IN MEL P WITH G.G. PRIOR TO STARTING ANY WORK RELATER TO THIS HOOD. HOOD TO HAVE ROCKER -TYPE FAN AND LIGHT SWITCHES, WASHAPL.E ALUMINUM FILTER AND �E WHITE IN COLOR. FAN TO I�E IW11100 AND DRAW 4.5 AMPS AT 2.795 RPM. UNIT TO �E RUCTEP TO Id' RAIN CAP ON ROOF. CONSTRUCT HOOP EXHAUST DUCT PER LOCAL CODE REQUIRMENTS. HOOD TO DISCHARGE 3506FM AT GO SONES. PROVIDE AND INSTALL A WALL MOUNTED ELECTRIC HEATER "EWH-1" AT APPROXIMATELY THIS POSITION. WH-1 EWH-I TO 13E A MARKEL SERIES 3450, 5000 WATTS, W513/60 VOLTS AND INTEGRAL_ FACTORY MOUNTED TSTAT. INSTALL PER MANUFACTURERS ANP LOCAL CODE HAVING JJRISDI6TIONS REC�UIREMENTS. 0 PROVIDE AND INSTALL TRANS TRACER CONTROL. PANEL AT APPROXIMATELY THIS POSITION. TRANS TRACER CONTROLS SHALL CONTROL A6 UNITS, PUMPS ANP CHILLER OPERATIONS. REFER TO THE SPECIFICATIONS FOR COMPLETE CONTROL REgJIREMENTS. ® COORDINATE ALL DUCTWORK IN CEILING WITH ALL TRADES PRIOR TO FApRICATING ANY PORTION. SPECIAL CARE SHALL PE REgJIREP IN VAULT ANP SIMULATORS SUITES. O PROVIDE 4" EXHAUST DUCT UP FROM FILM PROCESSOR. CONNECT TO PROCESSOR AS DIRECTED t5Y MANUFACTIXZER. CONSTRUCT ENTIRE FILM EXHAUST SYSTEM OF STAINLESS STEEL. f5ALANCE EXHAUST LEG SERVING PROCESSOR FOR 70 CFM. ® THIS CONTRACTOR SHALL TAKE SPF...CIAL CARE IN THIS AREA TO COORDINATE DUCT ROUTING RELATIVE TO STRUCTURAL AND ARCHITECTUIRAL_ CEILING f=EATURES. THE, DUCTS MUST PE RUN A NEW BASE PLAN HAS BEEN ADDED TO THIS DRAWING AS PART OF THIS REVISI❑N, THIS CONTRACTOR TIGHT TO f5OTTOM OF TRUSS. SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE 0 THIS EXHAUST PUCT sYSTELM SHALL �E CONSTRUCTER OF ALUMINUM COMPLETE SYSTEM. COVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE C❑NSIDERED AFTER FINAL BID SUBMITTAL, <� 33 ® THIS CONTRACTOR SHALL TAKE SPECIAL CARE IN THIS AREA TO COORDINATE DUET ROUTING RELATIVE TO STRUCTURAL ANP ARCHITECTURAL CEILING FEATURES. THE RUCTS ANP E6?UIPMENT MUST 15E RUN TIGHT TO POfTOM OF TRUSS. AS BOTTOM OF TRUSS RISES 60 SHALL DUCT MAINS. DUETS SHALL MAINTAIN A MAX SEPARATION OF A!" PEL.OW POTTOM OF TRUSS AS POSSIPLE. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 5/30/03 FOR PERMIT AND BIDDING 1 16/13/03 I ADDENDA #1 3 8115103 I MECH ALT. REVISION DRAWING TITLE MECHANICAL FLOOR PLAN z O U O U JOB NUMBER O ILL SHEET NUMBER Q w J w o' mm2mi 0 ELECT. RM r ❑ F-11 � kw �— /< + PET 16 z ILSTORAGE I F-8 CT/SIMULATOR 149 I ILA 9 � u I RADIO PHARMACY 14 _ F-7 - \ �F- 11�,— — — — — 917— 10x10 II ___� I [�,j LEW PREP. ROOM � II F-6 OFFICE � — AC-6 L _ TOILET HALL 7 -1 i 150 PH SICIST II / RECEPTION I I I T F_4CDE 147 F-2 , B WAITING C LL=�/ F-1 Fr- `` II HALL 152 IS I I 17w ELECT. RM z -F1 146 Tri, o 412 TREAT. PLAN - - f7 143 CD CD 2 T I v Lo MEN WOMEN v 1 081 F1077 v Q ° ° COFF - Q 102A a Fill - A , v AC ° STORAGE L-J 10 OO5A V 4L 139 DARK RM T 3-8-1 CONTROL RM 134 L_--J HALL HALL 132 137 1/2"CA- 2"CA VALVED &CAPPED WH1\J p MOLD TOILET JAN/M IN 141 140 CD a 142 11 o a IF Q v L \..�. Q 23EX VAULT a a i-- 135 STORAGE/CONTROL 136 TOILET 133 STORAGE FUTURE HILLER F-------------- L—� ® 7-7 T IIII I I F r� F- 15 o Imo di I 11 III I I III I I II I III L yl II IL4T=1� I II L--------------- II I I L - - - - KEYNOTES: IO THIS CONTRACTOR SHALL PROVIDE A TRANS TRADER SUMMIT (ONTRcL. PANEL AT APPROXIMATELY THIS POSITION. COORDINATE CONTROL POWER REQUIREMENTS WITH ELEITRICAL CONTRACTOR PRIOR TO PIDPINC-) THIS WORK REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 0 REFRIGERANT LINES DOWN TO "A(" UNIT. CONNECT AS PER THE MANUFACTURERS REC-OMENPATIONS. VERIFY SCAT DISTANCE AND ROUTING FROM CONDENSER UNITS. 0 REFRIGERANT LINES TO AC UNIT. REFER TO A( UNIT PIPING SCHEMATIC ON DRAWING M3.2. PROVIDE ALL ACCESSORIES FOR COMPLETE, SAFE, PROPER OPERATION AS RELGMMENPEP 15Y MANUFACTURER. TYPICAL ALL AG UNITS. ® PROVIDE A MOTORIZED PAMPER INTERLOCKED TO OPEN JUST PRIOR TO ANY A( UNIT STARTING. REFER TO SPECIFICATIONS ANP COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO PIPPING ANY WORK RELATEP TO THIS PROJECT. 0 RJR TO THE "CONDENSATE UNIT RETAIL" ON PRAWING M3.2. THIS CONTRACTOR SHALL SET CONDENSING UNITS AS INPIGATEP. FEILP VERIFY EXACT PLACEMENT PER MANUFACTURERS PIREGTION TO PROHIPITE DEGRADING PERFORMANCE AND TO ALLOW FOR COMPLETE SERVICING. RACK REFRIG. LINES ON CONCRETE SUPPORT. LINES TO MAINTAIN HEIGHT OF AT LEAST (" Af50VE GRADE ® COORDINATE EXACT ROUTING 0P REFRIGERANT PIPING INTO ANP OUT OF VAULT ROOM WITH GG. PRIOR TO f5IDPING ANY PORTION OF THIS WORK. 0 THIS (ONTRAGTOR SHALL PROVIDE AN "AR(HGRILL.E, MODEL ##AG20 (15 FRAME TYPE) INTAKE GRILLE. SIZE TO �E W'xhd'. PROVIDE WITH FACTORY INSTALLED f5IRD66REEN. SUMMIT COLOR (HART FOR ARCHITECT TO APPROVE COLOR/FINISH. PROVIDE V DEEP PLENUM Af5OVE GRILLE FOR CONNECTION OF OUTSIDE AIR DUCT. CONS LTING Elm 0 BILLING RECEPTION 1 33 C) D HALL 109 414 C:.f WAITING 102 TOILET (CCH. RM 124 ❑ 131 SUB -WAIT OFFICE 123 122 121 BREAK RM 129 I -sz" HALL w c CO F. LOU GE 128 D MECHANICAL PIPING FLOOR PLAN SCALEI 1/8' = 1'-0" 10" 125 I DR'S OFFICE 18A 119 DR'S OFFICE � 117 LOBBY 101 NURSE ST. 1110 EXAM. #1 111 O t OR RM - 120 EXAM. 112 TV C— OE -v/EXAM. #3 TORAGE 113 116 EXAM. #4 El 114 O SUBSTANTIAL CHANGES HAVE BEEN MADE TO THIS DRAWING AS PART OF THIS REVISI❑N, THIS C❑NTRAC"l�❑ SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE CCOVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE C❑NSIDERED AFTER FINAL BID SUBMITTAL, ® THIS CONTRACTOR SHALL PROVIDE AN "ARGHGRILLE" MODEL ##AG20 (f5 FRAME TYPE) I`t PROVIDE A SHEET METAL GAP ON THIS OSA DUCT INTAKE GRILLE. SIZE TO �E Zd'xhd'. PROVIDE WITH FACTORY INSTALLED I3IRDSGREEN. IOx10 AT POSITION APPROXIMATELY AS 61"IT COLOR (HART FOR ARCHITECT TO APPROVE COLOR/FINISH. PROVIDE V DEEP LOCATED FOR FUJfURE CONNECTION TO A(-3 AND AG-10. PLENUM APOVE GRILLE FOR CONNECTION OF OUTSIDE AIR DUCT. 15 PROVIDE TERMINATION OF CHILLED WATER PIPING FOR LINEAR ACCELERATOR UP APPROXIMATELY 9 0 PROVIDE A IS"Wx12"H RUSKIN MODEL_ ##E1.P6375X AT APPROXIMATELY THIS POSITION. AT THIS POSITION. COORDINATE EXACT TERMINATION POINT WITH G.G. PRIOR TO 15IDPING THIS COORDINATE EXACT POSTION IN FIELD WITH G.G. PRIOR TO STARTING ANY WORK WORK. RELATING TO SETTING THIS LOUVEfZ. SUMMIT COLOR CHART TO ARCHITECT FOR FINAL IG PROVIDE I" CONTROL CONDUIT IN TRENCH WITH GRILLED WATER PIPE FROM GRILLER COLOR/FINISH APPROVAL PROVIDE LOUVER WITH MANUFACTURERS INSTALLED PIRD TO CITY WATER SWITCH OVER CONTROL PANEL IN VAU..T(130Tt1 PH I AND PH III VAULTS). SCREEN. PROVIDE (a" PEEP PLENUM f5EHINP LOUVER. 17 PROVIDE AN AIR GGMPRESSOR AT THIS POSITION. SIZE, ACCESSORIES, AND CAPACITY EQUAL TO A "ORAINGER MODEL# 4f5"3 VERTICAL TYPE WITH AUTO DRAIN ANP ALL NEG(ESSARY FITTINGS I� PROVIDE A IS"W x I2"H RUSKIN MODEL # ELF6375X AT APPROXIMATELY THIS POSITION. AND ACCESSORIES AS RECOMMENDED PY THE MANUFACTURER FOR COMPLETE SAFE OPERATION COORDINATE EXACT P05TION IN FIELD WITH G.G. PRIOR TO STARTING ANY WORK Ig PROVIDE 3/4COMPRESSED AIR LINE U' WALL TO CEILING. PROVIDE FILTER PRYER IN RISE RELATING TO SETTING THIS LOUVER. SUp IIT COLOR (HART TO ARCHITECT FOR FINAL ON WALL AS REQUIRED 15Y THE LINEAR ACCELERATOR MANUFACTURERS RECOMMENDATIONS. COLOR/FINISH APPROVAL. PROVIDE LOUVER WITH MANUFACTURERS INSTALLED 15IRD SCREEN. PROVIDE 6" PEEP PLENUM �f—HINP LOUVER. 19 1/2" LINE DOWN IN CORNER OF (LOB . PROVIDE 2" FL..EXIftE CONDUIT FOR COMPRESSED AIR II PROVIDE A RELIEF GRAVITY DAMPER IN RELIEF DUCT AT APPROXIMATELY THIS POSITION. LINE OVER TO VAULT PIT. SEAL_ f5OTH ENDS OF GONPUIT AFTER INSTALLATION. GRAVITY PAMPER TO OPEN UPON STATIC PRESSURE DIFFERENTIAL OF .15" (ADJU6TAf5L.E). ® CHR, CHS FROM CHILLER((H-1) TO CITY WATER SWITCH OVER PANEL, ANP (HR AND CHS FROM IZ REFER TO THE "AIR COOLED GRILLER (CH-1) PIPING SCHEMATIC ON DRAWING M3.2 PANEL TO ACCELERATOR PIT. PROVIDE "PEX—GUARD TERMINATOR ON PIPE AS PER THE PIPE FOR ADDITIONAL PIPING/ACCESSORY REQUIREMENTS. MANUFACTURERS RE6,CIMMENDATIONS. COORDINATE EXACT TEMINATI0N6 POSITIONS WITH G.G. IN FIELD PRIOR TO STARTING ANY PORTION OF THIS RELATED WORK. 13 THIS CONTRACTOR SHALL RACK ALL REFRIGERANT PIPING ON CONCRETE SUPPORTS AT DISTANCES AS DEPICTED WITHIN THE SPECIFICATIONS. THERE SHALL 1 f TWO LEVELS OF REFRIGERANT PIPES OF TEN SUCTION ANP TEN LIQUID LINES THROUGH WALL AT APPROX. THIS P6161TION THEN UP TO AJ50VE CEILING. ROUTE EACH INDIVIDUAL AG UNIT. COORDINATE EXACT ROUTING, DISTANCE, ANP ANY ADDITIONAL PIPING REQUIREMENTS ANP PROVIDE AS RECOMMENDEP. OZ CHR, 6416 ANP I/V GA LINE UP IN VAULT PIT. PROVIDE "PEX—GUARD" TERMINATOR ON CHR ANP (HS PIPE AND ISOLATION VALVES ON ALL PIPES. THIS CONTRACTOR SHALL COORDINATE EXACT LOCATION WHERE PIPES RISE INTO PIT WITH GG. ANP VARIAN REQUIREMENTS IN FIELD PRIOR TO IN ANY PORTION OF THIS WORK. 22 THIS CONTRACTOR SHALL PROVIDE ANP COMPLETE ANY DRAINS OFF OF EQUIPMENT TO AN APPROPRIATE DRAIN PROVIDED AS PART OF THIS PROJECT. DANIEL CHANG, AL 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 f THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 1 1/24/03 1 60% OWNER REVIEW D 1 3/14103 1 BANK LOAN PACKAGE E 1 5/12/03 1 FOR REVIEW F 1 5/30/03 1 FOR PERMIT AND BIDDING 2 1 6125/03 1 ADDENDA #2 3 1 8115/03 1 MECH ALT. REVISION I I DRAWING TITLE MECHANICAL PIPING PLOORPLAN JOB NUMBER SHEET NUMBER M2o2 z O U) z O O LL. a w W T- i y -4 j INTERRUPT EXTERNAL DUCTHRAP AT FIRE DAMPER. SEAL THE EDGES OF ALL TRIMMED DUCTLINER WITH MFGR. APPROVED SEALANT. PROVIDE METAL NOSING ON INSULATION EDGED FACING THE AIRSTREAM. WRAP FIRE DAMPER FRAME HITH EXTERIOR DUCTHRAP — DO NOT COVER BREAKAWAY JOINTS. — STEEL SLEEVE PROVIDE CEILING ACCESS PANEL WHERE REQUIRED TO SERVICE DAMPERS ABV. INACCESSIBLE CEILINGS. • INDICATES FIRE DAMPER LOCATION. NO SCALE A3 AIR GAP PER MANUFACTURER'S RECOMMENDATIONS. RETAINER ANGLES, FULL PERIMETER. FIRE DAMPER WITH BLADES STACKED OUT OF THE AIRSTREAM. CONNECT DUCTWORK TO THE FIRE DAMPER WITH APPROVED BREAKAWAY CONNECTIONS. SHEET METAL SCREW OR OTHER PERMANENT FASTENERS SHALL NOT BE ACCEPTABLE. BRACE DUCTWORK ON BOTH SIDES OF DAMPER AS REQUIRED. 1/2 PROVIDE ROUND TO Oly TRANSITION AS REQUIR :PENDENTLY zlORT DIFFUSER =GRAL PLENUM H 1/2" INTERNAL NG PIPE OR DUCT FIRBERGLASS BATT INSULATION COMPRESSED 60% — HINGED DUCT ACCESS PANEL IN ACCORDANCE WITH SMAGNA. THE MINIMUM SIZE FOR ANY ACCESS PANEL SHALL BE 18" X 18". IN DUCTS SMALLER THAN 18" X IS", THE FIRE DAMPER AS WELL AS A SHORT SECTION OF DUCT ON EITHER SIDE OF THE HALL PENETRATION SHALL BE 18" X 18". LOCATE ACCESS DOOR IN THIS SECTION OF DUCT, TRANSITION TO THE SMALLER DUCT SIZE SHOWN ON THE DRAWINGS AFTER THE ACCESS PANEL. A I ml 13 ivj 1 :2 1 Aim EQUIPMENT PAD DETAIL. No SCALE ON INSULATED PIPING, PROVIDE U.L. LISTED 3M FIRE SEALING SYSTEM — 0 LAY —IN CEILING PATTERN DEFLECTOR N CENTER TEE * SIDE TEE FURNISHED BY CEILING SUPPLIER (TYPICAL) LINEAR SLOT DIFFUSER DETAIL. NO SCALE TRUNK DUCT A3 HALL OR FLOOR STEEL SLEEVE — REFER TO THE SPECIFICATIONS. PACK VOID BETNEEN THE INSULATION COVERING AND THE SLEEVE HITN SAFING INSULATION. INSULATION COVERING, CONTINUOUS THRU THE PENETRATION. PIPE NOTE: CAULK BOTH ENDS HITN 3M BRAND I. PROVIDE SLEEVES AT ALL FIRE BARRIER CAULK. PARTITION PENETRATIONS, WHETHER OR NOT THE PARTITION IS RATED. 2. EXTEND SLEEVES THRU FLOORS 2" ABOVE THE FLOOR. PENETRATION DETAIL NO SCALE INSULATED FLEXIBLE DUCT AIR FLOW AIR EXTRACTOR NOTE: DUCT/PIPE MUST "FLOAT" IN OPENING AND NOT HAVE CONTACT WITH PARTITION 16 GAUGE SHEET METAL SLEEVE (NOT REQUIRED IN SOLID WALL) PROVIDE 1/2" MIN. 1" MAX. CLEARANC !�� SEAL BOTH SIDES AIRTIGHT CLOSED CELL POLYURETHANE BACKING ROD DUCT/PIPE THRU NON -RATED PARTITION. No SCALE JACKET SHEET METAL SCREW (IN BOTTOM OF FITTING) TIE WRAP DUCT TAPE LINER / \ Lv INSULATION WHERE SPIN —IN FITTING SPIN —IN FITTINGS SPECIFIED VOLUME CONTROL — DAMPER � BRANCH DUCT TYPICAL BRANCH TAKE -OFF FITTING No SCALE AIR FLOP IDENTICAL DUCT SIZE MAXIMUM UNSUPPORTED VANE LENGTH = 36" INSTALL VANES IN SECTIONS OR USE 114" TIE RODS TO LIMIT UNBRACED VANE LENGTH SINGLE THICKNESS TURNING VANES �qoo 1� MITER ELBOW WITH TURNING VANES NO SCALE FLEX TO DUCT CONNECTION DTLw NO SCALE AIR FLOW AIR FLOW BRANCH BALANCING DAMPER — MINIMUM OF I DUCT DIA. FROM MAIN DUCT RECT. SUPPLY/RETURN EXHAUST BRANCH. NO SCALE DAN I E L CHAN G, AIA ?130 KINGSTON CT., SUITE E OARIETTA, GEORGIA 30067 770] 644.9200 tel [770] 644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED N WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 1 1/24/03 1 60IN OWNER REVIEW D 1 3/14/03 1 BANK LOAN PACKAGE E 1 5/12/03 1 FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING 3 8/15/03 1 MECH ALT. REVISION I 1 I 1 W 1-- Z Up O� J LL U� Z� OLL oz OLL cai� z a r7 C • DRAWING TITLE MECHANICAL DETAILS JOB NUMBER SHEET NUMBER mAdmlbI, z O U z O U 0 0 w co w J w 0 VIBRATION ISOLATII BY MANUFACTURER (TYPICAL) OUTSIDE Ally MAIN RETURN I AIR MAIN FIELD FABRICATED RETURN AIR ---- PLENUM. CONSTRUCT AS PER THE MANUFACTURERS RECOMMENDATIONS. MIN. PLENUM DEPTH 18" , CHILLED HATER COIL REFER TO DETAIL -\ I ONTAL AIR LING UNIT SECONDARY DRAIN PAN- HITH ALARM/SHUT DOWN ACTUATOR. AC UNIT NO SCALE CHANGES HAVE BEEN IF MADE T❑ THIS DRAWING AS PART OF THIS REVISI❑N, THIS CONTRACTOR J THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE C❑NSIDERED AFTER FINAL BID SUBMITTAL. Q COORDINATE EXACT CONNECT TO STRUCTURE WITH G.C. PRIOR TO STARTING ANY WORK RELATED TO THIS PROJECT. SUPPLY AIR MAIN CONDENSATE TRAP 1 1/4" COND. DRAIN TO HUB DRAIN. TRAP AS REQUIRED. COORDINATE EXACT TERMINATION POINT HITH PLUMBING CONTRACTOR Awn AQr_WITFC:T PRIOR TO BID. DETAIL CHILLER CH - I STRAINER PUMP INTEGRAL TO CHILLER CH-1 AIQ COOLED CHILLE2(CN-1) PIPING NO SCALE WALL LINE SEE FLOOR PLAN PROVIDE WEATHERPROOF PROTECTIVE COATING ON ALL EXTERIOR EXPOSED REFRIGERANT SUCTION INSULATION. FILTER DRIER LIQUID LINE SIGHT GLASS WITH PROTECTIVE COVER. SIZE REF. LINES IN ACCORDANCE WITH THE MFR'S RECOMMENDATIONS PROVIDE SLEEVES AND SEAL TO MAKE WEATHERTIGHT. REF. LINES TO RISE UP IN FURRING -COORDINATE WITH THE ARCHITECT. CONDENSOQ UNIT SCHEMATIC NO SCALE LINEAR ACCELERATOR CONCRETE VAULT 1 1/2"" CNEMATIC REFER TO CH-1 UNDERGROUND PIPE SECTION DETAIL, NDENSING UNIT 4" CONC. PAD AT CONDENSER (TYP) IN P ANIEL CHANG, AIA 30 KINGSTON CT., SUITE E \RIETTA, GEORGIA 30067 r0] 644.9200 tel [770] 644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED WHOLE OR PART. IT SHALL NOT BE USED ON OTHER IOJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 5/12103 FOR REVIEW F 16/30/03 I FOR PERMIT AND BIDDING 3 18/15/03 I MECH ALT. REVISION DRAWING TITLE MECHANICAL DETAILS z O H U 7) U) z O U rY JOB NUMBER O w SHEET NUMBER I Q w J w CK mvm3n2 PLUMBING GENERAL NOTES I 1.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF UTILITIES IN FIELD. 2.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. I 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 4.) CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 5.) COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCES. 6.) INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH BATTERY OF FIXTURES. ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. REFER TO PLUMBING SPECIALTIES SCHEDULE. 7.) ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 8.) INSULATE DOMESTIC HOT, COLD WATER LINES WITH 1" FIBERGLASS. 9.) ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES EXCEPT AS SPECIFICALLY NOTED, OR IN MECHANICAL ROOMS. 10.) PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 11.) REFER ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 12.) CONTRACTOR SHALL FURNISH AND INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 13.) NO PIPING SHALL BE RUN THROUGH OR ABOVE ELECTRICAL ROOMS. 14.) PROVIDE CLEANOUTS FOR SANITARY PIPING SYSTEMS IN ACCORDANCE WITH LOCAL BUILDING CODES. 15.) CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS, ALL WORK SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 16.) IN ADDITION TO CLEANOUTS INDICATED ON PLANS, CLEANOUTS SHALL BE LOCATED AND INSTALLED IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES HAVING JURISDICTION. 17.) PIPE ROUTING IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING OR ANY ADDTIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION AND CLEARANCES. CONTRACTOR TO VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND OBSTRUCTIONS OF ALL TRADES AND ROUTE PIPING TO AVOID INTERFERENCES. 18.) COLD AND HOT WATER PIPING SHALL BE TYPE 1" HARD COPPER. 19.) THE CONTRACTOR SHALL PROVIDE ONLY NON-COMBUSTIBLE PIPING IN RATED ASSEMBLIES AND CHASES. 20.) ALL FLOOR DRAINS SHALL HAVE TRAP PRIMER CONNECTIONS AND SHALL BE SUPPLIED FROM AUTOMATIC TRAP PRIMERS CONNECTED TO THE NEAREST SINK. RUN 1/4" SOFT COPPER TUBING FROM TRAP PRIMERS T FLOOR DRAIN TRAP PRIMER CONNECTION. TRAP PRIMERS SHALL BE EQUAL T ZURN "SAM-GUARD" MODEL Z-1022. 21.) ALL HANDICAP FIXTURES SHALL BE MOUNTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 22.) ALL UNDER GROUND SANITARY LINES SHALL SLOPE 1/4" PER FOOT PIPING 2 1/2" OR LESS AND 1/8" PER FOOT FOR PIPING 3" TO 6". 23.) ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAY AND VIBRATION THE ENTIRE LENGTH. 24.) ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR , OR CEILING PENETRATIONS. 25.) DRAIN, WASTE, AND VENT PIPING LOCATED IN FIRE RATED WALL ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB OR BELL AND SPIGOT FITTINGS. 26.) PROVIDE CLEANOUTS EVERY 50 FEET (Y PIPING OR LESS) AND EVERY 80 FEET (4" PIPING OR MORE), AT CHANGES IN DIRECTION, AT BASE OF DOWNSPOUTS, AND AT BASE OF SOIL AND WASTE STACKS PUMP SCHEDULE ELECTRIC LECTRICDATA MARK LOCATION TYPE DATA GPH HEAD (FT) BASIS OF DESIGN REMARKS RCP-1 LAUNDRY ROOM HOT WATER 1 /25TH HP 115/1 /60 10.8 6.0 GRUNDFOS MODEL #UP15-10B7 --- RECIRCULATION 1. PROVIDE AND INSTALL PUMP AS RECOMMENDED BY THE PUMP MANUFACTURER FOR COMPLETE SAFE OPERATION OF THIS PUMP TO ACHIEVE I HE REQUIREMEN 15 OF I H15 L)E5)IUN. ELECTRIC, WATER HEATER SCHEDULE ELECTRIC GPH NOMINAL MARK LOCATION TYPE DATA (1007 TEMP. RISE) STORAGE BASIS OF DESIGN REMARKS WH -1 LAUNDRY ROOM TANK TYPE 15 KW 460/3/60 61 50 A.O. SMITH MODEL#DSE-50 --- 1. PROVIDE AND INSTALL WATER HEATER AS RECOMMENDED BY THE WATER HEATER MANUFACTURER FOR COMPLETE SAFE OPERATION OF THIS WH TO ACHIEVE THE REQUIREMENTS OF THIS DESIGN. 2. PROVIDE WITH MINIMUM 4" HIGH HOUSEKEEPING PAD. 3. REFER TO THE ELECTRIC WATER HEATER DETAIL ON DRWG P3.2 FOR SPECIFIC INSTALLATION/ACCESSORIES REQUIREMENTS. 8`111MBOus & ABBREVIATIONS SYMBOL ABBREVIATION DESCRIPTION SAN SOIL OR WASTE PIPE BELOW SLAB SAN SOIL OR WASTE PIPE ABOVE CLG. V VENT PIPE ------ - --- CW COLD WATER PIPE - - HW HOT WATER PIPE �x` FD FLOOR DRAIN FS FLOOR SINK • FCO FLOOR CLEANOUT HD HUB DRAIN COTO CLEANOUT TO GRADE GV GATE VALVE CKV CHECK VALVE STR STRAI N ER I U UNION CONNECT TO EXISTING AFF ABOVE FINISH FLOOR A/C ABOVE CEILING (BF) BARRIER FREE B/S BELOW FLOOR SLAB B/G BELOW GRADE P PLUMBING FIXTURE VTR VENT THRU ROOF WHA WATER HAMMER ARRESTER FLOOD DRAIN SCHEDULE MARK BODY GRATE OR STRAINER MANUFACTURER OR APPROVED EQUIVALENT 6" NICKEL BRONZE J.R. SMITH #2005L-A-6NB-PO50 FD CAST IRON ROUND, 1/2" TRAP WADE W-1100-STD6-1 PRIMER CONNECTION ZURN ZN-415-6B-P FLOOR DRAIN NOTES 1. FURNISH ALL FLOOR DRAINS & HUB DRAINS WITH 4" DEEP WATER SEAL 'P' TRAPS. 2. FURNISH ALL FLOOR DRAINS & HUB DRAINS WITH TRAP SAME SIZE AS BRANCH LINE. 3. PROVIDE ALL FLOOR DRAINS WITH WIDE ANCHOR FLANGE AND CLAMPING DEVICE. ATTACH FLOOR DRAINS TO MEMBRANE IN FLOOR. WHEN FLOOR DRAINS ARE LOCATED IN NON -MEMBRANE FLOORS, THEY SHALL BE FLASHED IN COMPLIANCE WITH SPECIFICATIONS 4. TRAP PRIMER: J.R. SMITH #2699; WADE #W-2400S; ZURN #Z-1022 5. ALL FLOOR DRAINS EXCEPT THE SHOWER DRAIN SHALL BE PROVIDED WITH A TRAP PRIMER. 6. THE FLOOR DRAIN BODY SERVING THE FILM PROCESSOR SHALL BE CONSTRUCTED OF BRONZE FOR CORROSIVE RESISTANCE CLEANOUT NOTES PROVIDE J.R. SMITH, WADE, OR ZURN MODELS LISTED: 1. FINISHED FLOORS: J.R. SMITH #4033L, WADE W-6000-1, ZURN #ZN-1400 2. FINISHED FLOORS, HEAVY DUTY: J.R. SMITH #4113L, WADE W-6000-1, ZURN #ZN-1400-HD 3. CERAMIC & TERRAZZO AREAS: J.R. SMITH #4193L, WADE W-6000-U-1, ZURN #ZN-1400-Z 4. LINE CLEANOUTS: J.R. SMITH #4472T, WADE W-8470-R, ZURN #ZS-1468 5. STACK CLEANOUTS: J.R. SMITH #4532S, WADE W-8460-R, ZURN #Z-1446 6. UNFINISHED OR OUTSIDE AREAS: J.R. SMITH #4239L, WADE W-6000-Z, ZURN #Z-1400-HD INSTALL COTG IN 24" x 24" x 4" HIGH CONRETE PAD. PLUMBING FIXTURE SCHEDULE MARK FIXTUR SOIL WAST VENT H.W. C.W. MANUFACTURER, OR APPROVED EQUIVALENT PROVIDE A "CHICAGO" WASHER WALL WASHER WALL COONECTION BOX. BOX TO ACCOMODATE P-1 CONNECTION 411 ----- 1/2" 1/2" DRAIN NW AND CH. CONNECTION. INSTALL IN ACCORDANCE WITH BOX STATE * LOCAL REQUIREMENTS. KOHLER "HIGHLINE" MODEL #K-3544 P-2 WATERCLOSET SEAT TO BE A KOHLER #K-4653. KOHLER HANDICAP 411 2" 1/211 #K-7637 ANGLE SUPPLY WITH STOP INSTALL IN ACCORDANCE WITH A.D.A., STATE * LOCAL REQUIREMENTS. KOHLER #5016-ER WALL HUNG WITH SLOAN ROYAL #186-IYB FLUSH P-3 URINAL 211 211 3/4" VALVE * JOSAM SERIES CHAIR CARRIER. HANDICAP INSTALL IN ACCORDANCE WITH A.D.A., STATE * LOCAL REQUIREMENTS. KOHLER #K-21g6-IN "PENNINGTON" WITH #K-15815-K/K-15850-4N LAVATORY FAUCET, #K-7605-P ANGLE SUPPLY #K-SggB ADJUSTABLE P-TRAP P-4 LAVATORY 1 1/4" 1 1/2" 1/211 1/21' #8872 17 GA. C.P. BRASS 'P' TRAP PROVIDE TRUEBRO #102 INSULATION KIT WITH ACCESSORY #105. AMER, STD. #4867.024 'REGALYN' WITH CHICAGO #404A-317 LAVATORY FAUCET, McGUIRE #155WC C.P. OFFSET OPEN GRID DRAIN * 17 GA. TAILPIECE, WALL HUNG #8872 17 GA. C.P. BRASS 'P' TRAP LAVATORY I I/4" 1 1/2" I/2" 1/211 HALL / P-5 LOOSE KEYD,STOPS, AND ZURNPPLIES SERIES - HANDICAP CONCEALED ARM CHAIR CARRIER. PROVIDE TRUEBRO #102 INSULATION KIT WITH ACCESSORY #105. INSTALL IN ACCORDANCE WITH A.D.A., STATE 4 LOCAL REQUIREMENTS FIAT #MSB 2424 WITH #830-AA FAUCET, P-6 MOP SINK 311 211 1/2" 1/2" #832-AA HOSE 4 BRACKET, * #889-CC-2411 MOP HANGER WALL HUNG ELKAY MODEL #EBFATL-6 WITH McGUIRE P-7 BI-LEVEL I I/4 „ I I/2 „ 11 1/2 #8872 17 GA C.P. BRASS 'P' TRAP $ WALL E.D.F. BEND, #H2165LK G.P. SUPPLY WITH LOOSE HANDICAP KEY STOP, AND JOSAM CHAIR CARRIER JUST SB-1215-A-GR, JUST #JGN-750 P-8 COUNTERTOP S.S. SINGLE 1 1/2" 1 1/2" 1/2" 1/211 FAUCET, JUST #J-15-FS DRAIN, McGUIRE #S912 17 GA. C.P. P TRAP BASIN SINK WALL BEND, AND #H21G5I_K G.P. SUPPLIES WITH LOOSE KEY STOPS P9 SHOWER 311 21' 1/2" 1/2" SYMMONS #S-g6-300-B30 TEMPTROL SHOWER FAUCET/SPY, KOHLER #K-9132 DRAIN. INSTALL IN ACCORDANCE WITH A.D.A., STATE $ LOCAL REQUIREMENTS NOTES: 1. WHERE COLOR/FINISH OPTIONS ARE AVAILABLE FOR FIXTURES, SELECTIONS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. 2. VERIFY SINK DIMENSIONS WITH ARCHITECT RE : MILLWORK. 3. FIXTURES FOR USE BY THE HANDICAPPED: A. INSTALL IN ACCORDANCE WITH A.D.A., STATE, AND LOCAL REQUIREMENTS. B. THE FORCE REQUIRED TO ACTIVATE FLUSH VALVES SHALL BE 5 LBS MAXIMUM. C. FLUSH ACTIVATOR SHALL BE LOCATED ON WIDE SIDE OF THE STALL. D. THE FAUCET CONTROLS AND THE OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING AN OPERATING FORCE EXCEEDING 5 LBS, OR TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 4. WHERE AIR GAP IS NOT FURNISHED WITH EQUIPMENT, PROVIDE WATTS SERIES 7 DUAL CHECK VALVE BACKFLOW PREVENTER IN SUPPLY LINE. 5. HANDICAPPED FIXTURES: INSULATION OF PIPES UNDER HANDICAPPED LAVATORIES AND SINK: INSULATE ANGLE STOP ASSEMBLIES AND DRAIN LINES WITH FOAM INSERT COVERED WITH A 1 /8" MINIMUM ABRASIVE RESISTANT EXTERIOR COVER WITH FASTENERS LOCATED OUT OF SIGHT, BROCAR TRAP WRAP KIT 50OR AND 500HS, OR EQUIVALENT. 6. THE SINKS SERVING THE BREAK AND COFFEE AREA SHALL BE PROVIDED WITH AN ADDITIONAL HOLE FOR MOUNTING AN ADDITIONAL FAUCET(LEVER TYPE). AS INDICATED ON THE DRWGS THIS ADDITIONAL FAUCET SHALL BE CONNECTED TO THE CARTRIDGE FILTER MOUNTED UNDER THEIR SPECIFIC COUNTER. SINKS SERVING THESE AREA SHALL HAVE 4 HOLES AND THE ADDITIONAL FAUCET SHALL BE AN AMERICAN STANDARD MODEL #2021.60OX WITH POISHED CHROME FINISH. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [7701644,9200 tel [7701644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B I12/11/02 I SCHEMATIC DESIGN C 11/24/03 60% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 6/30/03 I FOR PERMIT AND BIDDING 1 16/13/03 I ADDENDA#1 3 18/15/03 I MECH ALT. REVISION I I I I I LLJ LLJ 0® >� W V 0d Oj .jLL ® '^j V® Zw p0 o n O 4-0 LL Ocl) O z Q U) DRAWING TITLE PLUMBING NOTES AND SCHEDULES JOB NUMBER SHEET NUMBER Z O U D rY U) Z O Orf ii w Q w w Io� AE in 5 ELECT. RM _ F-11 I M Fil I III PET II / II o I 14 STORAGEi 1 I I F-8 _ F-9 ILA ul r- RADIO PHARMACY -fl F-7 III PREP. ROOM IL3/4" H/CW— OFFICE 11 CA PED FOR F-5 I' U-TJJ R E �-4= = = = = - / TOILET E - / RECEPTION FF F-4 ❑� - F-2 rr— i IF HALL WAITING F-1 152 I I Q \ -- I7� I C /SIMU TOR + IJILl + I. 1 /2"DN XIMATRON 3/4" — g Fl48 L-J 3/4'► CONTROL. RM 144 PHYSICIST 147 TALL 150 TREAT. PLAN 143 n n 3 /4" HALL 139 P-2 3/4"DN I D N -7 MEN Q a / CLOSET a L/ J L I ElI 135A ° 108 23E VAULT a . � a . P ° 35 P=8 4. v ° o v CLOSET .3/4 /2..°D 4 ❑ ❑ 135A � I I < I I FL 8.. a 0 kRK RM --'I � 138 L----J 1 1 /4" ©NTROL RM HALL 134 132 HA 137 1 /2" • R - _ wrm • • • 1STORAGE/CONTROL II�1 1 1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUII Iliunl�tonunuuumwunnnm�inuuunnmmmm��. �I A I� LP-5 II I--- �\_J L—� I I I I I LI II _ I i _� II I I I l i Iliwo ��-� olli I i � I I I Illl L � I II L--------------J II IL �--J 105A �— /4" P - 5 TOILET -�J ❑SUB -WAIT 123 CO F. LOU GE c] 128 CONJULTING 105 / A NEW BASE PLAN HAS BEEN ADDED TO THIS DRAWING AS PART OF THIS REVISI❑N. THIS CONTRACTOR SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE COVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE C❑NSIDERED AFTER FINAL BID SUBMITTAL, T 2 1" CW 1 /�"CW DN(TYP.) 107 A/2„ - I - umu 0 FILES 106 `1„ --3 4" WAITING \ 102 —1 /2" 1 " I 11/2"H/CW DN. HALL 127 RECEPTION LOBBY 103 101 64Lt1NGK%HALL NURSE ST. 1 4 109 C W 1p I H WR H W ❑EXAM. #1 2 1 /2" Q3/4)p 111 8 CH. RM 2 124 OFFICE DM . WOR RM 1/2"_ - P- BFP ASSEMBLY AS REQUIRED BY LOCAL 122 120 n 121 L/V7. � CODE BODY HAVING JURISDICTION. EXACT 112 POSITION TO BE COORDINATED WITH G.C. AND CIVIL PRIOR TO BIDDING THIS PROJECT. CH. RM #1 HAL 1 /2" CL S 125 126 3 /4" 3 n n / 2 1 /2" RISER ❑ ——#3 — UP TO CLG. V EXAM.CAV 113 TORAG EXAM DR'S OFFICE DR'S OFFICE 119 117 116 0 114 P-8 — P�-8 2 1 /2 WATER LINE TO CITY MAIN COORD. COURTYARD EXACT CONNECTION 118 IN FIELD W/ CIVIL PLUMBING(DOMESTIC WATER) FLOOR PLAN SCALEI 1/8" = 1'-0" KEYNOTES: I� REFER TO THE IN -LINE PUMP PIPING SCHEMATIC ON DRAWING P3.2 FOR SPECIFIC ACCESSORIES ANP PIPING REgJIREMENTS. CONNECT I" WATER FILL LINE AT APPROXIMATELY THIS POSITION. PROVIDE VALVED LINE FOR MECHANICAL CONTRACTOR TO CONNECT TOO. COORDINATE POSITION OF CONNECTION WITH MECHANICAL IN FEILD PRIOR TO STARTING ANY WORK RELATEP TO THIS SYSTEM. PROVIDE ff`P AS REQUIRED ICY CODE. 0 COORDINATE EXACT ROUTING OF GW, HW, WASTE ANP VENT LINES INTO ANP OUT OF VAULT WITH G.G. PRIOR TO 15IPPINO THI5 PROJECT. ® THIS CONTRACTOR SHALL VERIFY CITY WATER PRESSIFE ANP PROVIDE PRV AS REgUIRED. COORDINATE EXACT P061TION OF PRV IN FIELD WITH G.G. IF REQUIRED. ilv, CW TO NFHi5 AT THIS POSITION. REFER TO THE SPECIFICATIONS FOR SPECIFIC REq JIREMENTS. ® PROVIDE I/2" LINE DOWN TO SIAMESE HOSE f5IPP AT APPROXIMATELY THIS POSITION FOR USE WITH FILM PROCESSOR. COORDINATE EXAOT POSITION IN FIELD WITH G.C. PRIOR TO ROU61 HIND IN. O7 PROVIDE I" f=UL.L SIZE fFP AS REJIREP 15Y LOCAL COPE f5OPY HAVING JURISDICTION. PROVIDE DRAIN FROM fPP DOWN TO 3" HUB DRAIN. " DRAIN TO HAVE A V MINIMUM LIP AFF. ® I" CW UP TO CITY WATER SWITCH OVER CONTROL. PANEL SWITCH OVER PANEL TO 15E PROVIDED f5Y OWNER TO ICE SET ANP INSTALLED f5Y THIS CONTRACTOR. THIS CONTRACTOR SHALL PROVIDE ALL DEVICES, ACCE66ORIE5, ETC AS'RELVIRED FOR COMPLETE 5AI=E OPERATION OF SWITCH OVER AS RECOMMENDED 13Y MANUFACTLFER. Q THIS CONTRACTOR SHALL PROVIDE A I/" LINE WITH SHUT OFT= VALVE FOR COFFEE MAKER. I� THIS CONTRACTOR SHALL PROVIDE A CARTRIDGE TYPE FILTER ON THE WATER INLET LINE. FILTER SHALL I3E SET TO ALLOW FOR PERIODIC REMOVAL OF CARTRIDGE FILTERS. PUKE CARTRIDGE TYPE WATER FILTERS AT THIS PLUMBING FIXTURE OR WATER DISCHARGE POINT. COORDINATE SPECIFIC WATER FILTER PROVIDED WITH G.G. FOR APPROVAL THIS CONTRACTOR SHALL PROVIDE 4 SETS OF REPLACEMENT FILTER CARTRIDGES AT f5UILDING OCCUPANCY TURNOVER. THE FILTER CARTRIDGE SHALL f5E CONNECTED TO AN ADDITIONAL FAUGET(LEVER TYPE) SERVING THIS SINK A66EMI5LY. COORDINATE TIRE NEED OF AN ADDITIONAL HOLE FOR THE FILTERED FAUCET SERVING THIS SINK PRIOR TO ORDERING THIS SINK PASIN. PROVIDE ALL A66ES60RIE5 AS REqUIREP FOR THIS COMPLETE FILTERED WATER ANP FAUCET. I) THIS CONTRACTOR SHALL PROVIDE A I/2" CW LINE DOWN TO "CHICAGO" TYPE WALL VALVE 15OX. TERMINATE LINE IN WALL VALVE f5OX WITH ANGLE VALVE. COORDINATE EXACT POSITION OF WALL VALVE SOX WITH THE G G. IN FIELD TO BEST SERVE OWNERS REFRIGERATOR. DANIEL CHANG, Al) 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644,9200 tel [770] 644.9202 f,, THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 1/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING 1 16/13/03 I ADDENDA #1 2 16/25/03 I ADDENDA #2 3 18/15/03 I MECH ALT. REVISION DRAWING TITLE PLUMBING DOMESTIC WATER FLOOR PLAN JOB NUMBER SHEET NUMBER z O 1= z O O w w U) Q w J w 0 PLUMBING (SANITARY WASTE) FLOOR PLA SCALEI 1/8' = 1'—Oa A NEW BASE PLAN HAS BEEN ADDED TO THIS DRAWING AS PART OF THIS REVISI❑N, THIS CONTRACTOR ' SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE COVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE C❑NSIDERED AFTER FINAL BID SUBMITTAL, T T 6" SANITARY WASTE LINE COORD, EXACT POSITION FOR CONNECTION IN FIELD W/ CIVIL KEYNOTES: IO THIS CONTRACTOR SHALL GOORPINATE ROJFING OF VENT AND WASTE LINES INTO ANP OUT OF THE VAULT WITH THE G.G. PRIOR TO PIPPING ANY WORK RELATER TO TH16 PROJECT. 0 PROVIDE V' HUI3 DRAIN AT THIS POSITION. PROVIDE WITH V LIP FUNNEL. EXTENTION A.P.F. COORPINATE EXACT POSITION OF HUNG DRAIN IN FIELD WITH G.G. PRIOR TO STARTING THIS WORK. INSTALL HUP DRAIN AS PER LOCAL DOPE DOPY HAVING JURISDICTIONS REgJIREMENTS. 0 PROVIDE V VENT UP IN CEILING SPADE TO FLLL SIZE AIR ADMITANCE VALVE. INSTALL AS PER LOCAL DOPE RE6�UIREMENTS. ® PROVIDE V' FLOOR DRAIN AT APPROXIMATELY THIS POSITION. DRAIN TO f5E SET IN SHOWER MOPU_E. COORDINATE WITH G.G. IN FIELD PRIOR TO f At5RICATING IN PORTION OF THIS WORK. 0 THIS FCO SHALL PE EXTENPEP TO APPROXIMATELY �" AFF. COORPINATEE IN FIELD EXACT TERMINATION POINT. ® THIS CONTRACTOR SHALL PROVIDE A V' STLPER AIR ADMITTANCE VALVE IN MANUFACTURERS 6'x6' VALVE 15OX WITH GRILLE AT THIS POSITION IN SOFFIT. INSTALL PER LOCAL CODE A'NP MANUFACTURERS REgJIREMNETS. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 1/24/03 60% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 5/12/03 FOR REVIEW F 5/30/03 FOR PERMIT AND BIDDING 1 16/13/03 I ADDENDA #1 2 16/25/03 I ADDENDA #2 3 18/15/03 I MECH ALT. REVISION DRAWING TITLE PLUMBING SANITARY WASTE FLOOR PLAN JOB NUMBER SHEET NUMBER P2m2 Z 0 z 0 cro LL U) a w w ly- / ELECT. RM - F- 11 fi E J QI M o. III PE7 i� STORAGEI1 C) II F 8 - F11 91 �u RADIO AAARMACY �F______ II 1111 PREP. ROOM F-6 OFFICE // " TOILET I - / RECEPTION I - NC II Ir-4� - F-2 ) If --'- / C Ei AC-3 II 1 II WAITING I I F-1 \ 1 1 /4" /4" HALL 152 Ld w — z v HALL 150 1 � I I L -1 XIMATRON 148 I I I I M L — �LI t--- CONTROL. RM 144 PHYSICIST TREAT. PLAN' 11 147 �E 143 I 1 /4" E /-1 1 /2' 1 1 /2" HALL 139 4" d \_j L/ 23EX VAULT Q o ° v v 0 135 a � a v i v v ° ❑ O C v ° V L—J ° ° a v v a DARK RM CLOSET MEN Q 135A 108 ° v v v ° ° v Q °v v ° v 138 E CONTROL RM 0 HALL 134 132 L --- J HALL 137 `2" WH / ELECT. RM ® MOLD TOILET 146 JAN/M IN 141 140 (D STORAGE/CONTROL 136 / TOILET 133 STORAGE 130 II--------��J —� it I I 0 I� I F_ � I �I I II�w0 I$I °III I I I I I Illl L 11 I I I � -� I II L — — — — — — — — — — — — — — - II I I TOILET 131 BREAK RM 129 11 CO IF. LOU GE aE 128 E1) EE � CONS LTING 105 WOMEN 107 STORAGE 1 /4" RECEPTION 103 En ILI WAITING 102 LOBBY 10FMTFFP E i NURSE ST. I HAIL 110 ( CD 109 (C]EXAM. #1 111 E H. RM 2 124 L-All OFFICE (� 1729 121 SUB -WAIT 1 1/4" CH. RM #1 HALL 125 126 E C E DR'S OFFICE DR'S OFFICE 119 1 77 PLUMBING CONDENSATE DRAIN PLAN SCALE: 1/8" = 1'—O" SUBSTANTIAL CHANGES HAVE BEEN MADE TO THIS DRAWING AS PART OF THIS REVISION, THIS CONTRACTOR SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE COVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE CONSIDERED AFTER FINAL BID SUBMITTAL, z M120 RM - EXAM. c 112 1 1 /4" fn❑ —9 EXAM. "3 2" 113 FORAGE EXAM. #4 FI 161 114 r D E COURTYARD 118 /01 KEYNOTES: ID THIS CONTRACTOR SHALL PROVIDE COMPLETE CONDENSATE DRAIN LINE TO NEAREST FRENCH DRAIN AS INDICATED. COORDINATE EXACT ROU•f"ING OF LINE IN FIELD PRIOR TO FABRICATING ANY PORTION OF THIS WORK. SLOPE AS PER ANP INSTALL AS PER LOCAL CODE REgJIREMENTS. PROVIDE V CONDENSATE DRAIN LINE DOWN WALL THEN OUT THROUGH WALL TO FRENCH DRAIN. COORDINATE EXACT POSITION IN FIELD. 0 THIS CONTRACTOR SHALL PROVIDE COMPLETE 1 1/2!' GONPENSATE DRAIN LINE IN CEILING SPACE. COORDINATE EXACT ROUTING WITH ALL TRADES PRIOR TO STARTING INSTALLATION TO PROHIJ5ITE. ANY CONFLICTS. SLOPE LINE DOWN AND INSTALL AS PER LOCAL CODE REgJIREMENT5. ® PROVIDE 1 I/V CONDENSATE DRAIN LINE DOWN WALL THEN Off THROUGH WALL TO FRENCH DRAIN. COORDINATE EXACT POSITION IN FIELD. THIS CONTRACTOR SHALL PROVIDE A FRENCH DRAIN TO RECEIVE ALL CONDENSATE AT APPROXIMATELY THIS POSITION. COORDINATE EXACT LOCATION IN FIELD WITH THE G.G. THE FRENCH DRAIN SHALL CONSIST OF A PIT EXCAVATED IN THE EARTH NOT LESS THAN 24 INCHES IN ANY DIMEN510N COMPLETELY FILLED WITH COARSE GRAVEL. THE DRAIN PIPE SHALL EXFENP TO THE PIT ANP SHALL t5E SECURELY ANCHORED IN PLACE. INSTALL PER LOCAL UTILITY COMPANIES REQUIREMENTS. (TYP. OF 3) ® THIS CONTRACTOR SHALL RUN TH15 CONPESATE LINE THROUGH VAULT WALL AT AT APPROXIMATELY THIS POSITION. COORDINATE EXACT LOCATION IN FIELD WITH THE G.G. TAKE SPECIAL CARE IN E6TAf5LI6HIN0 EXACT HEIGHT OF CONDENSATE LINE 50 AS TO MAINTAIN SLOPE OF LINE COMPLETE FROM AG UNIT TO DISCHARGE POINT. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 1 1/24/03 1 BO%OWNER REVIEW D 1 3/14/03 1 BANK LOAN PACKAGE E 1 5/12/03 1 FOR REVIEW F 1 5/30/03 1 FOR PERMIT AND BIDDING 3 1 8/15103 1 MECH ALT. REVISION I I I I I I I ( I JOB NUMBER SHEET NUMBER z 0 U) z 0 0 0 w U) w J w a s i e ►NTml 1/2-CW 3/4" HW/CW VALVED --- AND CAPPED FOR FUTURE CONNECTION. 3/4" HW/CW VALVED AND CAPPED FOR FUTURE CONNECTION. 1 1 /2"H 3/4" FOF 1/2" ZRECIRCULATING PR( PUMP RCP-1 P-1 3/4"HW 3/4" 1 /2" H WR � 1 /2» 34" P-6 � / / 1 "HW 3/4 HW & CW I I 1/2"HW & CW I NFHB \ P-2 1/2" I —5do P P-5 —9 P-5 P-2 P-2 1 /2"H WI 1 /2" 2" V 2" V 4"\/T{? 2"V 2"V 2"V 2„ 2"VTR JIB -COORDINATE EXACT ROUTE OF PIPING OUT OF VAULT w/G.C. 3"VTR " J Y FCO 4"vi 4 J 3 2"V 2"V r\ ^08 3"\ 2»V P-ri I —2„ 2" 3"FD ti P — 8 3/4"HW P-7 WATER SUPPLY ISOMETRIC NOT TO SCALE 3/4"HW P-5 3/4" Ala. 2 1 /2" 3"V 2" V I 2"V, I I �-T) i5-11 w wD �' 3" 4" 1 /2"(TYP.) P— 8 V00001 3" AIR ADMITTANCE VALVE J � 2 ,--1/2"(TYP.) INly:l-3 V FCO 2" WCO FD 3" 3" 3), COORDINATE FCO EXACT ROUTE OF PIPING INTO VAULT w/G.C. \ 3YV 3'1. SANITARY - ISOMETRIC NOT TO SCALE PROVIDE FULL SIZE PRESSURE REDUCING VALVE AND ISOLATION VALVE IN CW PIPE. PROVIDE ACCESS PANEL AS REQUIRED FOR FULL OPERATION AND SERVICE OF VALVES AND/ ACCESSORIES AS REQUIRED FOR COMPLETE CODE COMPLIANCE. 2 1 /2" PROVIDE FULL SIZE BACK FLOW PREVENTER ABOVE GROUND AT LEVEL AND WITH ALL ACCESSORIES AS REQUIRED BY LOCAL CODE BFP BODY HAVING JURISDICTION. COORDINATE EXACT POSITION WITH G.C. AND CIVIL CONTRACTOR PRIOR TO BIDDING THIS PROJECT. CONNECT TO CIVIL. FIELD CORDINATE EXACT POSITION. 4" TO SITE SANITARY 2"(TYP.) FAI C 2 N )ANIEL CHANG, AIA 130 KINGSTON CT., SUITE E ARIETTA, GEORGIA 30067 70] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 1 1/24/03 1 60% OWNER REVIEW D 13/14/03 BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING 1 16/13/03 I ADDENDA #1 3 18/15/03 I MECH ALT. REVISION DRAWING TITLE PLUMBING ISOMETRIC RISERS O JOB NUMBER SHEET NUMBER H U I— Z O U r O LL. 0 LLI U) w J Lu ON INSULATED PIPING, PROVIDE U.L. LISTED 3M FIRE SEALING SYSTEM — CAULK BOTH ENDS WITH 3M BRAND FIRE BARRIER CAULK. COLD WATER EXPANSION TANK WATTS-DET-10 WATER HEATER DRAIN VALVE WITH HOSE ENI WALL OR FLOOR STEEL SLEEVE - REFER TO THE SPECIFICATIONS. PACK VOID BETWEEN THE INSULATION COVERING AND THE SLEEVE WITH SAFING INSULATION. INSULATION COVERING, CONTINUOUS THRU THE PENETRATION. PIPE NOTE: 1. PROVIDE SLEEVES AT ALL PARTITION PENETRATIONS, WHETHER OR NOT THE PARTITION IS RATED. 2. EXTEND SLEEVES THRU FLOORS 2" ABOVE THE FLOOR. PIPE PENETRATION DETAIL NT5 SINK PIPING DETAIL Nrs D/-D I 1/211 H * CH TIGHT TO WALL BEHIND COUNTER THERMOMETER DOMESTIC NOT WATER HOT WATER UNION (TYPICAL) RATED RATURE 3SURE VALVE -OFF LINE =ULL SIZE I DRAIN �ED FLOOR ELECTRIC WATER HEATER DETAIL NTS DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE I DESCRIPTION A 10/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 16/30/03 I FOR PERMIT AND BIDDING 3 18/15/03 I MECH ALT. REVISION o! W F W< �® uj Z W O O.j -1 U. ® - u® Z 00 u.. ® Z cym < Ocj) LL >. L ® Z j o n O L) O ?: w Z Z DRAWING TITLE PLUMBING DETAILS NOTES AND SCHEDULES JOB NUMBER SHEET NUMBER P3m2 z 0 0 U) z 0 U ry 0 LL 0 w w J w WET PIPE SYSTEM TO ❑FFICE AREA, ALL PIPING SHALL BE LOCATED IN CLG SPACE DRY PIPE SYSTEM — TO ATTIC DRY SPRINKLERS FLOW SWITCH--,, I I ,— PRESSURE SWITCH 4' I 4' I ,—AIR COMPRESSOR 4' RELIABLE MODEL 'D' FXG WET PIPE VALVE w/TRIM KIT ' RELIABLE MODEL 'D' FXG DRY PIPE VALVE w/TRIM KIT C❑MPLETE WITH AUT❑MATIC ... _ AIR COMPRESSOR 4' GRV. BUTTERFLY VALVE —ZT2' MAIN DRAIN GRV. BUTTERFLY VALVE w/TAMPER SWITCH VALVE (TYP,) w/TAMPER SWITCH 4' PlA Z F D C �i CHECK VALVE BACKFL❑W - PREVENTER FINISHED FLOOR FIRE PROTECTION GENERAL NOTES 1.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF UTILITIES IN FIELD, 2.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 4.) CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN SCHEDULES AND FITTINGS ACTUALLY INSTALLED. 5.) COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCES. 6.) ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES EXCEPT AS SPECIFICALLY NOTED, OR IN MECHANICAL ROOMS. 7.) PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON —ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 8.) CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS, ALL WORK SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 9.) PIPE ROUTING IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING OR ANY ADDTIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION AND S & Y VALVE CLEARANCES. CONTRACTOR TO VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND OBSTRUCTIONS OF ALL TRADES AND ROUTE PIPING TO AVOID INTERFERENCES. 6' ' FIRE MAIN UNDERGROUND FIRE PROTECTION DESIGN NOTES FIRE PROTECTION RISER DETAIL 1. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF NFPA 13 , 14 & LOCAL AUTHORITHIES. N,T,S, 2. DESIGN DENSITIES SHALL BE: .10/1500sq.ft. WITH 100gpm HOSE 3. ALL MATERIALS, FABRICATION AND INSTALLATION IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 13 APPROVED BY THE LOCAL AUTHORITIES. 4. FIRE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS BEFORE ANY FABRICATION AND INSTALLATION HAS BEGUN. 5. FIRE SPRINKLER CONTRACTOR SHALL ALSO COORDINATE WORK WITH OTHER TRADES THAT MAY COME INTO CONFLICT BEFORE ANY INSTALLATION. 6. SPRINKLER HEADS SHALL BE AS FOLLOWS: A. ALL AREAS — "RELIABLE MODEL G1 CONCEALED AUTOMATIC SPRINKLER". THREAD SIZE = 1/2", ORIFICE SIZE = NOMINAL 1/2", K—FACTOR OF 5.62, MINIMUM OPERATING PRESSURE OF 7.0 psi, TEMPERATURE OF 165`, LISTED STANDARD RESPONSE SPRINKLER B. EXPOSED CEILING AREAS — "RELIABLE MODEL F1 UPRIGHT AND PENDENT AUTOMATIC SPRINKLERS" THREAD SIZE = 1 /2", ORIFICE SIZE = NOMINAL 1 /2", K—FACTOR OF 5.62, MINIMUM OPERATING PRESSURE OF 7.0 psi, TEMPERATURE OF 155°, LISTED STANDARD RESPONSE SPRINKLER. UPRIGHT SPRINKLERS TO BE BRASS. PENDENT SPRINKLERS TO BE CHROME 2—PIECE RECESSED ADJUSTABLE ESCUTCHEON. 7. ALL RISER AND CROSS MAIN PIPING TO BE SCHEDULE 10 BLACK THINWALL PIPE. ALL BRANCH LINE PIPING TO BE SCHEDULE 40 BLACK THREADABLE PIPE. 8. ALL FITTINGS FOR SCHEDULE 10 PIPE TO BE WELDED, FLANGED AND/OR GROOVED. ALL FITTINGS FOR SCHEDULE 40 PIPE TO BE THREADED AND/OR GROOVED. 9. ALL FIRE SPRINKLER COMPONENTS SHALL BE U.L. APPROVED. 10. ALL BULK AND CROSS MAIN PIPING SHALL HANG FROM TOP OF STRUCTURE. 11. ALL BRANCH LINE PIPING IS DIMENSIONED FROM CENTER TO CENTER. ALL BULK AND CROSS MAIN PIPING IS DIMENSIONED FROM CENTER TO CENTER 12. AN AUXILIARY DRAIN SHALL BE INSTALLED WHERE THE QUANTITY OF TRAPPED WATER IS GREATER THAN 5 GALLONS. THE DRAIN SHALL CONSIST OF A VALVE 3/4" OR LARGER. 13. SEE THE FIRE SPRINKLER SPECIFICATIONS FOR ALL OTHER INFORMATION. 14. ALL RECESSED AND CONCEALED SPRINKLERS IN ACOUSTICAL TILE CEILINGS SHALL BE CENTER OF TILE. IN GYPSUM BOARD CEILINGS, SP�INKLER!�_ SHALL BF IN UNIFORM VWTH OT�H�R DES CES. 15. THIS CONTRACTOR SHALL PROVIDE A COMPLETE FIRE PROTECTION SYSTEM FOR THIS ENTIRE FACILITY INCLUDING ALL CANOPIES AND OVERHANGS AS REQUIRED BY LOCAL FIRE DEPARTMENT. Q n A A A . A A A A I A A A A A A A . A A . A ABBREVIATIONS LEGEND ABBREVIATION DESCRIPTION B/F BELOW FLOOR B/G BELOW GRADE B/S BELOW SLAB CW COLD WATER P.O. PLUGGED OUTLET V.O. VALVED OUTLET F FIRE WATER LINE FV FIRE VALVE SV SUPERVISED VALVE ( FIRE WATER LINES) GV GATE VALVE INS INSULATION PIPING LEGEND SYMBOL ABBREVIATION DESCRIPTION —�--F F FIRE WATER LINE — FLOW DIRECTION U UNION BREAK POINT FOR CONTINUING LINE PIPE DOWN W BELOW SLAB OR BELOW GROUND SYMBOLS LEGEND SYMBOL ABBREVIATION DESCRIPTION GV GATE SHUT OFF VALVE (BALL/ GATE) —D0 Vv FCV FLOOR CONTROL VALVE SV --�'— SV SUPERVISED VALVE (FIRE WATER LINES) —� F D C FDC FIRE DEPARTMENT CONNECTION O PENDENT SPRINKLER HEAD ® UPRIGHT SPRINKLER HEAD SIDEWALL SPRINKLER HEAD C 2 N )ANIEL CHANG, AIA 130 KINGSTON CT., SUITE E ARIETTA, GEORGIA 30067 701644.9200 tel [7701644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED I WHOLE OR PART. IT SHALL NOT BE USED ON OTHER 'ROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 16/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING 3 18/15/03 I MECH ALT. REVISION DRAWING TITLE FIRE PROTECTION NOTES AND 0 SCHEDULES U) z 0 0 JOB NUMBER 0 w SHEET NUMBER I Q Flml I p im 6" FW MAIN UNDERGROUND C❑❑RDINATE EXACT C❑NNECTI P❑INT IN FIELD W/ CIVIL 1 T 3 L--------------J II IL- - - - - - - - - - - - - - - - A NEW BASE PLAN HAS BEEN ADDED TO THIS DRAWING AS PART OF THIS REVISI❑N, THIS CONTRACTOR ' SHALL REVIEW THE DRAWING AND VALIDATE THAT ALL ITEMS PER SPECS AND CONTRACT DOCUMENTS ARE FIRE PROTECTION FLOOR PLAN COVERED, NO CHANGE ORDERS DUE TO LACK OF REVIEW SHALL BE C❑NSIDERED AFTER FINAL BID SUBMITTAL, SCALEI 1/8" = 1'-0" DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 10/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 1 3114/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING 3 18/15/03 I MECH ALT. REVISION DRAWING TITLE FIRE PROTECTION FLOOR PLAN SHEET NUMBER F2A'ml z O U D ry U) z O U Q_ O ILL LLI U) Q LLI —1 LLI w r s € .._f.;.{.......f.) PRO."', ._ ELECTRICAL SITE PLAN SCALE: 1" = 20'-0" LE POLE HANDHOLE BOND GROUND FROM CONDUIT TO POLE 1#6 COPPER GROUND \ 0 I i� a 'O 3/4" X 8'-0" COPPERWELD GROUND ROD K ANCHORBOLTS AND TEMPLATE FURNISHED WITH POLE 1" CHAMFER ALL AROUND CONDUIT 3000 P.S.I. CONCRETE BASE WITH 6 #4 BARS VERTICAL SPACE AT 60 DEGREE WITH #2 TIES 12" O.C. 14" DIAMETER POLE MOUNTED FIXTURE NO SCALE MARK "PV) SITE NOTES 1. ALL CONDUIT FOR ELECTRICAL SERVICE SHALL BE INSTALLED PER UTILITY STANDARDS AND SHALL HAVE MINIMUM 42" COVER. CONTRACTOR SHALL BE RESPONSIBLE FOR FILING WITH UTILITY AND INSTALLING PER UTILITY INSTRUCTIONS. DIVISION 16 SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED PAD MOUNTED TRANSFORMER, CONCRETE PAD, METERING, GROUNDING, ETC. 2. CONTRACTOR SHALL INSTALL ALL TELEPHONE CONDUIT PER TELEPHONE COMPANY STANDARDS. CONTACT PHONE COMPANY BEFORE ANY WORK BEGINS AND COORDINATE WITH PHONE COMPANY. 3. RUN CIRCUITS OL-2,4,5,6 THRU LIGHTING CONTACTOR. 4. PROVIDE ALL ASSOCIATED FIRE ALARM WIRING FOR POST INDICATOR VALVE. 5. PROVIDE SWITCH FOR CIRCUIT OL-2 LOCATED AT FRONT DESK. SITE LEGEND ------ UP ------ ELECTRICAL UNDERGROUND PRIMARY ------ US ------ ELECTRICAL UNDERGROUND SECONDARY ------ T ------ TELEPHONE CONDUIT ----------------- UNDERGROUND WIRE/CONDUIT E---------------- CONDUIT STUB UP -� POLE MOUNTED FIXTURE i} BOLLARD FIXTURE PI POST INDICATOR VALVE WALL MOUNTED FIXTURE W S E DAN I EL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax 0019598 C�� t zao STATE OF THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 05/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING 3n 108/15/03 1 MECH ALT. REVISION i i ( I ui Z uj L) ♦ a © O L n Z � O 3: Lu Z DRAWING TITLE POWER PLAN JOB NUMBER SHEET NUMBER El z O I— U IY F- U) z O U ry O LL 0 Q Li Lu F- O z AE A5 LA-30 HEAT T A Rkl CH-1 LA-30 I .... .... I ..... ..... ... CH-1 26FLA 48 V/30 #8 VhY-- MSB-7 .9.11 R 1#10 1 ... ..... ... #10 HA-79,81,83 f Wp AC-10 6 1 48OV/3-t-- ............... ..... ...... ..... ..... #10 HA 65,:: 0,72 EV: l 1#10 HA-26; 0 -m-HA-74,76,78 ..... ..... ----- .... .......... .. L-15 1#10 ]6 20-HA ....................... .... . flie'. 1#10 . ...... R' ............. -V-N-HA-62,64,66•it ............... ................ . .... ............. . .. u-1 (2R1 ............. ---- --- ---- ... ....... - - ---------- - 10 AC-6 .A 48OV, HIALL .............. LJ AC-3 -QN-HA--44,46.48 56., KVA POWER CONDITIONER #10 §�6FLA 480V/30 -V-ML-HA=50,52,54 WP A- 26 4`v"VIA! .......... f FUTURE o F HA-10,15,17 S... :...7. . .. _..j. ........... LA :44 if if OL F] WH 1 1�10 n ............ ............................ jj .. . ......... k­11111­­Il.� -739,41 !I 10 HA ,i HA - ------- - LAHA-38,40,42 i �"' /HA-31 r- - - - - - - - FUTURE CHILLER SEEN NOTE 7 ............... MSB FT I .......... 11,2.5 KVA TRANSFORMER SEE SHEET E4 & E5 FOR POWER & SIGNAL PLAN THIS AREA ................... .............................. ................................ ....................... ....... . . . ...... .. . . ....... ( . . ....................... ­­�� ............ ....................... .... . ............... it I 1 1 .. . . . .......... : ........... . ........ . rf ..... ... A it fi J ... . .......... M. h 2­5-IX "h 1; Xi fill -A ..... ..... LIRWV we ............ ................ ............ f ......................... .......... ..... ... ..... ..... ..... ..... ........... ... .............. ................ 11�V . ........... . .. 11"ONTROL,53f, ... ................ . .. . .................... ........................... ... . .. ............... 44- +44 .. . . ............ .......... ........... ....... .... ....................... ..... ........................................... AC 2. 6.2FLA 1 QV 30 - - --­­-­-----R---iM--I, - ­ ........ "AK r-� .. .......... 10 f 5 LA-3 HA .. .. ... . U -4 LA 30 Sf .. ............ . ................. EF A A- L 40'1 FT! i m �O "Ti . .......... ............... .......... 0... D 0DL ................... I, LA­�l ................ H .:,I AC-71i 11.4FLA 1,80V�30O ------ ----- I vqA #1 P if H -8f A v! ...... ..... . / LA- .............. ........ CA 33 ................ LA .. .... if ..... T .............. a- N............... ..... IfiO ............................. .............. . ............ ............. . ....... . ... . ... f0­1 % i. .......... . . ..... . . .... . . .. . ....... < , C 6 ........ . ............ --------- L . . . . . . ........................ if AC-4 LA EF-2; .. ........ ... n44 12FLA 480V30 LA- 24 f m AC-8 Hn #10 L _�4 ...... .... .... 0 #10 9.8FLA 48OV/30 .. .. ... ..... D �f -------- ---------- ----- ........... ODI .... . ................... . HA-14 34 36.'f W , ­� 1, ,i! 16.18 _w� .H A 21,2 if .......... ............ ....................... ............ ................. .......... . ....... ............... ,36 11 RCP--'1....' LA m GE/CON" ........ #8 01; a ........... ......... . .... ­­.,"� . ......... .......... EFI-43 1 ikl f' .......... FN L )6; ODL ell, .......... ..... T ,'�.. . . . N .. .......... ........... POWER PLAN � �3 SCALE: 1/13- = V-0- if N --- - - ­­ - - ----- ... . .. ... V., ........... I: 122 IJ V_v ...... . .. . . . ...... AC-5 6.2FLA 480V/30 ........... ........... ............. 1126 ................................. ............. . .. #10 .......... if i 1! j -HA-25,27,i6 X, ............. LA 11 1 CABLE TV LE TV ................. CAB 1 f LA-9 KEYNOTES NURSE CALL CONTROL PANEL, CORNELL SERIES #4000. ANNUNCIATOR MODULE #A-4003. DIVISION 16 SHALL PROVIDE BACKBOX TO ALLOW FOR INSTALLATION OF CONTROL PANEL. NURSE CALL POWER SUPPLY SHALL BE CORNELL MODEL #P-5241. MOUNT TRANSFORMER ABOVE CEILING, EXTEND LOAD SIDE OF POWER WIRING FROM TRANSFORMER DOWN TO NURSE CALL CONTROL PANEL. PROVIDE PULL STATION AND DOME LIGHT FOR ALL TOILETS. Q PAGING/INTERCOM PANEL, SEE SPECIFICATION 16740. Q PUSH BUTTON FOR ELECTRIC DOOR OPERATOR AT FRONT DOOR. 0; if, TY; ,j ............... BOY SEE NOTE 1 ■ ra P", ............. i if i W 7 +441, v XA LA-3 +44 $ 10 J i f., 0 ............... #1 p d HA-2.4 AC 9 LJ OV/301 ............................. LA 7 ............... +44 +44 ............ - - --------- - --- - 2 POWER NOTES 1. ELECTRIC DOOR OPENER, OPERATED BY PUSH BUTTONS ON EACH SIDE OF DOOR. 2. PROVIDE 120V POWER FOR ALL MOTORIZED LOUVERS, DAMPERS, AND HVAC CONTROL PANELS. 3. PROVIDE 120V POWER AND ASSOCIATED ELECTRICAL FOR HEAT TAPE ASSOCIATED WITH CH-1. 4. PROVIDE 120V POWER AND ASSOCIATED ELECTRICAL FOR LANDSCAPE SPRINKLER CONTROLS. VERIFY EXACT LOCATION BEFORE ROUGH -IN. 5. COORDINATE EXACT LOCATION OF ALL WALL OUTLETS WITH MILLWORK BEFORE ROUGH -IN. 6. PROVIDE (6) 1" CONDUITS FROM COMMUNICATION ROOM #145 TO TREATMENT ROOM #143. ALL (6) CONDUITS SHALL TERMINATE IN A 8"WW JUNCTION BOX AT EACH END. 7. PROVIDE AND INSTALL CONDUITS FOR FUTURE AS FOLLOWS: A. 1-3" CONDUIT FROM "MSB" TO CHASE IN STORGE ROOM #136. B. 3-4" CONDUITS FROM CHASE IN STORGE ROOM #136, STUB OUT THRU WALL BELOW GRADE APPROX. 36". CAP AND WATERPROOF/SEAL CONDUIT ENDS AS REQUIRED. C. 1-3" AND 2-1* CONDUITS FROM "MSB" TO FUTURE CHILLER LOCATION, CAP AND WATERPROOF AS REQUIRED. 8. PROVIDE 6#12 IN 3/4"C. FROM CHILLER C-1 TO LOCATION NEXT TO "MSB" FOR CHILLER ALARM WIRING. LA - SEE NOTE 4 DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770]644.9200 tel [770] 644.9202 fax till 51 W49 S STATE 0 f THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110117/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24103 160% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING 10 106/13/03 1 ADDENDA#1 108/15/03 1 MECH ALT. REVISION 0 • w w z I DRAWING TITLE I JOB NUMBER SHEET NUMBER E 3 r �15 C.F.C.I. - CONTRACTOR FURNISHED, CONTRACTOR INSTALLED ITEM. SIGNAL SCHEDULE O.F.C.I. - OWNER FURNISHED, CONTRACTOR INSTALLED ITEM. SYM ITEM MOUNTING OUTLET TYPE REMARKS ® IN -ROOM MONITOR 96" A.F.F. 4" SQ. BOX WITH SINGLE GANG RING, RECESSED IN WALL IN -ROOM MONITOR AND ASSOCIATED CABLE TO BE O.F.C.I. O CCTV CAMERA 96" A.F.F. 4' SQ. BOX WITH SINGLE GANG RING, RECESSED IN WALL CCTV CAMERA AND ASSOCIATED CABLE TO BE O.F.C.I. ❑j INTERCOM 60" A.F.F. SINGLE GANG BOX, RECESSED IN WALL INTERCOM SYSTEM AND ASSOCIATED CABLE TO BE O.F.C.I. Oj SAFETY DOOR INTERLOCK SWITCH 80" A.F.F. SINGLE GANG BOX, TOP OF DOOR SAFETY DOOR INTERLOCK SWITCH AND WIRING TO BE C.F.C.I. O'IN -USE" WARNING LIGHT 60" A.F.F. SINGLE GANG BOX, RECESSED IN WALL "IN -USE" WARNING LIGHTS AND WIRING TO BE C.F.C.I. OEMERGENCY -OFF SWITCH 44" A.F.F. SINGLE GANG BOX, RECESSED IN WALL EMERGENCY -OFF SWITCH AND WIRING TO BE C.F.C.I. Op RADIATION DETECTOR 44" A.F.F. 3"x3"x1.5" BOX, RECESSED IN WALL RADIATION DETECTOR AND WIRING TO BE O.F.C.I. I ` £ 1 �4�SCA`LE1/�4-= '-0" £ £ , S 5 .................................................................................................................................................................... LIGHTING NOTES 1. RUN "MAIN ROOM LIGHTS", "DOWN LIGHTS", AND "LASER POSITIONING LIGHTS' THROUGH RELAY JUNCTION BOX. POWER NOTES 1. NEW GE MAIN CIRCUIT BREAKER PANEL GE#210OC15OA24OV. THIS CIRCUIT BREAKER CAN BE PURCHASED FROM GE MEDICAL SUPPLY AT 1-800-200-9760. THIS ITEM HAS A VERY LONG LEAD TIME AND SHOULD BE ORD ERED A.S.A.P. 2. COORDINATE EXACT LOCATION OF ALL WALL OUTLETS WITH MILLWORK BEFORE ROUGH -IN. 3. PROVIDE 120V POWER AND SIGNAL CONDUITS FOR "PRIME ALERT", VERIFY EXACT LOCATION BEFORE ROUGH -IN. IN -ROOM MONITOR . s £ SIGNAL PLAN SCALE: 1 /4" = l'-O" SIGNAL NOTES 1. PROVIDE PULL STRINGS FOR ALL EMPTY CONDUITS. 2. PROVIDE 10'-0" PIGTAIL (ADDITIONAL CABLE/WIRING) AT EACH END OF WIRING RUN FOR ALL TERMINATIONS. SIGNAL KEYNOTES 10 24' W x 12" L x 10 D' BASE FRAME PULL BOX. 20 (2) 4" PVC CONDUITS BETWEEN BASE FRAME PULL BOX AND CONTROL CONSOLE PULL BOX. CONDUIT BENDS SHALL BE 6 TIMES CONDUIT DIAMETER. 30 24" W x 24" L x 24 D" CONTROL CONSOLE PULL BOX WITH COVER, RECESSED IN FLOOR. ® 12' W x 12" L x 6 D" RELAY JUNCTION BOX, LOCATED IN CEILING SPACE NEAR MODULATOR CABINET. PROVIDE AND INSTALL (2) CONTROL RELAYS POTTER & BRUMFIELD PRD11DGO, 24VDC. Q5 (2) 1" CONDUITS BETWEEN MODULATOR PULL BOX AND RELAY JUNCTION BOX IN CEILING SPACE. CONTRACTOR TO INSTALL (4) #12 IN 1"C., (1) 1"C. SPARE. © MAIN CIRCUIT BREAKER FLUSH MOUNTED IN WALL. (D SEE POWER PLAN ® 8" W x 8" L x 6 D' RECESSED MOUNTED JUNCTION BOX FOR IN -ROOM MONITORS, MOUNTED 6" A.F.F. 09 1" CONDUIT BETWEEN IN -ROOM MONITOR AND RECESSED MOUNTED JUNCTION BOX. 10 8" W x 8" L x 6 D" RECESSED MOUNTED JUNCTION BOX FOR CCTV CAMERAS, MOUNTED 12" A.F.F. 11 1" CONDUIT BETWEEN CCTV CAMERA AND RECESSED MOUNTED JUNCTION BOX. 1© 1" CONDUIT BETWEEN INTERCOM STATION IN VAULT AND INTERCON STATION IN CONTROL ROOM, 13 6" x 6" LOCKING ACCESS DOOR AT CONDUIT TERMINATION. 14 3" CONDUIT FOR RADIATION MONITOR, ORIENTED AS PERPENDICULAR TO ISOCENTER AS POSSIBLE. 15 4-#12, IN 3/4' CONDUIT FROM EMERGENCY -OFF SWITCH TO MODULATOR CABINET. 16 4-#12, IN 3/4, CONDUIT FROM "IN -USE" WARNING LIGHTS TO MODULATOR CABINET. 1Q 4-#12, IN 3/4" CONDUIT FROM SAFETY DOOR INTERLOCK SWITCH TO MODULATOR CABINET. 18 3/4" CONDUIT STUBBED INTO CEILING SPACE ABOVE CONTROL CONSOLE. 19 24" W x 18" L x 10 D" MODULATOR PULL BOX, MOUNTED BELOW MODULATOR. ® (2) 4" PVC CONDUITS BETWEEN CONTROL CONSOLE PULL BOX AND MODULATOR PULL BOX. CONDUIT BENDS SHALL BE 6 TIMES CONDUIT DIAMETER. 21 (3) 4" PVC CONDUITS BETWEEN BASE FRAME PULL BOX AND MODULATOR PULL BOX. CONDUIT BENDS SHALL BE 6 TIMES CONDUIT DIAMETER. ® (2) 4" PVC CONDUITS AT BOTTOM OF CONCRETE ROOF, FOR FUTURE USE. 3♦♦ # ;..f i £ O 3 3 ,._. .......................... ivC CICTE_-TOR,�,,,,.,,,,,r,,,,,,,,, .... ;CABINET .....,.,,3 :.... ...... . , is I i , i £ i I ISO�CEI`MR I£ £ I I r/04 i 5f 3 I £.,._... i £ s £ t 5.4FLA 48OV/30 :..,,...,. £3... +90 } 96. ;3 #10 . I ' U 3 / CU. J' CCTV CAMERA;____%`. .......... is s3 =. I t I DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12/03 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING Q 106/13/03 1 ADDENDA#1 Q 106/25/03 1 ADDENDA#2 108/15/03 1 MECH ALT. REVISION I ( J, if 5: £: uj t u z LLj 00 >. ®J U l u ZW ®® Z LL o -'IN O e -ROOM !MONITOR I'3 n w II LL Z 5. 5 £ £"t i£ .....,.,................. ..........................................................:.......................................... ..........................................................................; <...............: •:.::.::,,::::::,:.,:,:.,:.,...::,:,,:,.....:::.::::.,,:,:;.:,:,::: MAIN CIRCUIT BREAKER PANEL ,...__CA-7 +............... 6A-9..+..._._+44 .._ ......... .._I'::s__i (SEE NOTE 1) _,...,.....__. i ... u u i OA-17 ;.,,.•......................... i FILM PROCESSOR ................ M0;RIZED DO, AND SWITCH 3R 30FLA 208V 10 W � r=. �••: > : •:•• -, /-> / •:TO ELEC ROOM #146 { i £° i 1: s•:;, `;r£ „ (SEE RISER DIAGRAM) './ ;. ........... .........__....._......................_...._......_...... ........._.._........................................_..,.,,......_...�......s 30A FUSED DISCONNECT £ +44 +44 +44 i i I £ 3 POWER PLAN E 4 SCALE: 1 /4" = 1'-O" DRAWING TITLE 23EX SIGNAL LIGHTING, & POWER PLANS JOB NUMBER SHEET NUMBER E4 z O N0 L.l.. 07 z 0 O U- 0 L,J Q LLI J LLJ I� Ir O z AE JUNCTION BOX - (SEE DETAIL #4) SIGNAL KEYNOTES DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax FUSED DISCONNECT (SEE NOTE 4, DETAIL #5) SIGNAL NOTES 1. PROVIDE PULL STRINGS FOR ALL EMPTY CONDUITS. 2. PROVIDE 10'-O" PIGTAIL (ADDITIONAL CABLE/WIRING) AT EACH END OF WIRING RUN FOR ALL TERMINATIONS. FINISHED FLOOR HARDWARE CHECK LOCAL CODES FOR NUMBER OF PARTITIONS REQUIRED EQUAL 12, TRENCH DUCTI A = 10' A B=12' B FLUSH FLOOR DUCT DETAIL SCALE: NONE 10.0' 5' C254 nril 2.1635 nn] 125' [76,2 rinl 3,0' 176.2 nn] 3/4" DIA, E20 nn] 1-1/4, DIA, C3L75 mml TOP VIEW " DIA, 150,13 nnl 7,38' 1187,21 nnl C733A' rn] � 2,0' 150.8 null T4: 50'\ 3015' [774,7 rml PUSH BUTTON 0 SWITCH 20.01 1508 mn] FRONT VIEW SIDE VIEW SIGNAL PLAN SCALE: 1 /4" = l'-O" COVER RAC SWAY N OTES 1. ALL JUNCTION BOXES, CONDUIT, DUCT, DUCT DIVIDERS, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLED AND INSTALLED BY DIVISION 16. 2. CONDUIT AND DUCT RUNS SHALL HAVE SWEEP RADIUS BENDS 3. CONDUITS AND DUCT ABOVE CEILING OR BELOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR FLOOR AS POSSIBLE TO REDUCE RUN LENGTH. 4. ALL DUCTWORK MUST MEET THE FOLLOWING REQUIREMENTS: A. DUCTWORK SHALL BE METAL WITH DIVIDERS AND HAVE REMOVABIF, ACCESSIBLE COVERS. B. DUCTWORK SHALL BE CERTIFIED/RATED FOR ELECTRICAL POWER PURPOSES. C. DUCTWORK SHALL BE ELECTRICALLY AND MECHANICALLY BONDED TOGETHER IN AN APPROVED MANNER. D. PVC AS A SUBSTITUTE MUST BE USED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES. NOTE: c ALL DIMENSIONS ARE IN INCHES ALL BRACKETED [ ] DIMENSIONS ARE IN MILLIMETERS. 10,0' [254 nnl 5,0' [127 nnl I I 28A2' 4 MOUNTING HOLES 1714.2 nnl FOR .31 (73 mm) SCREWS 1,19' C307n] I' 1.63' �' , _ 16,75' --�I 14L4 nnl [425.4 nnl BACK VIEW MAIN FUSED DISCONNECT SCALE: NONE 10 18' W x 12" L x 6 D" BASE FRAME PULL BOX LOCATED BELOW XIMATRON STAND/MAIN ARM ASSEMBLY. 20 24" W x 12" L x 6 D" HF GENERATOR CABINET PULL BOX. 30 (2) 4" CONDUITS BETWEEN BASE FRAME PULL BOX AND HF GENERATOR CABINET PULL BOX. ® 18" W x 12" L x 6 D" CONTROL EQUIPMENT PULL BOX LOCATED BELOW CONSOLE DESK. Q5 (2) 4" CONDUITS BETWEEN CONTROL EQUIPMENT PULL BOX AND HF GENERATOR CABINET PULL BOX. © MAIN GE CIRCUIT BREAKER PANEL SURFACE MOUNTED ON WALL. �7 (1) 2" CONDUIT BETWEEN MAIN CIRCUIT BREAKER AND BASE FRAME PULL BOX. ® (1) 2" FLEXIBLE CONDUIT BETWEEN MAIN CIRCUIT BREAKER AND HF GENERATOR CABINET. 0 12" W x 12" L x 6 D" RELAY JUNCTION BOX, LOCATED IN CEILING SPACE. PROVIDE AND INSTALL (2) CONTROL RELAYS POTTER & BRUMFIELD PRD11DGO, 24VDC. 10 (2) 1" CONDUITS BETWEEN BASE FRAME PULL BOX AND RELAY JUNCTION BOX IN CEILING SPACE. CONTRACTOR TO INSTALL (4) #12 IN 1 "C., (1) 1 "C. SPARE. 11 (2) 4" CONDUITS BETWEEN CONTROL EQUIPMENT PULL BOX AND BASE FRAME PULL BOX. 1© 1 1/2" CONDUIT BETWEEN MONITOR AND HF GENERATOR CABINET PULL BOX. 13 1 1/2" CONDUIT BETWEEN MONITOR AND CONTROL EQUIPMENT PULL BOX. 14 4-#12, IN 3/4" CONDUIT FROM EMERGENCY -OFF SWITCH TO DRIVE STAND. 15 GE POWER DISTRIBUTION UNIT 16 12"x3" FLOOR DUCT SYSTEM - SEE DETAIL #3. 1© 4-#12, IN 3/4" CONDUIT FROM "IN -USE" WARNING LIGHT TO MODULATOR CABINET. 18 4-#12, IN 3/4" CONDUIT FROM SAFETY DOOR INTERLOCK SWITCH TO MODULATOR CABINET. 19 4-#12, IN 3/4" CONDUIT FROM "IN -USE" WARNING LIGHT TO GE POWER DISTRIBUTION UNIT.. ® 4-#12, IN 3/4" CONDUIT FROM SAFETY DOOR INTERLOCK SWITCH TO GE POWER DISTRIBUTION UNIT.. 21 4-#12, IN 3/4" CONDUIT FROM EMERGENCY -OFF SWITCH TO MAIN FUSED DISCONNECT. SIGNAL SCHEDULE C.F.C.I. — CONTRACTOR FURNISHED, CONTRACTOR INSTALLED ITEM. O.F.C.I. — OWNER FURNISHED, CONTRACTOR INSTALLED ITEM. SYM ITEM MOUNTING OUTLET TYPE REMARKS ❑M IN -ROOM MONITOR 96" A.F.F. 4" SQ. BOX WITH SINGLE GANG RING, RECESSED IN WALL IN -ROOM MONITOR AND ASSOCIATED CABLE TO BE O.F.C.I. Oj SAFETY DOOR INTERLOCK SWITCH 80" A.F.F. SINGLE GANG BOX, TOP OF DOOR SAFETY DOOR INTERLOCK SWITCH AND WIRING TO BE C.F.C.I. O"BEAM -ON" WARNING LIGHT 60" A.F.F. SINGLE GANG BOX, RECESSED IN WALL "BEAM -ON" WARNING LIGHTS AND WIRING TO BE C.F.C.I. OEMERGENCY -OFF SWITCH 44" A.F.F. SINGLE GANG BOX, RECESSED IN WALL EMERGENCY -OFF SWITCH AND WIRING TO BE C.F.C.I. Op RADIATION DETECTOR 44" A.F.F. 3"x3"xl.5" BOX, RECESSED IN WALL RADIATION DETECTOR AND WIRING TO BE O.F.C.I. JUNCTION BOX i 4-#1/0, 1-#1/OG, 21'C. 4-#1 /0, 1-#1 /OG, 3" C. i....... ...... I 1 ,TION BOX .__....,.- t _...... :....._ i . t % FUSED DISCONNECT ,....._;s,,,.,..,,,,i....................... ..... , (SEE NOTE 4, DETAIL #5) ..............r;;;;;,,.....;;;;;.;.................. 55 s COVERPLATE 4-#1/0, 1-#1/00, 3"C. f I . TO ELEC ROOM #146 1` / (SEE RISER DIAGRO) MONUTED IN CEILING f LGAIOLL IYILIf1 VvIu VII SPLIT COVER JUNCTION BOX SCALE: NONE [*1 FRONT VIEW SINGLE GANG BOX - SUPPLIED BY CONTRACTOR PLATE & OFF BUTTON 0 0 0 0 PLAN VIEW s EPO DETAIL E5 SCALE: NONE SIDE VIEW "IN -USE" f1 CA-17 CA-24 JUNCTION BOX MOUNTED 42" A.F.F. MAIN CIRCUIT BREAKER PANEL (SEE NOTE 1) ------_ .....__ .,;..; ....., ELEC ROOM #14g✓ E RISER DIA�;kAm) ,.. LASER POSITIONING (TYP OF 4) +44 -20 I MONUTED i IN;..CEILING.................:!...............; I ../, j} I t I ? [ ......................Ai 4 .1 -26 f CAT--22 V. 1 5 .f > F RII CA +44 t t ., ...... % %V: i MOTORIZED DOOR ..... AND SWITCH ............. 2 POWER PLAN E 5 SCALE: 1 /4" = l'-O" MOTORIZED DOOR AND SWITCH A CA-17 f' f IN USE" LIGHT ff„ CA-24 POWER NOTES 1. NEW GE MAIN CIRCUIT BREAKER PANEL GE#XIM100A48OV (100A). THIS CIRCUIT BREAKER CAN BE PURCHASED FROM GE MEDICAL SUPPLY AT 1-800-200-9760. THIS ITEM HAS A VERY LONG LEAD TIME AND SHOULD BE ORDERED A.S.A.P. 2. COORDINATE EXACT LOCATION OF ALL WALL OUTLETS WITH MILLWORK BEFORE ROUGH -IN. 3. DIVISION 16 SHALL PROVIDE UNISTRUT SUPPORT FOR LASER LIGHTS. SEE GE DRAWINGS FOR WALL AND CEILING SUPPORT DETAILS, 4. FUSED DISCONNECT WITH MAGNETIC CONTACTOR GE#E4502AD (90A). THIS EQUIPMENT CAN BE PURCHASED FROM GE MEDICAL SUPPLY AT 1-800-200-9760. THIS ITEM HAS A VERY LONG LEAD TIME AND SHOULD BE ORDERED A.S.A.P. THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 1 BANK LOAN PACKAGE E 105/12103 1 FOR REVIEW F 105/30/03 1 FOR PERMIT AND BIDDING Q 106/13/03 1 ADDENDA41 3n 108/15/03 1 MECH ALT. REVISION I I I I I I ( LLJ W a uj I 0O ®J t9 V iL 0 Z 0 La 0 z ® ® V Z LJL Z O ®w ui um z � a DRAWING TITLE POWER AND LIGHTING PLANS JOB NUMBER SHEET NUMBER E 5 Z 0 U) z 0 0 LL LU Q LLI J LLJ IY I- 0 Z /I` LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS MTG FINISH REMARKS 2'x4' FLUORESCENT 4 F32T8 A COLUMBIA ST824-432G-FSA12 4EBB-277V 2'x4' FLUORESCENT PARABOLIC 4 F32TB Al COLUMBIA P4D24-432G-MA48-S 4EB8-277V 2'x2' FLUORESCENT 2 F32T8/U6 g COLUMBIA ST822-232U6G-FSA12 EBB-277V 2'x2' FLUORESCENT PARABOLIC B1 COLUMBIA P4D22-232U60-MA33-S EBB-277V 2'x2' FLUORESCENT PARABOLIC g2 COLUMBIA P4D22-232U6G—MA33—S EBB-120V DOWN LIGHT 26W PL C PRESCOLITE CFR626EB—ST372A B24-277V DOWN LIGHT 10OW A19 C1 PRESCOLITE INC600-ST1602-824 120V LASER POSITIONING LIGHT D O.F.C.I. 120V WRAPAROUND FLUORESCENT 2 F32TB G COLUMBIA AWN4-232-E88 277V "IN -USE" LIGHT 2 F32TB MOUNT ABOVE DARK H ALKCO ERG-I2-FL-2-DS ROOM DOOR 120V DARK ROOM FIXTURE 1-15W A15 ALKCO R-2058-2-GIA 1-20OW A23 120V CANOPY DOWNLIGHT 10OW MH K PRESCOLITE RHD601-10OMHFE STH 602-B24-277V PATIO/WALL LIGHT 10OW MH WALL M DEVINE BCR14-10OMH-DBZ 277V PENDANT - LITE CONTROL (6) BX40W N NEXUS PID-3560BX40/21-FPA-CGT (1)21 W 2D 277V PENDANT - LITE CONTROL (6) BX40W N1 SCION PID-3360BX40/21-WAB-CGT (1)21W 2D 277V STRIP FLUORESCENT 2 F32T8 0 COLUMBIA CS4-232-EB8 277V * DUE TO AVAILIBILTY, ORDER FIXTURES A.S.A.P. TELEPHONI STUB -UP �/,E LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS MTG FINISH REMARKS 30' PARKING LOT FIXTURE 40OW MH SSP-5306-A-0-M51 POLE P1 HUBBELL MSM-A-40OMH-3-P-8-1 VAND. RESISTANT LENS 277V BOLLARD 10OW MH P2 HUBBELL BMS-10OH-81 277V SIGN FLUORESCENT P3 COLUMBIA SLE-4-148HO—DR SLBB-1-48HO-277V STRIP FLUORESCENT 20W T12 Q COLUMBIA CH2-120-EBB 277V WALL PACK 250W MH MOUNT FIXTURE R PRESCOLITE 90-026-27-BBL 277V 24" BELOW EAVE/SOFFIT VAND. RESISTANT LENS S NOT USED UNDERCOUNTER FLUORESCENT 24" U ALKCO HP-116 120V CURVED TRACK — BRUCK VIA (4) 50W GC v 160019-2MC/1 60600MC/1 6042/ CONST CIR 160528MC/T300-120V MR16 STRAIGHT TRACK — BRUCK VIA (5) 50W GC V1l 160019—MC/1 60518MC/1 60402/ CONST CIR 160528MC/T300-120V MR16 EMERGENCY FIXTURE INCLUDED RECESSED WHITE �o PRESCOLITE EMERGENCY EDSP-FRM-120/277 EMERGENCY WALL FIXTURE INCLUDED CEILING/ PRESCOLITE EMERGENCY EDS2-NB 120/277 WALL AS REQUIRED EMERGENCY EXIT LIGHT INCLUDED CEILING/ GREEN ON PROVIDE FACES PRESCOLITE EMERGENCY LEP(X)(X)G(X)SE 120/277 WALL AS REQUIRED WHITE HOUSING AND ARROWS AS REQUIRED PHOTOCELL T DI- DIAGRAM NO SCALE .1 2 2 2 ELECTRICAL SYMBOLS $ SINGLE POLE SWITCH $3 THREE WAY SWITCH $4 FOUR WAY SWITCH $D DIMMER SWITCH $K KEY -OPERATED SWITCH $LV LOW VOLTAGE SWITCH 2' x 4' FLUORESCENT FIXTURE 2' x 2' FLUORESCENT FIXTURE L v J 1' x 4' FLUORESCENT FIXTURE I-O-I STRIP FLUORESCENT FIXTURE {� CEILING MOUNTED DOWNLIGHT WALL MOUNTED FIXTURE POLE MOUNTED FIXTURE -0- EXIT FIXTURE ❑O EMERGENCY FIXTURE - RECESSED SQUARE EMERGENCY FIXTURE - WALLPACK TYPE © PHOTOCELL GFI GROUNF FAULT PROTECTION WP WEATHER PROOF IG ISOLATED GROUND RECEPTACLE EDF ELECTRIC DRINKING FOUNTAIN EM EMERGENCY NL UNSWITCHED NIGHT LIGHT TC TIME CLOCK DUPLEX RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE (1) GFI DUPLEX RECEPTACLE, +44' A.F.F. UNLESS OTHERWISE NOTED 4 DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, BOTTOM SWITCHED OA POWER OUTLET, "A" INDICATES TYPE Q COMBINATION TELEPHONE/DATA OUTLET V DATA OUTLET v TELEPHONE OUTLET BRANCH CIRCUIT PANELBOARD ® DISTRIBUTION PANELBOARD o CONTROL PANEL FACP FIRE ALARM CONTROL PANEL ANN FIRE ALARM REMOTE ANNUNCIATOR ❑F FIRE ALARM PULL STATION H❑4 AUDIO/VISUAL SIGNAL DEVICE l< AUDIO ONLY SIGNAL DEVICE VISUAL ONLY SIGNAL DEVICE QS SMOKE DETECTOR © SMOKE DETECTOR - SINGLE STATION TYPE HO HEAT DETECTOR FS FLOW SWITCH TS TAMPER SWITCH PI POST INDICATOR VALVE 1. HOSPITAL GRADE DEVICE. 2. ♦VV SYMBOLS INDICATE TELEPHONE AND DATA OUTLETS. OUTLETS SHALL INCLUDE 4" SQUARE x 2 1/8" TELECOMP BOX WITH 3/4"C. HOMERUN TO TELE/DATA BACKBOARD IN COMMUNICATIONS ROOM #145. DIVISION 16 SHALL PROVIDE AND INSTALL ALL TELEPHONE/DATA CONDUIT AND WIRING, SEE SPECIFICATION 16740. 1,2 1,2 S S (2) SMOKE DETECTORS WITH DOOR RELEASE DEVICES WALL/FLOOR MOUNTED AS REQUIRED. -----nD� SMOKE DETECTOR WITH MOTORIZED DAMPER FA PROVIDE PROVIDE 120V AND CONN. TO F/A SYSTEM FUSED DISCONNECT SWITCH - FUSE AS REQUIRED ® STARTER - FUSED AS REQUIRED COMBINATION STARTER - FUSE AS REQUIRED m CONTACTOR a TRANSFORMER $M MOTOR RATED SWITCH (WITH OVERLOADS) ( ) MOTOR CONNECTION - Op - OVERHEAD PRIMARY - Up - UNDERGROUNG PRIMARY OS-_ OVERHEAD SECONDARY � - US - UNDERGROUND SECONDARY -.T- UNDERGROUND TELEPHONE RACEWAY - -' CONCEALED RACEWAY - - -3 CONDUIT STUP-UP CIRCUIT WIRING - ARROW INDICATES HOMERUN TO PANELBOARD. "SLASH MARKS" INDICATE #1Op NUMBER OF CONDUCTORS WHEN MORE THAN (2). ��`� "#10" INDICATES WIRE SIZE WHEN LARGER THAN #12 AWG. PROVIDE GROUND CONDUCTOR SIZED PER NEC 250-95 FOR ALL CONDUITS. • • • PUSH BUTTONS) HUBBELL B-2437 SINGLE GANG BOX WITH: ® DUPLEX RECEPTACLE, #S-3825 DUPLEX COVER, AND #SB-3083 CARPET FLANGE HUBBELL B-4233 DOUBLE GANG BOX WITH: ® DUPLEX RECEPTACLE, S-3825 DUPLEX COVER, #S-2825 TELEPHONE/DATA COVER, AND #SB-3083 CARPET FLANGE Q JUNCTION BOX © PHOTOCELL n^ MOTORIZED DAMPER - PROVIDE 120V POWER 0 NURSE CALL PATIENT STATION ODL NURSE CALL DOME LIGHT NCCPj NURSE CALL CONTROL PANEL INTERCOMI PAGING/INTERCOM CONTROL PANEL RISER DIAGRAM SCHEDULE O1 1-#4/0 BARE IN 1"C. TO SERVICE GROUND O GROUND TO 3/4" X 15' COPPERWELD GROUND ROD O3 1" CONDUIT (EMPTY) FOR METER WITH PULL STRING ® 2-4" PVC CONDUITS FOR TELEPHONE O5 2-4" PVC CONDUIT FOR ELECTRICAL PRIMARY O6 3 PARALLEL RUNS OF 4-400MCM, 3"C. O7 112.5 KVA TRANSFORMER 480: 120/208V 30 4W O8 4-#1/0, 1-#1/OG, 2"C. O9 4-#1/0, 1-#4G, 2"C. 10 60 AMP 3 POLE LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE 11 3-#2/0, 1-#4G., 2"C. 12 2-4'x8' PLYWOOD TELEPHONE BACKBOARDS 13 4-#6, 1-#8G, 3/4"C. 14 2 PARALLEL RUNS OF 4-#3/0, 1-#3G, 2"C. 15 4-#3/0, 1-#4G, 2"C. 16 50 KVA POWER CONDITIONER 480V INPUT: 120/208V OUTPUT 17 100 KVA POWER CONDITIONER 480V INPUT: 277/480V OUTPUT 18 4-#1 /0, 1-#1 /OG, 3"C. 1. DIVISION 16 SHALL RECEIVE, UNLOAD, AND INSTALL POWER CONDITIONERS. 2. INCLUDES FACTORY INSTALLED OUTPUT CIRCUIT BREAKER DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax STATE ON ! •, 0 R '.a THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 1 60% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING Q 106/13/03 ( ADDENDA#1 0 108/15/03 1 MECH ALT. REVISION W H � Z W Wa Z W U 00 } J C7 C.� J I.L 0 Z Z� `o O� (�J j Z J � O w O ca LL z a a DRAWING TITLE RISER DIAGRAM AND SCHEDULES JOB NUMBER SHEET NUMBER z O H U Cn z O ry O 0 w w I ui ry I— O z /„ DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax 0049593 / f STATE OF THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED N WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 105/12/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING 0 106/13/03 I ADDENDA#1 Q3 108/15/03 I MECH ALT. REVISION W H w Z W W a Z Up W 00 >. oJ� Z o O� z � az O 3:u) o LL z Q a DRAWING TITLE PANEL SCHEDULES AE z O U I- z O U ry JOB NUMBER O IL r) w SHEET NUMBER e7 Q w w E7 rr F- O z JI` s c 1 ILa � . ..r a .... - ..:IE "M �rS1 YT} _ � KA SANFORD, FLORIDA OWNER RADIATION ONCOLOGY CONSULTANTS, P.A. 200 N. Mangoustine Ave. Sanford, FL 32771 407-321-3040 DESIGN/BUILDER ARCHITECT JIM L. DAVIS, INC. 14680 118th Ave North, Suite 6 LARGO, FL 33774 727-596-0408 727-593-3267 DANIEL S. CHANG, AIA 2130 KINGSTON COURT, SUITE E MARIETTA, GA 30067 770-644-9200 770-644-9202 STRUCTURAL GREGORY PETERSON P.E. 4562 Lawrenceville Hwy. SUITE 120 Lilbum, GA. 30047 770-934-6944 MECHANICAL MATHEW B. TIBBS, P.E. 145 South Shore Terrace Fayetteville, GA 30214 404-644-5530 ELECTRICAL FRANKLIN McCLOUD P.E. 145 South Shore Terrace Fayetteville, GA 30214 404-644-5530 PROJECT DATA/BUILDING CODE REVIEW LIST OF CODES AND STANDARDS LOCATION MAP GENERAL NOTES NFPA-10-1990 STANDARDS FOR PORTABLE FIRE EXTINGUISHERS CATEGORY CONSTRUCTION FBC 2002 � Y 1. Contractor shall visit project site and be familiar with the proposed work. Take field NFPA-10-1994 STANDARDS FOR THE INSTALLATION OF SPRINKLER SYSTEMS measurement and verify all field conditions and report to the Architect any discrepancies CONSTRUCTION TYPE (FBC) TYPE V UNPROTECTED 608 NFPA-24-1992 STANDARDS FOR THE INSTALLATION OF PRIVATE FIRE SERVICE ' prior to construction. Once construction starts the Owner and the architectural team will not be FULLY SPRINKLERED MAINS AND APPURTENANCES responsible for any foreseeable discrepancies. NFPA-25-1992 STANDARD FOR INSPECTION, TESTING AND MAINTENANCE OF - 2. Contractor shall comply with all local, state, national codes and regulations, code analysis CONSTRUCTION TYPE (NFPA) TYPE III (2,0,0) NFPA 101, 220 WATER -BASE FIRE PROTECTION SYSTEMS stated in the cover sheet 3. Contractor to Coordinate with the Owner items to be contracted, supplied or installed by him. OCCUPANCY B-BUSINESS, OUTPATIENT CLINIC 305.12 NFPA-26-1988 SUPERVISION OF VALVES CONTROLLING WATER SUPPLIES ' f g, FOR FIRE PROTECTION See drawings for work done by others or work not included in contract. NFPA 70-1993 NATIONAL ELECTRIC CODE g' 4. No substitution may be made for any Items unless approved in writing by the Architect, or TOTAL OVERALL BUILDING AREA *~ "� "` as stated in the contract. Contractor shall bear the burden of obtaining approval of items NFPA-71-1989 STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE �.'' Narc�ssu�-,tvo r_ _. '' �tral '- to be substituted. Architect's decision regarding substitution shall be final. TOTAL BUILDING AREA: 10,397 G.S.F. BUILDING OF CENTRAL STATION SIGNALING SYSTEMS "" �' �' r` i kq° ' S o G k � 'ie/ral a During the course of construction, if contractor uncovers any code NFPA-72-1993 STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE 1 476 # F violation known to him or discrapancy with the design, contractor shall notify the OF LOCAL PROTECTIVE SIGNALING SYSTEMS tya� ` e _ Futtpn St z architect of such item immediately. BUILDING STORY ONE -LESS THAN 30' NFPA-90A-1993 STANDARD FOR THE INSTALLATION OF AIR CONDITIONING = � 6. Contractor shall carefully/thou roughly study and compare the Contract Documents with AND VENTILATING SYSTEMS �$'� r y `-' "' ' drawings/specifications and with information furnished by the Owner. When there is an SEPARATION FROM PROPERTY LINE: NORTH WALL 86'�` �Ar 1x t ." '�•- " T NFPA-90B-1993 STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND ^-- "�` �^ inconsistency/conflict or violation of codes in the drawings or specifications, inform the EAST WALL 9!- ._ "' %r 2 St AIR CONDITION SYSTEMS Architect immediately for a final decision before proceeding with construction. SOUTH WALL 13T '." _ 'p_. ;- ... �V 3rd st•,-,r 7. Contractor is responsible for all building and development fees required to complete the NFPA-101-1997 LIFE SAFETY CODE `�, > r WEST WALL 63.6T b o project. The Architect shall be reimbursed for any fees paid prior to the Contractor NFPA-251-19% STANDARD METHODS OF FIRE TESTS OF BUILDING CONSTRUCTION w5 n St__ Sm initiating construction. - ! AND MATERIAL R"* _fit 8. Provide fire stops and seal all pipe and conduit penetrations through fire rated floors. NUMBER OF OCCUPANTS �• w �. - -- - W Bth BUSINESS AREA 1 PER 100 sq.ft. NFPA-252-1990 STANDARD METHODS OF FIRE TESTING OF DOOR ASSEMBLIES 104 PERSONS - walls, and ceilings in order to prevent the passage of the smoke or fire. All sealant shall ^ ,� - 8 comply with the minimum fire rated requirements for the wall, floor, or ceiling. Only FBC-20021 FLORIDA BUILDING CODE, 2002 EDITION .Jawrav Ln Vy '�tn. S I y approved non-combustible materials are allowed to penetrate walls. 1-_ _ �t i ` o d 9. Smoke and fire partitions shall be constructed per the designated UL design, and shall be FLORIDA MECHANICAL AND PLUMBING CODE, 2001 EDITION - `IL t c Ca p 9 g EXTERIOR BEARING WALL -OPENING PERMITTED 2 ' extended vertically to the bottom of the structural above. Dust partition shall be protected FLORIDA BUILDING CODE 2002 CHAPTER 11 o wwomfa�rCr - }, -f with the following types of dampers, unless otherwise noted: O'TO3' OHR 0% OPENING 0% OPENING PROPOSED FLORIDA BUILDING CODE 2002 CHAPTER 13 aAnC•�ak®n a ac a _ - � • '' � - � 1iM � r '-� a. Fire partitions: fire dampers b. Smoke partitions: smoke dampers S TO 10' O HR c. Combination fire and smoke dampers: smoke and fire dampers 10%OPENING 0% OPENING PROPOSED ANSI -Al 17.1 FEDERAL HANDICAPPED CODE, 1984 OCTOBER 1997 ED. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION 10 manufacturer's Contractor ufacturershall reco recommendations ons and industry standards.e and install materials/products in strict accordance with the 10' TO 20' 0 HR 30% OPENING 0% OPENING PROPOSED 11. Refer to the Drawings and other documents for additional specifications not specified 20' TO 30' 0 HR LEGAL DESCRIPTION herewith. See structural, plumbing, mechanical and electrical drawings for additional notes. 60% OPENING 12% OPENING PROPOSED 12. The Contract Documents have made no intent to give specific instructions concerning the COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1!4 OF SECTION means, methods, techniques, sequences, and procedures, and assignment of work. It is the OVER 30' o HR GRAPHIC SYMBOLS 26, TOWNSHIP 19 SOUTH, RANGE 3o EAST, SEMINOLE COUNTY, FLORIDA, SAID N.L. N/A POINT BEING A 1" IRON PIPE NO # FOUND IN PLACE, THENCE RUN S89°45'29"W Contractor who shall supervise and direct the work. 51.60 FEET ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 13. ARCHITECTURAL AND ENGINEERING DESIGNS HAVE MADE REFERENCES ON VARIOUS EQUIPMENT DESIGN CRITERIA AND INSTALLATION MANUALS. CONTRACTOR 26; THENCE DEPARTING SAID NORTH LINE RUN S00°23'55"E 1072,00 FEET; SHALL REVIEW THE ATTACHED SITE SPECIFIC DRAWINGS AND /OR CONTACT EXTERIOR NON BEARING WALL N/A THENCE N89°45'29"E 15.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE •' •• •' = CAST IN PLACE CONCRETE PU1N/SECTION 000 DATUM AND SPOT ELEVATION MARKER EQUIPMENT MANUFACTURER FOR THE LATEST EQUIPMENT INFORMATION PRIOR TO EXIT ACCESS CORRIDOR 0 HOUR (FULLY SPRINKLERED) 704.2.4 • `.' : ••' OF TERWILLIGER LANE AND TO THE POINT OF BEGINNING, SAID POINT BEING A BIDDING AND CONSTRUCTION. 1/2" IRON ROD #LB6300 SET IN PLACE; THENCE SOO°23'55"E 390.24 FEET ALONG PARAPET WALL NONE, ROOF WITH 6:12 SLOPE 704.5.2 STEEL IN SECTION RSS ON MARSAID EAST RIGHT OF WAY LINE OF TERWILLIGER LANE TO A POINT ON THE 14. Shielding Protection: X �NORTHERLY RIGHT OF WAY LINE OF STATE ROAD NUMBER 46, SAID POINT PROTECTION OF OPENING 705.1.2 1. Shielding design for this project and all shielding related details should be calculated and _ BEING A 1/2" IRON ROD #LB6300 SET IN PLACE; THENCE DEPARTING SAID EAST determined by a certified radiation health physicist. Contract design builder or owner to obtain EXIT ACCESS CORK. 0 HOUR (FULLY SPRINKLERED) EAM III =III —III N SECIIM ® 000R RIGHT OF WAY LINE RUN N88°16'58"E 315.12 FEET ALONG SID NORTH RIGHT OF the final report and related items from the record of physicist of this project. OPENING W/IN 15' O HR 705.1.1.2 EXCEPTION NO. 1 WAY LINE OF STATE ROAD NUMBER 46 TO A 1/2" IRON ROD #LB6300 SET IN 2. All constructions and installations shall maintain the integrity of radiation shielding design --- PROCESSED WOOD SHEET MATERIAL XX COLUMN DENi1FlCATION PLACE; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE RUN OPENING OVER 15' 0 HOUR - without leakage or hot spot in an direction. --- --- - - N00°11'01"W 382.13 FEET TO A 1!2" IRON ROD #L66300 SET IN PLACE; THENCE g y BREAK LNE S89°45'29"W 316.47 FEET TO THE POINT OF BEGINNING. 3. A single source shielding contractor shall design, fabricate, furnish and install all shielding PRECAST CONCRMrelated items in accordance to the approved copy of the shielding design and Calculation by MEANS OF EGRESS REQ'D PROVIDED T-1004 • 1/4" t —O" INDICATES DIRECTION DRAINAGE the physicist, items required by the radiation equipment manufacturer, Varian or others, and OCCUPANT LOAD 1/100 SF 104 PERSON MM NSULATION field conditions. TRAVEL DIST, - SPKLR 300' 150' 4. The current shielding designs and details shown on the drawings are for reference only, DEAD END 20' 14' wood TRN ACCESSORIES AND EQUIPMENT MARKER and the drawings do not necessarily indicate all conditions and accessories. EGRESS WIDTH MIN. CORR. WIDTH 44" 64" MAJOR MEDICAL EQUIPMENT 0.2"X111=22.2" 180" 5. All design, fabrication and installation shall comply with the requirements of NCRP MIN. CLR OPEN'G 32" 36" 8M N SECTION (D WALL/PARTITM TYPES (National councilor radiation Protection) and comply with requirements of local, regulatory NUMBER OF EXITS 2 3 agencies where standards and criteria exceed NCRP. ACCESIBLE MEANS 1 3 S -�=: VARIAN 23EX UNIT 6. Submittals: Prior to construction, contractor shall submit shielding design shop drawings to -"• '» CONCRETE BLOCK IN SECTION KEY NOTES MARKER HORIZ. EXIT 50% MIN 100°k��� r ``F`"- ® VARIAN ONCOLOGY SYSTEMS architect for approval. All drawings shall be shown in appropriate scale and with sufficient details. 770-955-1775 WWW.VARIAN.COM Submit 4 complete sets of drawings, data and other documents for architect and engineers to SITE INFORMATION C GRASS IN PLAN X'-X' COILING HEIGHT review and approval. Items r)eed to be submitted are listed below: W VARIAN XIMATRON a. Design calculations and details of lead shielding structural supporting system, such as the ZONING JURISDICTION: COUNTY OF SEMINOLE ® IMNDOW MARKER VARIAN ONCOLOGY SYSTEMS lead walls, ceiling and other critical areas. All calculations shall bear the stamp of a licensed ZONING: GC-2 (GENERAL COMMERCIAL) 770-955-1775 WWW.VARIAN.COM structural professional from the State of Missouri. LAND USE: PROFESSIONAL OFFICE OPP WALL OR BUILDING SECTION MARKER b. Access panel, power requirements and electrical system where applicable. MAX. BLDG HT. 50' - OPP = OPPOSITE HAND FUTURE LINAC-VARIAN 600C c. Other items deem critical to the shielding design, or as required by the design -builder, PROP. BLDG HT. LESS THAN 36' X XIOc TYP = TYPICAL SECTION SIM = SIMULAR TO VARIAN ONCOLOGY SYSTEMS radiation manufacturer or others. 770-955-1775 WWW.VARIAN.COM PARKING REQUIRED REFER TO CIVIL DRAWINGS UNDER SEPERATE COVER OPP ELEVATION MARKER X Fin OPP = OPPOSITE HAND GE LIGHT SPEED CT/SIM qW TYP = TYPICAL SECTION GE MEDICAL SYSTEMS SIM =SIMILAR TO 800-257-2878 WWW.GEMEDICAL.COM ENLARGED DETAIL INDICATOR FUTURE PET -GE PET ADVANCE NXi - - - - OPP = OPPOSITE HAND TYP = TYPICAL SECTION GE MEDICAL SYSTEMS i SIM - SULAR 'M 800-257-2878 WWW.GEMEDICAL.COM DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY- DSC DRAWN BY: BM ISSUE DATE I DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B ' 112/11/02 1 SCHEMATIC DESIGN - C 101/24/03I601%OWNER REVIEW D I03/14/03 I BANK LOAN PACKAGE E I05M2/03 I FOR REVIEW— -- F I05/30/03 I FOR PERMIT AND BIDDING UJ H I z UJ UJ Q Q Z LU 00 >. 0 J Cr v ILL— O Z O Q J 0 w V W 0 0 Z V —� 00 Z U. 0 Z O W < 1!3: 0 vn w L Z z Q a Cn i DRAWING TITLE COVER SHEET JOB NUMBER 01032 SHEET NUMBER AOm2 .42 --..-..--•---- - .-..---.._.----_..... � ___- _-_--- - - - - - - - - - - - - - - - - - - - - - (Q), 96.c H�L90N, l ,"W,' ' 13.9'1 I I I ' ' II I II a II � I I I I I I I I I I I i I I I I I I I I I I I i I 1 I I � • I II I .- o i � l all I l� ONIAW 38(llfl3 Q I i I I I C4 --------------- Tom— � � I) r\ i -- Q---- � i + I II C) z I I I li ��\ ----- II I I �Z I I CO 0 11 0 I Q m Li A w t �d 11 m� i oQw I I �CD I o f— I z I -- J I I I I I I I� Cn I I o cfl I I I r----- -- --I r I I I I I I I I I I I I W ---- --- -� O I �---------------------1--------- - _ III - - - - - - - - - - - -------—-- - - --- CO ca -- -- I -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - --� - -----�---- + 1t- b Z If I I I zII I i � ) '• ...•.'. .. I - I I it X_� o I o l U) I I PANNC p i II z I - L 0 i I I II r•. ----- L*,SE THREE — _.—.ag a - . ' ` . ' . ' . ' .. . ' • I I I I /•1 3 4 � I W i jl --------- ------ --- - -- I U T I �• , '06£ Ilil III r' . _ • . • r (W). 90'S6 -- - = I - -- -- - - -- -- -- - -- -- --� v -- -- (a), 96E Hjvlos , o pEx ao -- -- -- -- -- 0' PEE 09) ENV-] �1:101 �IAM]i �ga .,7 po LJ CO i �w cf c I d � AM ARCHITECTURAL SITE PLAN 1 /Al.0 SCALE: 1"=20'- E t-b o Iz I i Ii 9. 9'-4" J 15/A1.01 SIGN ELEVATION V-8" 1'-4" CAP BLOCK 4- SOLID CAP BLOCK PER FOOT W/ 1/4- PER FOOT TOP SLOPED TOP AIRS AT 48' RTICAL FACE CMU GROUND FACE CMU )RIZONTAL WITH HORIZONTAL G 16' O.C. REIN. AT 16' O.C. — D CAP BLOCK, 4' SOLID CAP BLOCK. MATCH CMU COLOR MATCH CMU — ACE CMU SPLIT FACE CMU )RIZONTAL WITH HORIZONTAL AT 16' O.C. REINF. AT 16" O.C.—\ SRADE FINISH GRADE KWING GRADE 10US FOOTING NRS AT 12' X. EACH WAY NM Iffa ,o V-4" FOOTING PER STRUCTURAL N ALUM. _ETTER V ALUM. 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VVI 'S E� S GN46 ET IL 2 /Al.0 �Ok FINISH IN'FORMATION'' -4 SEE D W1,510N 3 - co tt F77 77711 CONCROE��: VA T,RECEIVE� P�JNT -SEE KEYNOTE - PROVIDE SMOQTH-FORMED , FINISH. a x LL. Z a a 2 A9.1 R'-9" RECEPTIONIST'S DESK 1 A9.1 MILLWORK PLANS SCALE: 1/4" = 1'-0" 2'-6" NURSE STATION SOLID SURFACE 6'-9j" 5'-11" OAK TAMBOR 7 EQUAL SPACES -FROM END TO END 1W 2 A9.1 ELEVATION --RECEPTION SCALE: 1/2" = 1'-O" I`J / f--"j ' ' I SCALE: 1 /2" = 1 '-0" 9 A9.1 ELEVATION —NURSE STATION SCALE: 1/2" 3 EQ. SPACES @ * 6'-11" V.I.F. OC WALL BEYON SOLID SURFACE ENTER LINE OF CURVED MILLWORK AND SOFFIT ABOVE 12'-10�" 6'-11 5'-11" OAK TAMBOR I 7 EQUAL SPACES -FROM END TO END MILLWORK BEYOND CENTER LINE OF CURVED MILLWORK AND SOFFIT ABOVE-- 7' -4" 3 A9.1 I ELEVATION --RECEPTION SCALE: 1/2" = 1'-O" OAK TkMBOR i - -- I - [—ul 2 EQ PANELS W/ 1/2"x1/2" REVEALS 3 EQ PANELS W/ 1/2"x1/2" REVEALS 6 A9.1 ELEVATION --NURSE STATION SCALE: 112 " = 1'- 0' 10 A9.1 ELEVATION --NURSE STATION SCALE: 1 /2" 1. 11 A9.1 ELEVATION --BILLING SCALE. 1/2" 4 A9.1 ELEVATION --RECEPTION (BACK) SCALE: 1 /2" = 1 '-0" I N CENTER LINE OF CURVED MILLWORK AND SOFFIT ABOVE----\ a 3._.. 3'-72" 1'-5" 1' 2't 10" 1' OPP. -_ 12 � OPP. ,n - - C) WOOD VENEER — ro B X FILE NIC 2'-54" S-6" 1'-4" 4'-10" ELEVATION --NURSE STATION ELEVATION --NURSE ST. BACK 7 A9.1 SCALE: /2" = 1'- o" 8 A9.1 SCALE: 1 /2" 1 ' 0 I N 3 EQ. SPACES @ 7'-8" (V.I.F.) ol Q� V \� lvl, �j7 <t `t 2 EQ. SPACES 05'-2" (V.I.F.) 2'-6" GYP. BD. SOFFIT ABOVE 3 EQ. SPACES @ 5'-2" (V.I.F.) OPEN ADJUSTABLE SHELF (TYP.) COFFEE MAKER (N.I.C.)ROVIDE WATER PAPER TOWEL DISPENSER SOAP DISPENSER PEN BELOW FOR ADA ACCESSIBILITY ADJUSTABLE SHELF (TYP.) a ADJUSTABLE SHELF TASK LIGHT )u) WORK COUNTER E COUNTER SUPPORT OPEN — — LZ 3'-10" (V.I.F.) 1'-4., N I N N I N in N ELEVATION ---COFFEE AREA ELEVATION -WORK RM. 12 A9.1 SCALE: 1/2" = 1'-0" 13 A9.1 SCALE: 1/2" DAN I EL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [7701644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN -WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT! AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A I10117/02 I SCHEMATIC DESIGN B I12/11/02 I SCHEMATIC DESIGN C I01/24/03 160% OWNER REVIEW D I03/14/03 I BANK LOAN PACKAGE E I05/12/03 I FOR REVIEW F I05/30/03 I FOR PERMIT AND BIDDING I ( I f I I I I I tl, W Lju 4J . ce. uj �' I �n Ant, V LL • o o �- z LL DRAWING TITLE MILLWORK PLANS. ELEVATIONS AND DETAILS JOB NUMBER 01032 SHEET NUMBER o Aq A '0 U H; �Z 0 U k C( `0 LL 0 w U) ,Q ui a 3 EQ SPACES @ 9'-1" EQ. SPACES ® 6 �. ADJUSTABLE SHELF a m m 1 N N cV SOAP DISPENSER PAPER TOWEL - DISPENSER i J ¢ Q N Q o — Lil OPEN BELOW FOR ADA OPEN i>j ACCESSIBILITY COUNTER N SUPPORT Lm 3' 4 EQ SPACES 8'-44" (V.I.F,) 2'-10" (VERIFY) 2 EQ SPACES 0 7' (V.I.F.) ADJUSTABLE m SHELF V-1 SOAP DISPENSER a a ¢ PAPER TOWEL DISPENSER OPEN BELOW FOR ADA ACCESSIBILITY - IT-:5" (V.I.F.) 4'-8" V) Q ADJUSTABLE SHELF a o m - m PAPER TOWEL DISPENSER MICROWAVE CO SOAP DISPENSER BY OWNER mow iv REFRIDGERATOR Q 2'-6" CLR BY OWNER,-"�� SUPPLY .WATER & `� POWER g OPEN BELOW 0 0 FOR ADA i ACCESSIBIL N N (VERIFY) 2'-6" 2 EQ. SPACES 0 4'-6" (V.I.F.) � Q EXHAUST HOOD VERIFY SIZE (SEE MECHANICAL) � cV PAPER TOWEL OPEN DISPENSER SHELVES COUNTER TOP rn � COUNTER TOP 0 o OPEN BELOW FOR ADA ACCESSIBILITY 2'-11" (V.I.F.} 3 EQ SPACES O 9'-1" "- - 5 8" GY P BOARD ON 3 5/8- L -_. / PHONE METAL STUDS AT 16" OC. OUTLET - �--MAPLE TRIM DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax PLASTIC LAMINATE ON 3/4" PLYWOOD _BOTH SIDES PLASTIC LAMINATE ON 3/4" PLYWOOD SHELVES PLASTIC LAMINATE ON 1/2" PLYWOOD BACK PANEL 7 A9.4 J THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USEU ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION V.B. V.B. V.B. V.B. 4-PLEX OUTLET T77 7001 fS APPROVED BY-, DC , -MWN BY: A "', I'd ` ''I P I i I ,l I �l i, j ,_ "' , , ­ I , , , , , , , , "' , , , , - , -_` , , , , , , " , , , " , , , - , , , , , I - - � -1. I I I- � ­_11'_ ..�;, I _1 ��_;� �_,, I:, - i­ � . �� ,", : I I , I I -11_.__` , , I " I .`-, , ,!; ll`� - �_l___l I .� � - � - ,­ - � � I ` , I I - � � " , i�,� . ! � - ,4 1, : I � � , - - - � I - "_� � . , . - " � - , . , - , � � ", � ."! " I , I � . �l . �, "I' . -1 ,_,.- - . � . i ; t�, : , � , i, � 1. ­� .. , . ! � . I � . � . . I I � .. 11 I � - �l . . . ,� I . I I I I I . I I .1 I � I I - I � . I I I I . � � . -1 - I - . . I I I . � I I I . 1. I ­ I I .1 -_ I , t I I I I . I �_ . I � .� 1 � I � � I � I I . � � I I . I I I I I . . 1. I � �l I . . 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' �L I . . I ' �- ; - , ' L r - . . r - I I I I , . . , I , _, - � . � � I . - I L r, ; r , , : - I ., . - . r I . . I . ; . . � , 1, - , _ , I r � j I I . ,��l If , � , ��, :,L , I , , , I - I 1. I j I . �: , �l ' .. I r r , 1 . " : , �� ' r . - . I �. � . - _ � � , I . . , . , � . -� - I � - - - , , , , - . I i � I I - I L � , I L , I . � � , , . . . � 1, . ,r I - � - '. I . .. : � r , , . . � � . I . - . , � , � , . ' � � L . I . '� r I I I I . I L I I I r . � . . ; I I I � . * . � , I I r - , I L I - - . � � � I . I � i , . . , � . I I - � % . - I ., I � " 1. I , � � , I L . I I ., � I , .. � . I I , . . � , I : I �% � I � I I I * 2 I I I � ' 'L � I � � � I � " r, � . . I I . I I " , � L � I I . I � L I I . I . . I � - I . . . I � . I � I L. I ', . . k _. . I , - . , � � � I I I . I - I r . I - I r - r I � , I � ! - . � . � - , . I L . I I . I I , r � I . . I I . � I I L I . L r � I � r r r . 1. - . , I I I � L L . I � I i L . I 1, I I I I I � I L ' I , r L I L I , � , , . . � , I 11 I r I r ­ - I r I L I � , , 1: L , . , . , � , . , , � t �, m L 7 - r , i, , " � � , I '. . I I . I . I r I z :L_ , � ', , � , x I _ , . , � . � �, � :, % r I 1 1 z � r , , _ , I - : � I - �� , . � , ; �% L I I , , - . I L � �: - - � . ��, "L ' : . - , ; : ' - L " , � I - ,, L I I � � � � . - � L I I - I .f , I ; ' � I , � ' . - r � �, � ' r , , ' : : . - - . s , � _ � , � � � � , �� I ,�� , � ­ ' : � ­ ' � � , , �'L � I . z . r r I � _ I , � � . ,. L , , : - 'I, - ! � , L . , '.I " - : -L " i � , I I r I . , L . . r I . , I I L : I . '. I I L . -1 L . I � � r I Ll ' , I I , I ' L � , 'r . - I � rr r . r : � I , , x � , : . �, 11 I , r � � . r r � � � I , , . �: ,� � . : L . . _r I L L 1� , , . I I r " , � - ' I , I I � � . , I . I %, � ; - I � . L , I I r . I I . , , I I ,. I I r I 1. L , I � L . ' I % . - - I r I L . , - r , r - , � L '. �, , , I , - � , ' ' L " � ' - L� " ' � ' - . L " , L I � I r :, I :'r � , . ' 1, r . L � I � I - � � I I . �. , ,, ,r � � I I � �� ' , , � I , � I , � I � r � - � L � - . � � r . . - " , � " , e, , r � � , ' r - � 4 , : , I I I I L I I I I � ' '� r : � L ' � " , � . : ' I I -1 I r . I r , , r I _. � ", _' _ , I . , _ . , L , ' , r I , L 1 1 � I I I I I I I � I , � I I , ' ' L . L � r , , ,:r �_ - I r I � r I I � � 1� . I I I I I . . , I r r I I � - r I . r , I I � � . I I I r I . I ­� � . I , . � I I ' r � � � ��' " , � , L ' ' - � - �' - - � r t , , , , " , , � , ' , L I I . ' " � r - : , � . � - , ' 11 . L - . I I , , , , � L ' I r L � , , I - . L , �' , : � � : � ; _'. I . L� I I I . , � � - - , L I r . .1 �� � � , . I �: ' ;' LL, L' ,� ' ' , , � I I r L � ,� ., r . , - , , I r , - , 1 r? � ; , - � � , , , , I I , , . 1, I � ; 1. , ,. , , . I I � , r � , . � , ,r, , I . . r L , . , , I , � " L ; � , � . ,,, . , I , , . I _ , I I I L . t . I I . : : . . I I ._r . . , � 'L . ,� . , 'r , I � � , , .� I r I � . I " I . r L I I I - I , � , � � '� , � L . � . 11 � �l : � z I , , � I 4 I � . ; . , -, I I I � . I .. L . �� � �_ , , � . I L . , , ' , w . � I I I I � 1, � . . . I - '��_" r I . � I � I , I '. � L , , L - � � ': ') ' L L I. I I . I I L , . . I , � L L � � : I I _ I - � . , L ' I � 1, , � I" L' I L . L I I I � I . r L I � . I I , , I . . L I � � I I L - . I I . . L* . � L I _ , � - I : , . � , . . , � ' j , r r, � , , L , r . . ' r I , ' ' . , . � , �, - , ,. , � � ' L - � ' � % , I , ': a 1� � ' ' ' % ' ' � ' - o . ! I , : , . - . , � � , - � _ ­ r-I ; , ' r . , . r �, , _ 11 , . , r � ' , rL., . L , 'o I . I I 11 r I I I I � I I r . I I I L : " , I I I I r : . r I , . ." r . I , ; I � , I I I , , I � L I I , , � , : , r . I 1, , I � , I - , r. , L I . ; c L . � I . I � . I r � , , , I L, I � I I 1 � - � .1 . I � _'" �,L� r , " , I'll � � � ' , ' I � I . . I � . . I L , I I . r' � . I � L � ; I . I . ' r I � ' ' ' -, ' � �' I ' ' - � � � L , - ' :� ' , I I - I . . I 1. L . I ' ' �' I L I _ r . , r , � I , . ,� , � ' . , "' , .�, , . . . I I � I . I I I , I . I , . I I I I � , , � , , r r . . , . I , I � �L L . � I - , I . , , � I r � I I I . I I �� I L , , ; . . L ., . I - ' - r I I . . L � . - ' . . r I . I � � . �_ � ." L�)r...' ,,, I ;L . ; � , , r L e " � _ " , �, � r � � ' L : , . � I . I � r ` rT ' ) �_ - - , , r I , ; "� . I I . L I I r I I I I I � I 11 r ,e: L L . , � L , ; � -1 I I , I % � _� I ; " r . : L I L I r , r � ,� , 'r ' - � � ' � � ,2 ' , I � I � , I � , L ' - L ' 1 3 _ � r � r . . ' � � � ' . _� : � � 'r , I , ' � � r ' � � " ' " � -L". - "'�,�' , - 4: �,' � � � �", ' 1, , , � : , "" � " -, ..,!,,� ", i� � � " � I -1 � � I . : , I I . � � , : � : , , � , , , L ; . I I � , , '� �� `_ - . : , _. � � .L. * L 2 � ' ' , ' � e r ': � ' - - � I ' , L I I !� " 1 , 1. . , , � L � L � - I . L I . r, , r , , � , L , I , � 11 : , � 'L' ' __` " ' _' `_ ' �' :L ; . L � , , : 1, � - " - �l . I , , ; ' L r , ' . : � - I -, � �'L � . . , L � ' � , ' r 1, 11 � z ' ' r , � . � ' 2 ' r , , . , : - I I r , I , r ' � ' ' � � , L , , I _ ', ; ,;,�;, ' ' '_ ' :' L " " � ! ' � , L , : " - � . � - " ' �' � ' � � " ' , . . ,r , . ,� � , � : I � ' . , I �' ' � ' , � : r , r , � � I � - i ' , . " _ , �', , - ' , , , , ' �_ , , . , r , - ' ; � L I � ' _, r' - r , , ,�� � , j � ' ' ; : ' �� r , I , I '. . ' r , , � r : . � , '_�, � , ,, ; , i � . _ , � , , �_ , - r' I � , � � .­ r I I . I � . , I I I , . . . I I , , ` �� '� I , ", "; � I I " ' ' I - ' , . I . , - I , � � � , , , - ';' �; I I I ' L � : , : _; : � � , r . , . , � � �',��`) L ' ' ) : �� '� L " � � :", - ' I . I .1 I " , , I L I I �'_� ' - !'� " �' ' ' � I . - , . r I , 1 , � � L - - ' ' � . I � ; . ; , I - � � , ' - . : %, C � Z �", , I , . 11 � .1 , . _, 'r , � - I . I � I 11 , ' , ' � ' r , , 7� , �, L : '. Z � A � � r f , I � I I , , , . ' ' ' , , . I , , � , ' , , � � r 'I, - � I . J r � I r - � t , , I I , , , ', __, I I I . I '� � � , , , , - � , L � , � , � � , I , , � , , � � , " �� , . __ � 11 � , - , _ , , , , I , I , - I I � . , � � , � , , _ . . - - . . � , . L I 11 . � , � . , � ; 1 ,.' f . , . , , , , , _ � � : - � � , � . � � - , " . , . , � _, � , " - r � I I . I . �� � :� . 'r . I , � � I , � � q .� - _ L . 11 I L r . I I I , I w , , � 11 . " � r � . , � � _ , _ r � . , . '� ,�� �_'�'� L ' � . I - I I - , I I r , � " . L I , I . r I I � ' ' I L � . , � . I I . r , , , , .Ll , . , , L � , . . I I I I I ,l I - I '� ' ' r r . � ' . r ' 'r I - I " - ' � " �` . ;,] I �, � . , L �' , � L , � � - I I I , I % ' L�,.' ' I � - . . . I I : L - �: � : ' L ' , p . . . I L . I I . ' ; .,- , c �� �. , � � - � I I I rL . . L I I I �l L I I L 1. . I I � . � I � L � , I , � I r � , .. - L . L � , I I � I I I . I : , I , I ; � . . L I I I I e � I , :, . . , , '� 1, �. . p :. . I I � I , , I .� , i .. . . . I . I i , r r I r L � , I � I I , r : � , r I L I I . ; , . � I I I .. I - I I � I , . .L . I I I . I � I I � r r I 1, 1, r I L ., ' � � I r :r r, L I - , �� I I . I . . I I L . I -1 I : I I I I L r � I r : ' - , - I 1, , � . L � ;� , . I � . I I L. I � I - r ' , I r � I .. , � I " � , �, . I , � � � I I .� I : t � , : , _ : I � r , , ,,, , , . I , , , , , , . ,c I � .1 .1 � . . , , L , , t , , , . � � I , � , ", : : -, 'J , r , I .. � � : . � , - ", I " , , , I � r I i I I - � L I I . , , , 7 � � - , � � , , � : li . - I - I L - V, 1�, Ir I I , , � I . �� � , . L � L . .. , L f , � , , , ., � , , � . � � "L I " � :: I I , ­ - .�� �' � ' L: � � � _�'�'. ��_ .; . � ' '�'_,- ' L � I " 1 �', , . , ,�' � , ." �, , - ' r : , �l - � - , I � I I . - � . . , I . � : � I I I L - z � I L r " r � I ;11 I � I , I - I I r , I t, i� � , -1 � . , I I � , . , I . , I I , � . I I I L . . r � � " . � . � , , , , � ; .� : � L , , :' �' ', � ' , . I 1, . , � - . - I : . ', 'r , I r � � . I : � , � , I � r I � . - ,. , . I . � . . I . I , � , , � , r . ��, , t, I I I . , I I I , ­ ' ' - . , -1 .; : , , . � I � , - , r . L , : '. -, , , - I I I . I I � , . 11 I � . , . r , r', , L ',L ' * , , . _ �, - __ � . - I I � " ' r, ' r r ! � . . , L . I L � . � � * - , - - , - � . _ ! �, L . I ' ' . . I . ' ' I - � I ' I I j - I , r I . . L ', , , . � , � ' r j� L � , . �, � ' - _ . . - � . r � ,� r , ; �� , L ' , . . I - -1 r ., I � , _ L I 11 :1 , L : � , , 'I � I , r I , � , L I I . I . . I I -, � � L L ; . � ,,� I '. , , � , I - I . . � . , L - - ' r �� ', , r _ r I - I ',4Lr I . � � � , - - �l 'r ' L , ; , . - . . .� ; , , . . r � ' I � L , I . - " I � � L ,,, "L : � ,:, J� , r , I . I " , I 1 4 ; � ' � L q L ' L ,. : � - - , l: - , - r , .,. - . I I - _ � �, r , � ,�, � � � " , , L_ r . - � . � � ' 1 , � ' � I . I � I I � ` � ; I . . . � _ L - "r , , - �r, � , I , I I ' - , - ,-_ " : � L r , f : :'. .�, � ,� , I � ',�', ' ' ' ' , ' �' Z � L � L ' � r , L . , r , . - : � '. �, , ' - L� I .1 � _ � , � , � -, _� . � I . I I L - ' L' -4. - - , , , _, . . , . L . , I I z I I . . . " ', ' - , 11, . I I i . . �l " ' , I , . , . � I I , . , , , I . 'r L - , L � L , , " , � ,, - , r __ . - r ' , , - - - . - .., , , , � , , , -, - - � I . ` � ' . - L I . . , ­� . L � , % . , ' � , L �L I 11 , i �. I - . L 1 1 z �: " � . . a , � ' , i ', � - - r , z -, � �,�, I . L � , L , . . r % L . I . , I ' " ' I I ' L ' . . _� L :,� , ' ' ' - ' , 4 - I , I � r .r". � � r � i , . .1 I I f I r L . � . I r � � , � I , , ;� , ' I I " , i L ' I I I L I " . . , � " , . I r . � _r r . I - . � , � I r .1 . , .r. . - L I I r' . � - , I , I , - L I , ". , . I I . ,I . - . . I � . - r 'r , , , . I , I � r ' I , , I �.: I I I I I I . L L I , � � ! . r � L � . I , . - � I � � I - �. I . I I . I � L I I . . � , . - I r -� Z r. , I , . . . r � " � L ' L � � I � L , I I � , I L ,r . I I I - I I � I L . , , '. . ', r . ­ - , . � L r r r , .� . I � 4 I I , � I ­ , , " I , , .1 , � I q ' , L , . � , � � . r � - _- -� r � , ��. , � �� ,�,_. , � " - � � 'r - r :,. � , I I _ SHE : . r _: I I r .1 . - ., . . 7 I I I . I I r � L . . � A I , . : r . � I I- . I ;� I . I r I r I I r I . � , , , , , . I 1. : � � ; I , :,, ,r , , , - - . , . L I I I I - � I . . � . I r � , ­ , , , , , - , r " L - � � . 7 _ - L 1. - . r , ,; ,� . , I ; .. ­ I - I I - I I I . � r . � �. , L � , , . � I . . I � , . . �, . �� - . . I I I - " - . , , � �'r " I I . , I - - " , I ' L-� t I I . r I I I I I L . - � I : � I ' �­ " I I . I . � I � � , _ '. I . � .1 . . , , , _�, � :",' , � " ��, � , , 11 L r � � ­ � , , � I I I ��,`,?', L� -r ;­� _, - ' ' " � , , � � . r , � r r . ,_ _ �l - , ' , . , - - . , I I . L, Lt : ; .. L _ � . I . I ' * . . ' I . . : ', , .. r _', � . . I . L, , � _ '.� � _� '; _� ­ � � L �l 'r. r " , . . ;:,:,: c 3 � � � ,., __� _' � , I � ' - ., � L � , . 1, " , �, I . ­ , I .., . . : � 1. � I . ' I I ,,'r . , ��. - - � . ll,� - ��l I I I I � I 1- . . L . � . � . - ' . I I , �" - - , L I r . . L 1. � I . , - � 1�: I i I . � . . I ' 's, ' '� , : I ­ - . I I . I I ' , , - I r L I I I L,L - - , I ' . � . I "� L - r I � I � .1, , I � , � - L r . I �'. , I �l � - , " �.L . I I I "I � - I 1. ­: .1 �1� L : 11 I . . � I 'r � , - L I � r I �., '! 11 . - � " I I - " , - Ll L r . I _ � . I - ' L : . - I I . I I L 'L � � r . . I � r I . : ,� ',,., , . I � L r L' � - ' � !. 11 r � ; ; I - 1 , _11.'. � r, �r , ; .,. , , _' . : , ,_:r", _'�* � " � � I ' I ., � . � .1 ��-: ' I , � � L - � � r . 1. I � I � L L r . , -1 I L I I - '� . . -, L, I , r. - I : L - L I , , r � � . L � �- , 1; � I . .. I I- � . ' , � - - __ . , , - � � . " ., ,'L' �, . r ' ' ' ' ' ' , I , �, , " , � ,,� � __ , , I I . . I - , ' ' , 11 � . I , I % ,� . , L . � I I f , , _ � L I ., � � , "' 1'�L , I 11 I - � � : L L ­ I , , , , , 'r L I 1, I .. " _ � , , I L I I . I . � . � � _ " . , � , . . . � r . ­ r , . � . r ;. " I . . ,� , - , ;, , � ' - _r , ;_,:: , � , ­ t , , L . - I � . I L � I � I 1, , , , . I L � 'L, ,_L�, ." ' ' r 1 � Z L ' ' -� ,�_,� " I � ., r r �­ � , - �`,, � �,_­, � 1, I - r - 1. I � 11 : . ' , r, . I � . I L' , , , ,�r I . r . , . � - - - � r ' .: , � .1. . I , . � I , , - , - , , � - : ,L � , ; �r ", � , I . : : �, ��, � % , :i ; L � I I I I L .1 . � , 11 : I I I , , 'I, I � , I - - I I I _ . _ _ , " , ' L" _r � . I � I . _ � �, , , (� , � " , �, I . I . . _ - � , " L . , I I �, ,� � , ,-, '. � � -, �. - L . � . �L � � . � ; 1� I � I . � - ,w . . L - I , . t: , � �. � ,�. _ � , , , N 1. - . . . I i , � _ , , ol , , jr� r',,� . , . . , I _. . r ,� IL ' ' '. � r",L'� - � :. L I � .- � , I ". , ' - ; , � : _ I - � _. ­ L I � � . - , , � I I . I . I I I I I I , , t I 11 � ­, I 11 I -1 I . ." , I L . , . 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I , , ,'�i . ,� ,� I I L , z , ' � '! L � I - � :� ,.� , I I 1 ; , � � , , , � - . - � I . . - I r . I . , : , I . ' � L I ., � L, , .� I - - , I �, � . i I r r I - , � I � � . � L - � � , : . . , , , f � � I I r L � , � L . I "i, ., - j .,� _' � r",,�, - ' � , , " r' I - . � I .-, I : . I I . _ '- " . I L I I , I . � , r r . . I . - I � .� � � - I � r . , . . L , I . , , , .�,­ r . . I � F I L � ,_ �L � � L i . I - I � r r . 'r -_, - , . . . - . I -, - , ' �L , I � � , � . �' , . - - , , � � � ' r : "� . ; : . , . . - � ��, , ,_ _- _ g " . , , . , , . - , , �,�" � - , - I , ' �, 7 It- - � ' � � :, ��" ' , '. .! , , -1 ��' , , r . , ;._� I I � I I - , . � � � I , . � I w . I I I I � , - - I . . - r . . r - L ,� � ; i , �: , , � , , 1. � - � . I . � ' . - L . I I ", -, ' � � _� - - "; , r I , " ._," ��_._ r . I . I.. - 1, 1, , ' 7 : � " " r ., , � , �:_.r , 7 , �, , I . 11L� '_ ' ' . r . . I r - I � I I I . . I � I � I . I � , . I I I . 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" I - ' � ' ' ':� �'� - ' ' ' �i ' -.� � '� ` . . . � L, � L � I L . . , - - I I ;l , ', r ­ - - - - - - , I . . ; r - - ' ' '� ' - � - � t. . I . - . . - , , , ; I ,� " , L r ; ' L � ! L �. I . . I I ­ ' �� � 1 - -. ! : �: , �! -i ,�� - - , , L - � � . r � , - ,� I I I . - . " , I . � 1. I r I , , . I � " : , , , , ` I � - .­ , ," . : I � . , I L I L � ' , r - : r r L � I ' � . . ;' , � �L ,, � �'� % 1 � �: ,, � . L I L ,L. 'r I" � - , 'I � r, r �, � �L ' j, L � I I � , ' _ - r r " , . L _ � � . L 'L I � I - , I ,, : I­� I . ,t . I I I L � r . I . � - . I .r r, . I I I � r' ,. , I � �."� r I � I 1�1 I I � I r I I . 'r - , 0� I r ' I I . � L, � , I I . ­ i .1 I I I I L ,. L - ­- I � � - r I � ., ��r L i � I "' r, � .� , , I -, �"; _ , , � � - _, _�,_� ,�: _ , - '. �!,' . ' .-_-L,L _�::.., �, L ' ' I, , _ � . ,��l ',' � , , , , , _ , � . '. _ r I ` ' � � , , ... - " ' " . ." ­_" r " ;, r , �, . ; .� I ;,. ,' , , ' ' , - , . . - �_ � ,. - - , , r , - , , L , L , .7 , , - � ' :�., r , .. o - - � �: ., - � , , I : � , , " I , .�: _; '. _ �L " , , � . � : , , . , ' ' r . ,� .�, I , _i, I L ;'._� ; _ , , . , L I � . . r , _ � r , , L . L � I _, _ - I L I : 't �,, : � - '� I : I - - . , z . - � : " ,,. _ , , r , 4. � r " � !, - , _. __ , , , % � ' - - I .. I - . . . � , , �' , , � 1. - I I I I I I I , ' '- , r: ,!, . r � I - � . L : � I , - ; 1_ _ _ r r , - ' - ' � . I I � , , L r r L r L � I 1. . , , . , ., I I - , . ,� , . . . ' "' L - � . � � , . , 1! r I 11 rL : . I I :, � � � _. � _L � � I ' 'r :_r ,� . , � -_' 'I2 L ' � �, "" , , , . . r . . �� . ", , L.. ­ , ' " I ? . j. _,,L,L� -�','r I � . � � I " .� - r - . I __ - 'i - - - . . ' , _ � . , � "" - , .1.1 L' I � ,� , . I I - _ ..-.-, , .� .,� , _ I L L i � ' ,� , r I � � ',L _ "'r i � , 1* ,4 �: �� � .. . , , , . -. L I., 'i '�L , , L . _, , , , �� �. I , � � .� _ 1� , L L r � , I I - 11 I I I � , � _ � . ' , . , - r . .- I - - - r I � . , , � I . � , : . , � . ' ' _ ' ' ", . . I - I ; : _. : - , . , - r - - . � � � � I . _,� � - - , L ! . _; , , I , I ; .- '. ; � I , r� . L - - - , ,- � , ., , I � , � I . jr , , I I " . , . , , � L .1 I ,r � � L r I L � , ` _ . - - I . _ . �4 ,�', - L , r , _�' � � � .1 . , , ., ., , " � � . , , , � � ` - , ' - : '� �' �,' '; ' ' - I p 'L .!,� L , , . w . r , �." , ; :e - , ,; �L: . � �__ j ­ *, :_ '. , . , �r , t ;, � �, L * , , . , � " � , . , - �' '! , , - � -,- - , . ' , , , `� L � . L ,r : � � t �, . . : L ; -, - . S_ ... � , , , �. . r I , -, , .- - � �' - :�, ; _-, " - - - ' . , , .1 r � , , , - � . I I" �, , � , , � _ - ­ ' - , L � �,,,, , , ' ­ , 4 , , �� . � , , - , !­ .� I . ". r - - ' I ! �l - r r � ;_ ., " r � ;,� _ � - I ,L - , L � � ,, IL � � , � , , � ,,: . , , L , � ' 'L .�.� �� � , '. �.� - -, L"., I I , L. � , �� � . "� � . '� � ` � ' ' � � _�'L� ." " _; � � " I I ' I �; �. I., . _ _�r .A , , , . I �q.r ' � ' ' ' L , I : � ��r .� - /1' _r I L. I-` , - � - ­ " ' ' � L ; �:�, , , " , �L I � L ,� ,, � , . _ � i " "' , - , �' � T - � ­�' :_ _�l r, , L�,, � �� - I � ' '� I � ,� ` 'r, I _ r, '. . L',� ' " , , , �,, r � , . L';, , . , � ' ' . , , - " ` , - , I * ' ' ' " ­ - I *_�_,� ' L L 1_* � _ - , . . . 1 -- , , "' - 'L - I , - - , , , - . - , - ; , : I I . : I L ., � , ' , r q � , , . � � .. - - ; . . , � " , , - , . * - , , , � - r - : ,� �, , t - - L , " , , , , " , � , , - , - " - , , ': , " , , r � ­ � I I r . L - _. , I , � , . , - - , r '. � L I .,�: ', : r , . I - .r . I . . _�_ .,�.­, ' .� ,' . � " " . , � . ;' :' L - , I � , L I � L , r , . , � I - L'�;�, '�' ,�l - I - L , . I I L �j � L I . . . , � r ; -I : '-, - " , . � I . I , I - * � . � L' . - "" . " � r I - . . . . I ,,,r,,, L �� I . I - L I - - I - � . r . 4 I - L , , , , , , ­ " 1�i " , " . I . I ' r r ;,, 11 � 1--, � ­ . , .11 � I , � , , . . .. . � . , . _ � I . L r . , I I r, , � , L 1-1 q "I r , 1. .% �' � . r�, . "I . r 11; . . I . . I . . i 1 ' � ,� - . I . . . . I I - _ _ '. I I , . . . . � r - ' , -, , ' L . 1, , . I L . r L ' '. .� f �r . I r' . a . % . , I . � I - , , - � I I I , �r I : I .� L� - L 11 L� L I I - I "' " . , - .1", I I I I I . I L I I � r I , I . ... - L � I : ' ": L.' -',�Lr" *` ' � � : , " � "' �' ' � I I r I � . . , � rl, - ; I . r ; . I 1� I .�. �e , L a . I . I I - L r .1 1. I I - � . . . . , r I I , "I . . I I I L . �,�r . ' _: - ' , - ­ ' " '�.L � - , _' ': ' , - : -%,� - ,-: � ! ;: _� �r L , ' � . � I I , - - � 'L , I L , -, ` �" " , r , , � , , - - ,.,! '. � ": , � , � - , � ; , � �!, .,�,.,r:f`,.',, . L � -L � � � . - 1 � ,- , � r J1, . , � , __ I , L -, � ��,_,,,� " -.-� �--, , , - , - , - " r I . I , . I .1 . 1��' � _ . * _ ,, I . . � , I , � . , I I ` I I - ' �L , . LL - I ' " r : ' _ ' "r L , , , , , - � - I el . -, .,i - � - , - -, , - , - ,� � , L L , I . I . - � � " , _ , , : , L , ! I � , .'� � ,� - " � �, - . I I li I r I : � w ; � -_ , �_ � � r�'. . , 'r �. , " L , , . I � � - , 1. , I , 1, . � !�l � , ­�. -..-. L - : I :, r . � 4,� "', . L L , : , , , , � " � - " ' ' ' '� " ' r " : , .�- , -�.4r �, , , � � I , I . . �L L L , - ' L , ,' J � , r � , ,, , � , I � L . I - I L �,'!, ., � , . ; I � � I , _ � -,� , .. I I - , ; , , � ' ' ' � , . ' I .1 r , I � - � ­ - , * " ' . : . � '_ L, .; , ; � ' � . � I , - L, I �; ' , _, � , � : . : " ' , ­ � .r ' � , , _r . , � ' �l , , , , , " , � ���,�,,� , , : �'! , 7" ' "'. ,r , �, , .. . _� . ,L I . I , .. , _ ,", r , r � � ,; . . i �- . . ,� �� . L � ,� �­, ' , r I I . L� , :L ' �- ' L' � I �, ---' - � , r �L � .. . r I I - _� � : L ." � ' r - - � - , , , ' � ' - 'L t ' " - - 'i ' - " ' ,�., .1, , � ' I , , , - , � , I � _ � ,�� �i L - -, , e I I I - ; L�' �; . ,_ � ;� -,._ ' ' - � - - - - , , , " - - , ` � , - , � � " - - , ., , �� �,,` - ,� Z� - I I . - I I - 11 I I I L - I ­ � � . , , : , i .�v I-, - - - I - I L I I - - , , , . -, I , � I - I I , . , � � - I , , , , " �l , , 1, , I . 11 . I r , " - , - - . " , . L I I � , " L, I � , . � . I 'i � L I , , , , " , , , , . I � , . . � , I I I � 11 - . , 4 "L , ; - , , , � , ­ , " ' I'll " ' 1, � L ' . z . . k . %�� . , , I I I I . , I I I , � � , I _' � �_� ' � ' L - . 1 I r I r . � I ' I �. , . I , � � _ - , I , I : , I . �� ' ­ I r L I - , r L ; .,L "I 1". � I " . - . l � " , , , � , � . L . r' . - 11 � . ' ' r I " �,. � , , - . ., � I ., - .�: � . 1, r " � � . . I I 11 - , L � , - � I , , * " , �r "I ' - ' " ,., ,� , � L� 11 , , , , , L I �, ! � �. _ - - � - - � , - �-, ---. � � . , .: � � I .1 I - , ; I . I r� r � , , ,, , , � � , �' ", "� , " " - , I * L, , _ , - , I . � _ _ I . I .1 ' I L . , i , I . 'L L . " I . . I I . ­ L � ' ' ; I I L " I , ' , r' 1-�' ,-, L . . , % , ' L , , . L � . . � - , " , , r - � j ., i I , - I ,,, � %, , 1, I ; `z �' , * , � � I I I , , ._ ,� , , , _ * , , , . I � � . � I I -1 � . I , , _ r : ' -, - r I I I L � r . ; " , :� , '! ` ` � ' , . I . I ,:r � r � I L . , , , -, , � r � , r _:' L "' � .� 'k , . r , , r I I . , I � I - _- 11 - - _� � . ' ' ", L . , � I ; � � , L . . � 1� , I � . _ 1. . � ' : ,-,,_r ' � " ' , _ , , � � *;�` i, � �', , , ,� � - � - � L t , " , -, --­ : I e . � , - ,� . I �� ­ L , r .. - , " 1� 1, �l ­� � � , L I - . ;- . L z I . . I I , r . �,� , . - L L "' - � ' . I . r , I , . . , , , I � - � L L . "' , _� � �, ,�� . ­, ,' �j r ,' �,, ,� � : -, � � , , ." `;., , _ � , . _, - , , , , - , , " , , r, i I , . " I I L � . � � � � - , r � , , � ! ! '�'� - - ' � ., I I I � � , I I I . ,r . r?�,� ., . I - tj � , , I -1 I .1 , - � , �­ I , , , I -�, : , , � - , - , ; - - - � I r, t ,� �L % �� !,� � L _' ' r' _ � , .: , r: � � ,� . I - .� � . . I . ' , ; '.�r , �,� _�. � � . :: '_ , - - � � " � , , I ." , ��" I . L ,r, . �, , , , ', ," . � r - -1 ' ' ; r ­ , -,�, t - �, - : ,. , ,� �_ � r' I . , . - 7 � _�,� , L L , I , � L,L , .1 , L , ; - - ' ' , "� L _ - - , , . I I , � ;' , : , , � ,� r. ' ' ' � ��­', , , ' ',, " " % , � ' I � - - . I _ I ; ,: , I r � ­ L'� � , � ! __ 4 - ; , , , _ I r, _ . . L I r , � _ ,.'r.r: , r . , � .� ;. I ; 1, " _ ,� 'j , ,; .-, , �� " ��, r �� "";�� , : ;� - ':� , � � � ;, '_' r r, ,,,,� � 1'�, �", ' .: � ' """'Z . ' .".' ' ' ; , L'. ,,, - .1 - I - , I � ,,� � � ` � - I I - � - - -�, I I ; - .11 � . . I . - - - I - , . , '�L , L� : " � ,*� , � . I I � . �l " , �, , .11, _'. - , I � , , . - � I I I - - � �l - , " - - - � - I W,�� - � zzz I,- L . . - �� - , � :. . . ' r 'r ' ; ' ' I __ I I - - - - "­ "I 11 , L 1� - , - - � , . . I � 11 . ,� �. t I . � I I I r I , � , , I I . I - - - I I - � I I - i , " L L - L , - - I - - I - � ` - - - I _ '. . � , , I � � _: 11 . - . ; r I ,:, , , - , I � I - - ` " � , __ , : � 1 � L . � I .1 . - I I I I I I - I - _ � , ', . - � L � I " �, , . -1 . 1 I ;�l I ' - - ` , . � 1. I I I - I - �_ - I - �` " , ., . -"Z- ,*. ,� % ��, ' ' . " . , , , . . � . . ,% � - � �� � I , � . , ,; - I, e i I , � � ,� �l I � " , , . . I , , , , - I , � I . �, .�, � r "'.- L . � % ; ' " , - :' ;_ - . � , , I � 1� 7' . � . I r ' , �l I I I , � f , , L ' ' I . r �, ,'L' - � !'. � .� - - , I � ,� " .. - : , . I , , L . , � L" ," , ': � I . I I , �� . I L . . . L'� . I I r � - . . 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'1 , _ .r : : _ .}, ., < 3 ,' , , , ., , r„ _ , REV. DATE 09 26 00 - ," . ,_ as , , - =:." c - 641, 9N, , 5'>• I I IN T TI VO GE PRI A SO R R F R /AL S N _, _11 I � A R E R U E O L ALLA 0 L.T DA Y U C EQ D S ,_.r ', _ , , . ::, , . _ _ _ , , . �%'� >; ., _ IN V T 1 A IN V T F f0 ,. ANG OF L OL AGES. NOM N L . L E OL AG O 38Q , _ , , E E - ,,. -> . , a. , - _ 4 PHAS U 60 H cp 4 �30 E SO R c _., , 3 , - ,- ,ftil ei -I �-';�'� "'. - , y .. _. . . .1. . . , N P R P Y 1A R _ , RECOMMENDED OWE SUPPLY: DEl 0 W E .. _ —. " , ''_ . ,: _ , -.. , r ..,� L.,- ` - . „ N... . , ., _ . - MAXIMUM DAILY VOLTAGE VARIATION .MUST FALL WITHIN ON.E OF . • ,;.'>. . : , ,, . _. _ <. THE RAN IN to B A ,.,, - - r... , - ... I I.:: Ci 1., .DTI '.' .. -reR1 � e `�. NOMINAL NOMINAL -, ABSOLUTE RANGE I CURRENT (AMPS) . 1. 1. I � MINIMUM . STANDARD QVERGURRENT- PROTEGTIOFJ, I II �AOMENTARY CONTINNOUS 380 350-410 137 30 11Q-•A 400 368=-432 130 29 , 110-A : 420 386-454 125 28 '100-A 440 405-475 - 118 26 100�A - 460 . 423-497 113 25 90='A :'- 480 442--518 108 _ 24 9q-A _, ,. ,. , ; . _ -,. , "._ ; > ; : . .. % r CA TI N` A PON NOMINA VO TA LCULA 0 B SED U L L G (ALL ) , I;_ ",,I, "�0 O: I'��1' . „ ., � • . , .r . . _ PHASE- PHASE —TO —PHASE VOLTAGES MUST BE WITHIN + 2 PERCENT OF �I'� ,.- _f - , . , , , ' BALANCE THE LOWEST PHASE —TO —PHASE VOLTAGE. MAXIMUM ALLOWABLE 1_ 1 11,''-�oo .I , • TINANSIENT VOLIAGE EXC URSIONS ARE 2.5 PERT NT OF RATED ,. - -. . L E VO_L�AGE AT A MAXIMUM DURATION OF 1 CE YCLE AND I; ._. - _ :, . .:. . r ,,, - _ FREQUENCY OF `l0 T IMES PER HOUR. 11 � I"I - , . , �. IOLfAGE. TRANSIENT OR. IMPULSE ON THE INCOMING POWER MUS( ,- , �, ,: ' �;�, :' , .. . , r -' r { IN TR SI N CA Y E-TNII� •' . BE HELD . TO A M IMUM AN E CS USED B LIG iCP, „FI VIZ r >' ,.. .. SURGES, LOAQ SIAlfTCHING, STATIC ELECTRICITY ETC. ,CAN CAUSE <` ,;; w, ►— SCAN ABORTS OR; IN EXTREME TANG. ES, COMPONENT FAILURE " .INS H Y T IN T E COMPUTER SUBS S EM °" 34-> — '.• " stQ .,- ,_ ., ER DEMAND — 20 KVA AX DEMT COS POW M AND .90 KVA I,W MIl-W000S N., �.. ., ,POWEND -• DEMA, <,1 q w �":, Q I .. I - I . ,I'�I �'L�.� . I 1.1,...I-I I. I - � . I I . . ' ,,, . .. . I , I, �,. "�­II. I �,I . I I I I . I ; I� , '' I I . .­I� I I .� I. �, . .I �I -­ - .' :�""I ,1, ­'11� � II.II.L , , � � -TABLE B I I.II I �l I , l ,. , • I �- i : ,,�I I . _7" _.I ; � I .I ,. .1.11 I I I MAXIMUM11 , ' _ I. �� �­ I I I.I � , I � MOMENTARY . I1. . I .POWER . �� - . .. • DEMAND DEMAND CT HiSpeed kVa * 90 POWER FACTOR AT 0.85 4 .. 0 z:o E: ' oat, Qau14 U W ' `_e b �a~ a J $lr t '\M1 ii l 04 63 6 5 t `, - 14 mm . 4254 Y , a i .. R ._. I DE V.E .. :.:. :. a ......:. ... a K VE w .. :).. , , "5: s. ..err .' . N I' G E ., , : .. ��.. �: SHEET Cl 'AND'SHOULD r _ -777777777,, .. ,.... ,... .. .. ,.. ... ,.... n ... , ... a ,. ,� .. `,,' 77, { , _ .. a .. .. ,. n. .. '. . .. .. .,. .... ., .. :_ , .:. ,.. :. i ,•,. t. - I ' J y. a s VAULT WALL WALL THICKNESS REINFORCING SCHEDULE VERTICAL HORIZONTAL 2'-6" OR LES5 (2x) No. ea 12" O.G. (24 NO. 5 a 10" O.G. 2'�" (2x) NO, 5 0 12" O.G. (2x) NO. 5 a 41 O.G. 5'-O" (2x) NO. 5 0 12" O.G. 2 0. 5 0 W O.G. OR (2X) NO. 1 a 12" O.G. (2x) NO. 5 0 12" O.G. (2x) NO. 1 a 12" O.G. (2x) NO. 5 0 17" O.G. (2x) NO. h m 10" O.G. (2x) NO. 6 a 12" O.G. (2x) NO. 1 eta 10" O.G. (24 NO. b a 12" O.G. (2x) NO. 'i * 10" O.G. 4'-6" (2x) NO. -1 ® 12" O.G. (2x) NO. '1 0 q' O.G. 2x W. -1 Ot 12" O.G. OR 5 NO. 6 a 12, O.G. 2 NO. I * b" O.G. OR 5x NO. '1 eta 12" O.G. 2x NO. > 12" O.G. OR 3 NO. 6 a I2" O.G. 2 NO. T e9 6" O.G. 0R 3x NO. I a 10, O.G. b'-0" (5x) NO. b 12" O.G. (5x) NO. "1 a 10" O.G. 6'-6" (5x) NO. -1 0 12" O.G. (5x) NO. i o q" O.G. -1'-0■ (5x) NO. 9 4p t2" O.G. (4x) NO. "1 0 10" O.G. -1'_6" (5x) NO. 7 0 12" O.G. (4X) NO. 1 a 10" O.G. (5x) N0. 1 a 12" O.G. (44 NO. rt a 10" O.G. (4x) NO. -1 as 12" O.G. (44 NO. T a q" O.G. (4x) NO. -1 a 12" O.G. (44 NO. ? a q" O.G. mo. "( I2x)" INDICATES vo LAYERS (ONE EACH FACE) 2. "(3x)" INDICATES THREE LAYERS (ONE EACH FAGS, ONE CENTERED) 5. REINFORGINO FOR A 61YEN WALL THIGKNE55 15 C7000 FOR, THICKNE55ES UP 70 AND INGLUDiNG THAT LISTED. 4. REINPORr Its SHALL BE A5TM A615"C�RA a 60. 5. HOLD A A1= NOTE: REFER TO ARCHITECTURAL FLOOR PLAN FOR MASONRY CONTROL JOINT LOCATIONS. 50ALE: I/8"= I'-O" SCALE: i/8" = I'-O" NOTE- 5EE ARCH. vR a"INc55 FOR I, 00ATION5. OF I" DEPR,Ea5ll 5LA5 LOCATION TOP OF WALL FOOTING ELEV. z O m7 I +fir► .k. , ]i . �, 50ALE: 3" = 1'0" NOTE: A5TM A36 MATERIAL w 30LT5 ABOLT2 AE 2'_O" l 4'-6" 4:-0" NO. 6 NO. 6 0 r---) ° (5) 6 4 4 ° d 4 NO. 6 1DOWE 5 la d d ° ° d d ° d d ° 4, d ° d d v ° d 4 d d n Al 44 d 4 d° PROVIDE THO 6"x6" OPENIN65 THRU HALL. 5EE 50HEPULE FOR COORDINATE WITH ALL HALL REINPORGIN6. MECHANICAL OH65. 12" CONCRETE SLAB HITH No. 5 BAR5 a 12" O.G., EACH HAY, TOP OF 5LA5 BLOCK OUT SLAB j� AT EQUIPMENT PIT. / EL. IOo .1 d ° d .OW On" .ra UP* I AO%'L I SCALE: 1/4" = P-O" 3' 12'-O:: 15ECTIVN SCALE: 1/4" = I'-O" VAULT2 m FACE OF CMU FACE OF GMU TRUSS TYPE F TRUSS TYPE H TRUSS TYPE TRUSS TYPE K TRUSS TYPE G TRUSS TYPE A 25'-i 15/8" TRUSS TYPE B TRUSS TYPE C TRUSS TYPE D NOT USED TRUSS TYPE E 6" EL, 116-1 1/2" NOTE RAISED HEEL A-\ EL. O�J EL.116-0" 3/8" STIFFENER W24x5� fE EACH SIDE. to 4 0 000oo o° 00 Q o 0o °OOo °O 4 Q o o o°o°o 00 oo T-5/4"x 1 O "x'7It H/ (4) 5/4"0 BOLTS 3/16 2'-8'x2'-8" PIER OF L 8" GMU WITH (1) NO. 5 H553x3x3/16 VERTICAL BAR AT EACH CORNER. PROVIDE BOND BEAMS a 4'-0" O.G. WITH (2) NO. 4 fE3/4"xl0"x10" WITH BARS. LAP 24" AT CORNERS. (4) 3T 4"cP ANCHOR BOL 5 0.0. ON GROUT SOLID IN 1 1/2" NON5HRINK GROUT. - 41-0" (MAX.) LIFTS EL. q8'-O" a ° 4° a ° °v a ° av a a v 4 ° ° ? 4 a ONE — ° 6'-O" m 7 5ECTION IL I SCALE: 5/4" = 1'-0" PIER 8" GMU WITH NO. 5 VERTICAL BARS. a 24" O.G. CENTERED IN CELLS. (4) NO. 4 GONT. NO. 5 12110.0. z✓516NAeop*?r= 1 ! `i SCALE: 3/4" = 1'-0" SIGN rl PROVIDE OPEN- ENDED THREADED cOUPLER5 AT - END5 OF SHORT NO. 8 BARS. (ox6-W1.4xWI.4 WHF 4 //0000PTOU'00� �O 0(J000 b !) NO. 4 ONT. SCALE: 1 1/2" = It O" MUDSILL 5/4" RATED SHEATHING 51MP50N A55 FRAMING o ANCHORS TOP $ BOTTOM ROOF TRUSS uj 11. < 2x6 } I6" O.G. I/2" PLYWOOD 5HEATHING 2x8 P.T. BEARING PLATE WITH 1/2"(P M _o— ANCHOR O.G BOLTS a 24 (2) NO. 5 GONT. 1;J 8" GMU WITH NO. 5 VERTICAL BARS ®48" O.G. CENTERED IN CELLS. HOLD BARS IN PLACE WITH VERTICAL ROD POSITIONER5. PROVIDE (2) NO. 5 BARS ® 24" Q.C. IN THE TOP 8'-O" OF THE WALL AND a 48" O.G. IN THE LOWER OF THE WALL. GROUT ALL T. 7m REINFORCED CELLS. 4" CONCRETE SLAB -ON -GRADE _ WITH 6x6-W1.4xNI.4 WWF ON 10 MIL VAPOR BARRIER ON 4" STONE FILL. opo o 000dOo `0o po 0 ^r 00 00 00 ° o 00 °o 0 00 °o 1/ to° 4 e d aAl NO. aa 12"O.C. 'a ? ° ° °a 4 ° ° ° EACH HAY, TOP ° °4 4 BOTTOM. PROVIDE OPEN- 4a ENDED THREADED COUPLERS AT - 4 ° e ° ENDS OF SHORT NO. 8 BARS. 5,-oi: 5ECTION SCALE: 5/4" = I'-O" V1-77TG NOTE: PROVIDE 5TD. q0° HOOKS INTO TOP BOND BEAM FOR ALL VERTICAL REINFORCING. IF STEEL COLUMN 15 SET BEFORE 5LA8 15 POURED BLOGKOUT MAY BE FILL BLOGKOUT TO OMITTED IF STEEL COL. SLAB ELEV. 15 WRAPPED IN 2 LAYERS OF 15# FELT (4) #5'5x6'O" --- H554x4x5/I(o AROUND BLOGKOUT (4) 3/4"4) A36 „ ANGHOR BOLTS W/ LEVELING NUTS. FINISH FL. (00'-O" a .a o 0 o° ° ao ° e ° ° ° v I I p V SEE FNDN PLAN FOR FOOTING 1 51ZE AND REINFORCEMENT "I"YP"ICAL COLUMN' f � '-- 01 % 0 T' INC7 aim SCALE. z/4" = I'-O" 5TDFT5O6 NOTE: USE LEVELING NUTS TO LEVEL BASE PLATE. 5/4" RATED SHEATHING 1/2" PLYWOOD_ SHEATHI NO WOOD ROOF TRU55E5 a 24" O.G. 2x8 P.T..BEARING PLATE WITH 1/2"-:P ANCHOR BOLTS 24" O.G. (2) NO. 4 CON"t. PROVIDE SIMPSON HI& ANCHOR -r AT EACH TRUSS WITH (6) 1/4x2 1/4 TITEN 5GREW5 TO MASONRY. PROVIDE 51MP50N HOT-2 OR HOT-3 TIEDOHN5 AT OIRDER TRUSSES AS REQUIRED. 8" GMU WITH NO. 5 VERTICAL BARS 0 52" O.G. AND EACH SIDE OF OPENIN05 CENTERED ' IN CELLS. HOLD BARS IN PLACE WITH VERTICAL ROD P05ITIONER5. GROUT ALL REINFORCED CELLS. PROVIDE BOND BEAMS REINFORCED WITH (2) NO. 4 BARS AT TOP AND MIDHEICHT OF WALL OR AS REQUIRED BY LOCAL CODES. 4" CONCRETE 5LAB-ON-ORADE oo WITH 6x6-H1.4xH1.4 HWF ON 6 MIL VAPOR BARRIER ON 4" STONE FILL. 000 0 �¢ o000 0 0 000 r, o o °o°0000o°°Oo°o 4 ? d ° e ° 4 ° It a NO. 8 a 12" O.G. a , ° °e 4 ° EACH HAY, TOP ° A 4° ° BOTTOM. ° ° d AM 4 t5ECTICOPON SCALE: 5/4" = I'-O'I VAULTFTG NOTE: PROVIDE 5TD. q0° HOOKS INTO TOP BOND BEAM FOR ALL VERTICAL REINFORCING. 5/4" RATED 5HEATHINO IOd NAILS 2x_ BLOGKINO WITH SIMPSON A55 FRAMING -- , ANCHORS ® 24" O.G. (SEE NOTE). , I �� I 2x8 P.T. BEARING PLATE WITH 1/211dp ,,NOHOR BOLTS a 4" O.G. WOOD ROOF TRUSSES a 24" O.G. PROVIDE SIMP50N H16 ANCHOR AT EACH TRUSS WITH (6) I/4x2 1/4 CONT. TITEN SGREW5 TO MASONRY. PROVIDE SIMP50N HOT-2 OR ` HOT-3 TIEDOWNS AT GIRDER TRU55E5 AS REQUIRED. ` 8" GMU WITH NO. 5 VERTICAL BARS ®4°v" O.G. AND EACH 51 PE OF OPENI N G5 CENTERED ED IN CELLS. HOLD BARS IN PLACE WITH VERTICAL ROD P051TIONERS. OROUT ALL REINFORCED CELLS. PROVIDE BOND BEAMS REINFORCED WITH (2) NO. 4 BARS AT TOP AND MIDHEI(5HT OF WALL. OR AS REQUIRED BY LOCAL CODE. I I " 4" CONCRETE SLAB -ON -GRADE WITH 6x6-W1.4xW1.4 WWF ON IO MIL VAPOR BARRIER ON 4" STONE FILL. _ _— I_III I I I 000 0 00 0 0000 00 0 0. 0000 0000oo°0°0o000 i -I ° ° d ° ? ° (5) NO. 4 ° CONT. No. 4 2'-b" 12" O.G. =CTIUN SCALE: 5/4" = I'-O" WALL5E0T NOTE: PROVIDE STD. clOo HOOKS INTO TOP BOND BEAM FOR ALL VERTICAL REINFORCING. PROVIDE 2x_ BLOCKING AT ALTERNATE TRU55 SPACES ONLY. 5/4" RATED SHEATHI NO I Od NAILS a 6" O.G. o 2x_ BLOCKING WITH SIMP50N A55 FRAMING' ANCHORS ® 24" O.G. ` (SEE NOTE). ,I 2x8 P.T. BEARINO PLATE WITH 1/2110 NOHOR BOLTS a 4" O.G. WOOD ROOF TRUSSES 24110.0. PROVIDE 5I MP50N H 16 ANCHOR AT EACH TRUSS WITH (6) 1/4x2 1/4 TITEN 50REH5 TO MASONRY. PROVIDE SIMPSON HOT-2 OR HOT-5 TI EDOHN5 AT OI RDER TRU55E5 AS REQUIRED. ` a" GMU WITH NO. 5 VERTICAL BARS ® 32" O.G. AND EACH SIDE OF OPENINGS CENTERED — IN CELLS. HOLD BARS IN PLACE WITH VERTICAL ROD P051TIONER5. OROUT ALL REINFORCED CELLS, PROVIDE BOND BEAMS REINFORCED WITH (2) NO. 4 BARS AT TOP AND MIDHEIOHT OF WALL OR AS REQUIRED BY LOCAL GORE. 4" CONCRETE 5LA5-ON-ORADE WITH 6x6-WI.4xNI,4 WWF ON 10 II MIL VAPOR BARRIER ON 4" STONE FILL. iu _ I--1 I (- :.: .•" 009oo©000 • Qo 0ao 00 00 oO 00 O op °° o° °O ,�(� '�w -I �_ } II a' 4 ° (5) NO. 4 CONT. No. 4 � 214011 12" O.G. Aak W-M SCALE.- 5/4" = [I -Oil 15WLSEGT NOTE: PROVIDE 5TD. qO° HOOKS INTO TOP BOND BEAM FOR ALL VERTICAL REINFORCING. PROVIDE 2x_ BLOGKINO AT ALTERNATE TRUSS SPACES ONLY. FRED F. WARDEN .pAE.. 4562 U.S. HIGHWAY 29; SUITE 120 UPURN, GEQRGIA 30047 [770] 934-6944 tel [770] 934-1.875 fox FL.P.E. No. 30817 'Expires 2/28/05 kA- I . THIS DRAWING IS THE PROPERTY OF FRED F. WARDEN AND SHALL NOT BE REPRODUCED IN WHOLE QR PART. IT SHALL NOT.13E U$ED ON OTHER PRQJEC IS AND SHALL BE RETURNED UPPN REQVE8rF COAYRIGHT AS DATED FRED F. WARDEN. NQT VALID UNLESS SIGNED A14D SEALED. DRAWING ISSUES APPROVED BY: FFW DRAWN BY: GJP ISSUE DATE DESCRIPTION F l5/30/03 PeWIT 4 1511:h2lko I l l l l l ( _ l l l l AE SEE SECTION 1/55..0 FOR TRUSS ANCHOR. 2x4 PLATE ROOF TRJ55 (2) 1 3/4"x1i 1/4" LVL BEAM. NOTCH END TO ACCOMMODATE BOLT HEADS. J WELDED ASSEMBLY OF I/4" PLATE x5" LONO WITH (2) 5/4"0 5OLT5. HOLD BOLTS 3" FROM END OF LVL BEAM. IL W 11.. ry fEI/2"x1I"x12" WITH (4) HILTI HY150 ADHESIVE to 11/41' 6 I/2" 3 i/4°1 ANCHORS WITH 3/4 cv HA5-E i THREADED RODS WITH 4:6 5/8" EMBEDMENT. 3/16 10 SCALE: 3" = 1' O" LVLHEDR2 NOTE: WHERE 1/2" PLATE 15 MOUNTED TO THE FACE OF A GMU WALL, GROUT ALL CELLS WITHIN 16" OF BEAM cL. fEI/2"x6"xc1" W/ (4) HILTI HIT HY150 ADHESIVE ANCHORS WITH 1/2"4 HA5-E RODS INTO CMJ. SHEAR TAB L TO 1/2" PLATE. Pik LONG SLOTTED H( FOR (3) 3/4"(P BOLTS. 10 5ECooTION SCALE- 1 1/2" = 1' 0" BMPL.ATE SEE SECTION 1/53.0 FOR TRU55 ANCHOR. 2x4 PLATE ROOF TRUSS FACE OF EIFS AND GMU -3 5/8 16 GA. STUDS ® 16" O.G., EXTEND TO ROOF DECK. 3/t6 2-12 3/16 2-12 TYP. 42A4 WITH MCIOx8.4 TOP AND BOTTOM Afl\ EL. 110' 1 1/2" 15ECTION SCALE: 1 1/2" = I' O" STHEADER EL. 115'-4" (2) NO. 5 CONT. NO. 5 VERTICAL BARS ® 24" O.G. W/ 5TD. q0° HOOK5 EACH END. (2) NO. 5 CONT. gv (2) NO. 5 CONT. (Z NO.5 EL. 110'—O" CONT. ON SCALE: 5/4" = 1'-0" GMUHEADR (2) 1 3/4"xl 1 1/4" LVL BEAM WELDED ASSEMBLY OF 1/4" PLATE x5" LONG WITH (2) 3/4",D BOLTS. HOLD ;9 BOLTS 3" FROM END OF LVL BEAM. wel f(?,I/2"xq"xl2" WITH (4) HILTI HY150 ADHESIVE 1/4 6 I/2" I I/4I' �\� ANCHORS WITH 3/4"cP HA5-E f`- THREADED RODS WITH 6 5/8" EMBEDMENT. tvmOT1 ON SCALE: 3" = I' O" LVLHEAI�R NOTE: WHERE 1/2" PLATE 15 MOUNTED TO THE FACE OF A GMU WALL, GROUT ALL CELLS WITHIN 16" OF BEAM (T-,. FRED F. WARQEN, 4562 U,s. IiI.GHU_A;Y 29, SPITE 120 LILBURN, GEORGIA 30047 [770j 8.34-0944 W (770] 904�1875 fax FL P:E Na `30817_`: Expires 2.28,05, 51MP5ON MT5MI6 TW15T 2x8 P.T. PLATE STRAP WITH 0) 10d NAILS S" 5PLIT Yd/ I/2"d� ANCHOR TO TRU5� AN (4) 1/4-2 1/4 FAGS GMU TITEN SCREWS TO CMU. NO G.ONT. _ BOLTS 4i O.O. 2 'IN GUT WEE3 51-.UGK. FA in!A (2) NO. 4 0 8" GNN WITH NO. 5 CONT. DOWEL5 0 24" O.G. 8" GMU WITH NO. 4 PROVIDE STD. 010° a VERTIG AL BAR5 HOOK TOP 4 BOTTOM. �•• ®48 O.G. 4" CONCRETE SLAB - W/ *.. bxb—W1.4XW1.4 WWP ON 4" C R,ANULAR FILL. THIS DRAWIkO 13 THE PROPERTY OF FRED F. WARDEN AND SHALL NOT BE REPRODUCED u IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER �4 a c PROJECTS AND SHALL BE RETURNED UPON REQUEST Q � J o00 00 ooQ ooQ o0 000 COPYRIGHT AS DATED FREDF,WARDEN. NOT VALID UNLESS SIGNED AND SEALED, DRAWING ISSUES a a n a sd _ APPROVED BY: FFW DRAWN BY:_GJP 4. o C a (�J) NO. 4 ISSUE DATE I DESCRIPTION = • ' ° • llllll - e CONT. 4 F �/3o/o3i F'EFMIT. plpDliy6 v ,6 NO. 4a -Q:l 24" O.G. ( i .0 SCALE: i I/2" - I' U" VAULTEDG SIMPSON PHD2 HOLPOWN WITH (10) 5DS1/4x1 1/2 WOOD SCREWS TO TRU55 WITH (1) 5/8"O BOLT TO BEAM BELOW. WOOD ROOF TRUSSES 24" O.G. EL:. 115'-5 1/2" 3/8" STIFFENER PLATE EACH 51DE ----> AT COLUMN ¢-. H554x4x5/I6 COLUMN 1 SCALE: 1 1/2" = 1 0' 2x_ P.T. PLATE SHOT TO TOP OF BEAM. W21x68 3/4" PLATE WITH (4) 3/4" cP BOLTS. WELD PLATE TO TOP OF COLUMN. as 5ECTI ON, SCALE: 5/4" = I'-O" lrAGM WPt'f AFM I ON zo SCALE: 3/8" = V -O XIMATRON (2) 1 /4" 0 x3" LAG 50REW5 EACH END OF 2x8. 2x8 P.T. PLATE W/ 1/2"4) BOLTS / ® 24" O.G. EACH o / SIDE. r -- ---- -- --- 0 PROVIDE (3) 51MP50 H4 TIES AT EACH END OF EACH TRUSS. I I� COURTYP • i i i ( - • i i i .i now 0 ., 2x8 STIFFENER OF NO. 2 50. PINE EXTENDED TO FIRST BOTTOM CHORD 0 PANEL POINT. LL — -- um- (1) 3/4" (P BOLT THRU BRACE AND 2x8. HOLD AT LEAST 5" FROM EDGE OF 2x8. DRAWING TITLE, r, M2 LLI. d 5 IOd NAILS 5/4" ROOF SHEATHING T'RU55E5 3OLT5 OR HILTI =51\/E ANCHORS W/ 5 I^l/ 4 1/4" EMBED- % MAX. Z 15E0T1(oo;N A4 =I- F SCALE-. 3/ O ROO HALL NOTE: I. PROVIDE 51MP50N RHD5-5D53 HOLDOWN5 TO (2) 2x6 5TUD5 AT ENDS OF SHEAR WALL AND AT 5TEP5 IN VAULT ROOF. INCLUDE 5/V"�p ANCHOR $OLTS INTO \/AULT ROOF. 2. PROVIDE BLOCKING AT ALL UNSUPPORTED EDOE5 OF 1/2 SHEATHING. PROVIDE IOd NAILS a 6" O.G. ALONG PANEL EDGES AND a 12" 0.0 ALONG INTERIOR FRAMING. PROVIDE A 5LOGKOUT OPENING TO SET BEAM. GROUT SOLID AFTER IOd NAILS BEAM 15 IN PLACE. 66110.0. SIMPSON A54 FRAMING ANCHORS ® 24" 00 EL. 115'-4" 3/4" ROOF (2) 5/4"(P ANCHOR IOd NAILS 5HEATHINO Wt2xl:4 BOLTS a 6" O.G. 2x6 QUTRIGC�ER5 NOTE I C 24" O.G, E 1/2" RATED 2x6 5TUD5 SHEATH I NO -- a- (5EE NOTE 2). IOd NAILS fad NAILS O.G. ROOF TRU55 TYPE .J 5/4" ROOF SHEATHING ROOF TRU55 TYPE K —" 5"ECoTAmft N SCALE: 5/4" - 1'-0" ROOP7TEP NOTE: 1. PROVIDE SIMPSON .A34 FRAMING ANCHORS AT ENDS OF STUDS AND OUTRIC0ER5. 2. PROVIDE BLOGKINO AT ALL UNSUPPORTED EDOE5 OF 1/2" 5HEATHING. PROVIDE 10d NAILS a 6" Q.G. ALONG PANEL EDGES AND ® 12" 0.0 ALONO INTERIOR FRAMING. SCALE; 3/4" = I'-O" PULLDOHN NO. 5 DOWELS OORNAY . • rO- 5/4"xh"x8" BEARlNO PLATE. T Win SCALE: I I/2" -Y 11, 01t GROUT SOLID FULL HEIGHT OF HALL. 8" CMU HALL. L. 11(2'-0" PROVIDE A 5LOGKOUT OPENING TO SET BEAM. GROUT 50LID AFTER 5EAM 15 IN PLACE. ?) 5/4" (P ANCHOR OLTS a 4" O.G. GROUT SOLID FULL HEIGHT OF HALL, !V GMU WALL. ::?.OVIDE (2) NO. 5 ERTIGAL 5AR5 AT R NEAR BEAM WITH rD. 109 HOOKS AT 7P (NOTE: OFFSET 4OHN FOR CLARITY ,NLY). &" GMU HALL. FRED., WREN, R.. 4a62.,U.S, HIGHWAY 29 SUITE 120 IL11URN; GEOR, QIA 3,007 . ,. . [77Q 934-6$44, tel V70] 934.1815, fax G Iv.I*RAt °NOT{"* FL RE No. 80817 Ei 11`4s 2128110 _ 1°: Ddsin Code = 20Q1 Florida..5uitding Coda �. �e`slgn toads: r A. Roof live -10 P$F B.. Rpof dead = PSF (10 for PSG Winoi uplift) C. Wind -110 MPH; Exposure`l3.1�1 p as defined by SeQtlon 1606:2.of,the FB.C, �r . Materials , A. Skrugturat steel = ASTM A�72, Grade 50 or A.STM A992, A '`h r G, Ggnnoction bolts'- ASTM A325 for steel-to-steel.co ections and! .,STM A30y elsew o f ,Anchor bolts • A5TM A307 using ASTM M materlai. , E, lll/eldirig - E70 eleotrades in accorcl.ance with the pravtsians of AWS 01.1, F',: GQricrete - 1'15 pcf, 26 daystreclgth.of 30Q9 Rs1 except 4000 psi at walls aril 5000'p -i at X-thick roof G. Cgncreta Mespriry tJnlls (GMU) - ASTNt9t1, Type tI, f',; ^ 15,QO.pst H. Mortar - ASTM C27A.Type S ; I. Cellroui - ASTM G'176 with a minimumgmpresslve strength of 30Q.Q psi' J. E3asq'plate, grout -` Nonshririk, wilh',u 28 day strdrtgth Qf 7,00,0 psi Ka •RQ.infoecing �teei - ASTM A615,• Grade 60 ..L: - 1 V`etded wire, fabric (VVWt ) -;ASTM i$5 " M.: structural lumber - N6.-.� Southdrn:Pine, 144, MC: or b`etter-f6r2x_'14.nd 4&, lurntiei ' NFoof sheathing -/4,' ARA Rated.,heathing o;, Laminated Veneer' l: mber'(E -VL) Fb:; M0 psi; E=2,000,000 psi, F�= 86 fZst _ :. ` ., i a ,. 4.. Foundal~i'pna have been d.+rsigned for an alto cable E eactng ressure of = PSF.based on recommandattans ` ". .. , p ... . ont n d rt-lhe cols re Qrt re arl�d for this. wt13 b :The Raad.Tanna . n Ineertnf..ti .:g Winter Park, e 1 y l ! l s 0 .0. 9 p p.. p Y . ... �. , p ,.. Th' 'o` bet. a bu In h Il a dsnslfi..d the ` u h". aii io:u n " in ac Qrda ce'', with t e F or o.-, e s tl _ Qw th iId 0. pad s b e. 4 . ;; g . tl c n h. ...: re en t ns coma nsd wlthln the'r ort; All *. '!t re cation ,e a. anon Gom action and baGkfl(I" shall:, cQ m a l t Q xc . a a. Tl _ p P 9 co for o he recoirune. d`tons contalne rho rein. All.fggtlri "excava tons;ahail 6e Ine i3cted b'.a licensed soils enttineerorhla representative bofore concrete is placed. THIS gRAwINQ 18THE PROPERTY OF FREE) F. WARDEN ANP SHALL NOT qE REPROPKEO: IN WHOLE OR PART, rr &HALL NO T HE U�Ep ON OTHER PROJECTs�uv0SHALLUERSTURN�c,ur�zirREauesr' gHTAs.AD RED wARnE . NOTVALID UNLESS sldhED A 0 sEaw i n DRAWING iSWES - . Cortgrete;: lolasoniy and Reinfarc;ip .Steel 0 w A l t uil is . e. .r f A: All ongrete: work shall be d,Qrle ln,,arcordance . with 31$ . S andard. din de RW menu or r 0 ,, Relnforced.Concrele and AC 3Q1,•:•Speclficatton for,: S.truGtn[al O:,ncret� tgr �ultding� . Aii masgn"" wQilc` halt bo Mor e lrr aecg dance with. AQ1 530::-9 ASCE s-02, °s 'ecificatlons for; Mason" ! . a a I" 0 t ; .. ! x P; rY S ructures u Iess noted otherwise here ofin the drawtn t p_ 0 Y pFYy:. APPROVED B DRAWN BY: GJF ISSUE ATE DEC IPTI 1 E t D � S N' R 0 F :` /3Q/Q ,P>"RMf1' ,HIDCj1N5 I I I 1.. ane set of fglr concrete eylindeis;ahall be. made far eYery day in wtrich gQncrete-is.plaeed Art apprgved ;• I ' testing lab Shed perform pompra`sslon tests on wine cylinder at sQvar day .,a un two. other`s at 28 days ; with one cylinder held iri reserve for possible lateir testing. Test results shall be, fyrnlshed'tQ theArchitecf i .. . as they ecpme . available: ;low test results nia7(, ra.qulre correctl� 60tlon'•.'as determined ly the. Archit" Vt 'Agin 6 er.Test rePQrtsShall be made available at,the job's►ta.by thti gntraCtor , I I. C. Q.eformed reinforcing steel ,shall be lapped a mlmmum of 44 bar daary.gters iri concrete and 4$ bar diameters in rnasor ry; un1eas shown othp.Mise Qn the: drawings Ne weldln of'reinfvrcing k�ara will be` permitted: Provide reinforcing bars at cr rnef.5 td match hori�ontat wall re nforcing .with laps_ as.'dafined tt I herein. = " I I Q. Refer W,%ption 7.7.1 of ACi 310 for *0k,ed._ulearance bdtyreer�; onccete form$ and:reinforcing steal where clearances• are not caljed Qu[ on tI 'draatrings .Held all relnfarging at least three t,nches, off Soil.. • I I. F. ,All welded wire fabric (WINF) shall be located it the top half of thQ.olab. Fabric Sh;[It be supported off of the suit by means of steot ehal.rs .pr cancreta Mocks, ;£supports shaI ba,arranrjed and spaced; in sycji 4'. manne 'that the reInfomement.will not be' pelmarterctly displaGsd by construetign loads. I F. Gontroi and conStructlon joints shall be placed In concrete slabs an rac by: the contractor Cn locatwr►s: to be determined`, by„ hlrrl. Arena b,etweati.)pi,rtts ,shalI not � excp.q. 6pQ square i.0% with the: caltg of. Iong'tQ abort sides •not ,exCeedin0 1.51 doints.. shalt be; located along colifrin, lines whore practlCabte: •sawn coutrgl'joints Skull extend at least 114,the khtckness of the slab Cons�ructIonlolnts'sliali be keyatl. I I I i G.. Shoring for vault rgof concrate sholi not be ,rernoved until concrete has reached a compressive strength of at least 3000 psi: Jx 0. Structural Steel A. F,abripalioh • anr� erection of step gtural steel shall, he .in', aGeord,ance with the American Institute of Steel- C p-ptructiori "Manual of Steal tonstruciton", Ninth Edition B.• Ail bolted steel.tq-steel`connections-shall:be.•the Waring type and shall consist of Shear ta,4s using 3l8" 'Steet,pl'ates,fQr beam=tQ g4lunnn connections 00 standard framed beam conrieotions for5bpam to begin conn'ections:. Bolles shall be tI htartecl, .to 'a snug tight, cpndlLlgn Nurr> or gf, rows of belts 'shelf be; . , . s. .... �, maximum nest le witkiirr, the llrnit :gf; the 4earri depth tf► for, a poll s act "sif, 3 Inches: Alk kiotted connectloria p ._.. l� - P ,, . . t, P . . 0 .. , , shalt lac' assembled and Inspected .accgrdling to pp" if atlons, fog t441ctura[ Joints using ASTIVI A325 :or AS 4 1 ". structuc l . ' e e pints shall c. farm to. t. e ro 's.i: ns / 1.1 Str .t. 1. TM A 90 �o is Ail . . �, � fd. d_l inns ;. an , , : , .. �, .l? , yl _ib . of ,WS A uc,tlrp. ilteld'n the A eri "an Weldln Soclet ; Proof of Welder.Cerk'ftoatton shall. be available at the b' ! g ... by m e ,, 9 y. 4 jo site Burin times of in's ectiAn. ,, 9 p0 C.. All structural, steel members shall tie .cleaned of rust and mill s alein accordance the Steel Strtlgtures0 Fainting' CaunGil spacificat on SsPC-2. All steel shatl`receive a shop cgat of red oxide paI,nt car7forrninq tq: SSPC:Paint 13 except within, three inches of field welds. Field touch .up;all_ unpainted su faces along.+ ith abrasfafnb and other flawdd surfaces with a similar paint after erection. 7. Wood and Prefabricated Trusses A. Prefabricated roof trusses (including frarning', connections aril • other hardware: regeired at cgnneotiorts betweur; trusses)' shall. he designed. by a. Florlda state registered profasslanal erlgineer.for;a live load of 10 psf.applied to the top chord and.adead load,of 10 psf applieu::to.both the bottom chord and 15 p-f,applied to the top chord. In :addikn, all trusses shail,be designed for all applicable wind Ioads:spscified by the FSG. Subrrlit $tamped shop drawings for ,approval prior to fabricatipn.. Trusses shall be designed, fabricated and er_ec)ed in.accordattce with the applicable standards of the 'Tcuss'l'tate:tnstltu'te. During erection Cpmpiy wilh''Handling, installation and:Bracing ,Metal Plate GonneCted 1Ngvd.TrusesR published by TPI, Sk160 drawings Qncluoing latpmt bracing detalls);sha,ll oe avail 'Wee. Qn the jAb Site cltiringUm times of inspectlon and'shall bear clear indication that they have. been reviewed•arid 'approved`b tale project engipeer of record. 8 Roof sheathing over all area* shall tie plywood panels laid with i'l face grain perpendicular to the framing and staggered 4`4', Except where holed otlibi v_ 5e on`the draw►riOS 'all nailing shall he with .nd mails at V o.c.• at all supported edges of the plywood pan is•and at 12" o,q::elseWh6 ' <31 - 'I g at unsilpported edges is not required, �, 0, .o.. .0 . G. All wood bearing plates Shall, be of firess4re treated No: 2 Southern Ring gr Otter; roof, trusses shall be attached to•.the supporting framing, with Simpson ties,aridlor ancklors as shown on ttie drawipgs. ,; . - = DRAWING TITLE _ E. MiScollaneaus wood connectors shall ,be by the .Simpson Gorripa'ny Qf, Pteaspnton, CA. 'ROVIDE (2) NO. 4 ORIZ. 5ARS IN TOP F. Where Specific nail si4e is Galled far on the drawings, Gammon,nalls shall tie„used;GENERAL NOTF,,$ HO FULL GOUR5E5 AILS BELOW BEAM. PROVIDE •' STD. laO° HOOKS 0- %T END. F- WET PIPE SYSTEM TO ❑FFICE AREA. ALL PIPING SHALL BE LOCATED IN CLG SPACE DRY PIPE SYSTEM — TO ATTIC DRY SPRINKLERS FLOW SWITCH---�, I I , --- PRESSURE SWITCH 4' I 4' I ,—AIR COMPRESSOR 4' RELIABLE MODEL 'D' FXG WET PIPE VALVE w/TRIM KIT 4' RELIABLE MODEL 'D' FXG DRY PIPE VALVE w/TRIM KIT COMPLETE WITH AUT❑MATIC m _ 4"__<7AIR COMPRESSOR 4" GRV, BUTTERFLY VALVE 2" MAIN DRAIN-4` GRV, BUTTERFLY VALVE w/TAMPER SWITCH VALVE (TYP,) w/TAMPER SWITCH 40 IlTl TT,I 4r FDC CHECK VALVE V W BACKFL❑W PREVENTER FINISHED FLOOR FIRE PROTECTION RISER DETAIL N,T,S, FIRE PROTECTION GENERAL NOTES 1.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF UTILITIES IN FIELD. 2.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 4.) CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN SCHEDULES AND FITTINGS ACTUALLY INSTALLED. 5.) COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCES. 6.) ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES EXCEPT AS SPECIFICALLY NOTED, OR IN MECHANICAL ROOMS. 7.) PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON —ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 8.) CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 9.) PIPE ROUTING IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING OR ANY ADDTIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION AND S & Y VALVE CLEARANCES. CONTRACTOR TO VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND OBSTRUCTIONS OF ALL TRADES AND ROUTE PIPING TO AVOID INTERFERENCES. 6' ' FIRE MAIN UNDERGROUND FIRE PROTECTION DESIGN NOTES 1. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF NFPA 13 , 14 & LOCAL AUTHORITHIES. 2. DESIGN DENSITIES SHALL BE: .10/1500sq.ft. WITH 100gpm HOSE 3. ALL MATERIALS, FABRICATION AND INSTALLATION IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 13 APPROVED BY THE LOCAL AUTHORITIES. 4. FIRE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS BEFORE ANY FABRICATION AND INSTALLATION HAS BEGUN. 5. FIRE SPRINKLER CONTRACTOR SHALL ALSO COORDINATE WORK WITH OTHER TRADES THAT MAY COME INTO CONFLICT BEFORE ANY INSTALLATION. 6. SPRINKLER HEADS SHALL BE AS FOLLOWS: A. ALL AREAS — "RELIABLE MODEL G1 CONCEALED AUTOMATIC SPRINKLER". THREAD SIZE = 1/2", ORIFICE SIZE = NOMINAL 1/2", K—FACTOR OF 5.62, MINIMUM OPERATING PRESSURE OF 7.0 psi, TEMPERATURE OF 165', LISTED STANDARD RESPONSE SPRINKLER B. EXPOSED CEILING AREAS — "RELIABLE MODEL F1 UPRIGHT AND PENDENT AUTOMATIC SPRINKLERS" THREAD SIZE = 1/2", ORIFICE SIZE = NOMINAL 1/2", K—FACTOR OF 5.62, MINIMUM OPERATING PRESSURE OF 7.0 psi, -TEMPERATURE OF 155', LISTED STANDARD RESPONSE SPRINKLER. UPRIGHT SPRINKLERS TO BE BRASS. PENDENT SPRINKLERS TO BE CHROME 2—PIECE RECESSED ADJUSTABLE ESCUTCHEON. 7. ALL RISER AND CROSS MAIN PIPING TO BE SCHEDULE 10 BLACK THINWALL PIPE. ALL BRANCH LINE PIPING TO BE SCHEDULE 40 BLACK THREADABLE PIPE. 8. ALL FITTINGS FOR SCHEDULE 10 PIPE TO BE WELDED, FLANGED AND/OR GROOVED. ALL FITTINGS FOR SCHEDULE 40 PIPE TO BE THREADED AND/OR GROOVED. 9. ALL FIRE SPRINKLER COMPONENTS SHALL BE U.L. APPROVED. 10. ALL BULK AND CROSS MAIN PIPING SHALL HANG FROM TOP OF STRUCTURE. 11. ALL BRANCH LINE PIPING IS DIMENSIONED FROM CENTER TO CENTER. ALL BULK AND CROSS MAIN PIPING IS DIMENSIONED FROM CENTER TO CENTER 12. AN AUXILIARY DRAIN SHALL BE INSTALLED WHERE THE QUANTITY OF TRAPPED WATER IS GREATER THAN 5 GALLONS. THE DRAIN SHALL CONSIST OF A VALVE 3/4" OR LARGER. 13. SEE THE FIRE SPRINKLER SPECIFICATIONS FOR ALL OTHER INFORMATION. 14. ALL RECESSED AND CONCEALED SPRINKLERS IN ACOUSTICAL TILE CEILINGS SHALL BE CENTER OF TILE. IN GYPSUM BOARD CEILINGS, SPRINKLERS SHALL BE IN UNIFORM WITH OTHER DEVICES. ABBREVIATIONS LEGEND ABBREVIATION DESCRIPTION B/F BELOW FLOOR B/G BELOW GRADE B/S BELOW SLAB CW COLD WATER P.O. PLUGGED OUTLET V.O. VALVED OUTLET F FIRE WATER LINE FV FIRE VALVE SV SUPERVISED VALVE ( FIRE WATER LINES) GV GATE VALVE INS INSULATION PIPING LEGEND SYMBOL ABBREVIATION DESCRIPTION F F FIRE WATER LINE — FLOW DIRECTION U UNION —}I ---� — BREAK POINT FOR CONTINUING LINE —� — PIPE DOWN ®—®-- — W BELOW SLAB OR BELOW GROUND SYMBOLS LEGEND SYMBOL ABBREVIATION DESCRIPTION GV GATE SHUT OFF VALVE (BALL/ GATE) 0 FCV FLOOR CONTROL VALVE Sv SV SUPERVISED VALVE (FIRE WATER LINES) FDC FDC FIRE DEPARTMENT CONNECTION Q PENDENT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD Q SIDEWALL SPRINKLER HEAD DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 1 1/24/03 1 60% OWNER REVIEW D 1 3114/03 1 BANK LOAN PACKAGE E 1 6/12/03 1 FOR REVIEW F 6/30/03 1 FOR PERMIT AND BIDDING I I I I I DRAWING TITLE FIRE PROTECTION VOTES AND • SCHEDULES U) z 0 0 JOB NUMBER 0 u_ 0 W SHEET NUMBER U) F1.1 J W 0 In FIRE PROTECTION FLOOR PLAN SCALE: 1/8" = 1'-0" DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 1 5/30/03 FOR PERMIT AND BIDDING LLJ ® uj L) 0 O . ILL A um 00 L) O z o z-� U. oz O DRAWING TITLE FIRE PROTECTION FLOOR PLAN JOB NUMBER SHEET NUMBER 0 U z 0 0 Q_ 0 LL w w W D i AE I u SYMBOL AC-1 AC-2 AC-3 AC-4 SUPPLY CFM 1900 1900 1200 3750 INDOOR UNIT MIN. O.A. E.S.P. CFM IN. W.G. 40 1.6" 60 1.9" 140 2.1 " 120 2.4" MOTOR H.P. 1 HP 1.5 HP 3/4 HP 3.0 HP S"PhLIT SYSTEM AIR COOLING DATA TOTAL SENSIBLE COIL DATA MINH MBH EWT GPM 0 P # OF 57.50 55.00 45 15.5 8' 6 56.00 53.50 45 15.5 8' 6 33.80 27.80 45 9.0 10 4 110.00 90.00 45 35 15' 6 UNITS ELECTRIC HEAT EAT °F CONTROL KW ROWS DB WB VALVE 80 67 THREE WAY 3.0 KW 80 67 THREE WAY 3.0 KW 80 67 TWO WAY 6.0 KW EOF6 TWO WAY 6.0 KW FILTER 2" PLEATED 2" PLEATED 2" PLEATED 2" PLEATED TRANE TRANE TRANE TRANE MODEL #BCHB0542G #BCHB0542G #BCHB0362G #BCHB0902G SIZE SIZE SIZE SIZE 54 54 36 90 REMARKS REFER TO REFER TO REFER TO REFER TO NOTES: NOTES: NOTES: NOTES: 1, 2, 1, 2, 1, 2, 1, 2, 4 4 3 3 & & & & 5 5 4 4 61.00 49.00 45 15.5 8' 6 80 67 THREE WAY 8.0 KW 2" 2" 2" 2" PLEATED PLEATED PLEATED PLEATED TRANS #BCHBO542G SIZE 54 REFER TO NOTES: 1, 2, 4 & 5 AC-5 2000 280 2.3 1.5 HP TRANE #BCHB0542G SIZE 54 REFER TO NOTES: 1, 2, 4 & 5 40.60 39.80 45 13.5 7' 6 80 67 THREE WAY 2.0 KW AC-6 1600 20 2.1 " 1 HP TRANE #BCHB0542G SIZE 54 REFER TO NOTES: 1, 2, 4 & 5 66.20 48.70 45 15.5 8' 6 80 67 THREE WAY 9.0 KW AC-7 2200 .380 2.2" 1.5 HP TRANE #BCHB0542G SIZE 54 REFER TO NOTES: 1, 2, 3 & 4 57.30 48.40 45 15.5 8' 6 80 67 TWO WAY 6.0 KW AC-8 2000 220 2.2" 1.5 HP 2" PLEATED TRANE WBCHB0242G SIZE 24 REFER TO NOTES: 1, 2, 4 & 5 25.70 20.60 45 6 8' 4 80 67 THREE WAY 4.0 KW AC-9 900 120 2.1 " 3/4 HP 2" PLEATED TRANE #BCHB0542G SIZE 54 REFER TO NOTES: 1, 2, 3 & 4 53.80 51.40 45 15 7.5' 6 80 67 TWO WAY 3.0 KW AC-10 1800 60 2.1', 1.5 HP 1. THIS CONTRACTOR SHALL ORDER RIGHT OR LEFT ACCESS FOR AC UNIT SERVICE AS REQUIRED, RELATIVE IU HINAL FOLD VLNIFlUAIIUN. 2. THE AMP DRAW FOR THE UNITS ARE BASED ON THE VOLTAGE OF 460/3/60. COORDINATE ELECTRICAL WITH THE ELECTRICAL ENGINEER PRIOR TO ORDERING EQUIPMENT. 3. PROVIDE WITH MANUFACTURERS MODULATING TWO-WAY CHILLED WATER CONTROL VALVE. REFER TO THE CHILLED WATER PIPING SCHEMATIC ON DRAWING M3.1 AND THE SPECIFICATIONS FOR ADDITIONAL COIL PIPING ACCESSORY REQUIREMENTS. 4. SUPPORT WITH MANUFACTURERS VIBRATION ISOLATION SUPPORT ASSEMBLY. INSTALL AND RECOMMENDED BY MANUFACTURER RELATIVE TO THIS SPECIFIC PROJECT CONSTRAINTS. 5. PROVIDE WITH MANUFACTURERS MODULATING THREE-WAY CHILLED WATER CONTROL VALVE. REFER TO THE CHILLED WATER PIPING SCHEMATIC ON DRAWING M3.1 AND THE SPECIFICATIONS FOR ADDITIONAL COIL PIPING ACCESSORY REQUIREMENTS. 6. THIS CONTRACTOR SHALL FIELD VERIFY ELECTRIC HEAT CONTOL BOX POSITION IN FIELD PRIOR TO ORDERING. IN LIEU OF CHILLER AND CHILLED WATER COIL REFER TO THE SPECIFICATIONS FOR ALTERNATE #1 BID REQUIREMENTS. T'�lIC rn�iTRA�TnR �HAt I PRwln� AN AI TFRNATF #1 BID PRICE PROVIDING INDIVIDUAL CONDENSING UNITS AND DX COILS AIR DISTR"IBUTIu"lkm'n uuL MARK TYPE OBD F I N I S H MODEL. REMARKS SAD LOUVER FACED SUPPLY NOTE 1 WHITE TITUS MODEL TMS NOTE 1,2,3 & 5 LSAR LNEAR SUPPLY AIR REGISTER NOTE 1 WHITE TITUS MODEL T-SLOT-IN 48 3 NOTE 2,3 & 5 RAR EGG CRATE RETURN AIR REGISTER NOTE 4 WHITE TITUS MODEL 50E-NT NOTE 2,3 & 5 LRAR LINEAR RETURN AIR REGISTER NOTE 4 WHITE TITUS MODEL TBR-80 48 3 1.5 NOTE 2,3 & 5 EAR EGG CRATE REGISTER NOTE 4 WHITE TITUS MODEL 50E-NT NOTE 2,3,4 & 5 RAG RET. SIDEWAL I GRILLE - WHITE TITUS MODEL 350ZRL NOTE 5 SAR SUPPLY SIDEWALL REGISTER YES WHITE TITUS MODEL 301 FL NOTE 5 EAG EXHAUST SIDEWALL GRILLE YES WHITE TITUS MODEL 350ZRL NOTE 5 HCDL HIGH CAPACITY DRM LOUVER YES WHITE TITUS MODEL DL NOTE 5 1. PROVIDE A RADIAL OPPOSED BLADE DAMPER. 2. ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE PROVIDED WITH FRAME STYLE TO MATCH TYPE OF CEILING WHERE SHOWN TO BE INSTALLED. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC CEILING TYPES. 3. ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHT FIXTURE LAYOUT. 4. PROVIDE OPPOSED BLADE DAMPERS INTEGRAL TO REGISTER USED FOR EXHAUST. 5. REFER TO THE DRAWINGS FOR THE SPECIFIC SIZE OF GRILLES AND REGISTERS FANS MARK SERVICE TYPE CFM ESP MAX RPM ELECT. DATA DRIVE MAX SONES CONTROLLER MODEL REMARKS EF-1 RESTROOMS CENTRIFUGAL 250 .625" .5 1780 121/4 60 HIP BELT 12 MANUAL COOK MODEL ACE-B-70C3B - 1850 4H60 120 /1 / BELT 11.2 MANUAL COOK MODEL ACE-B-60C3B - EF-2 DARK ROOM CENTRIFUGAL 190 1800 120/� 60 HIP BELT 11.5 MANUAL COOK MODEL ACE-B-80C3B - EF-3 RESTROOMS CENTRIFUGAL 565 .625" 1. PROVIDE WITH THE MANUFACTURERS RECOMMENDED ROOF CURB ASSEMBLY AS REQUIRED FOR THIS SPECIFIC ROOF TYPE. 2. PROVIDE WITH THE MANUFACTURERS BACKDRAFT DAMPER PROVIDED WITH FAN ASSEMBLY. 3. PROVIDE SWITCH TO OPERATE FAN EF-2. LEGEND AIQ COOLED CHILLEQ SCHEDULE NOMINAL PUMP VOLTAGE N.P.D. AIME3. ,� COMPRESSOR CONDENSER MAX FUSS MIN CKT REMARKSMARK COOLING G.P.M. HP DATA EY\I.T. L.01.T, (FTA2O) T( FOP' DATA FANS AMPS AMPS ( TONS ) CH-1 7.5 20 2.0 460/3/60 -- 60°F N/A 60 130 N/A 460/3/60 54 44°F 8.7' CH-2 100-F 1 79 LRA 14.0 RLA 2 FANS 3/4HP 3.4 RLA 1007 14 @ 25.4 RLA EA. 16 FANS @ 1.8 FLA EA 40 1 26 125 1 120 1. THIS CONTRACTOR SHALL PROVIDE CONCRETE PAD (EXTENDING 6" BEYOND UNITS EDGE ALL SIDES, MIN.) 2. PROVIDE CH-1 WITH MANUFACTURERS "DUAL LEAD/LAG PUMP, AND HOT GAS BY-PASS". 3. PROVIDE CHILLERS WITH MANUFACTURERS INDEPENDANT CONTROL_ PANEL WITH INTERFACE CAPABILTY (ON/OFF/STATUS/ALARM) WITH TRANE TRAKER PANEL. 4. THIS CONTRACTOR SHALL PROVIDE AN ALTERNATE #1 BID PRICE PROVIDING INDIVIDUAL CONDENSING UNITS AND DX COILS IN LIEU OF CHILLER AND CHILLED WATER COIL 5. CH-1 SHALL BE PROVIDED BY OWNER TO BE SET AND INSTALLED BY THIS CONTRACTOR. PUMP SCHEDULE G.P.M. TOTAL PUMP MOTOR VOLTAGE REMARKS MARK TYPE SERVICE HEAD(FT) HP RPM DATA ARTIC CHILL #MACHPH0075S4 TRANE #CG34C604ABA1ADFHP REFER TO THE SPECIFICATIONS. SUPPLY AIR DIFFUSER: FURNISH SAD It INSTALL AS INDICATED ON PLAN. A LOUVERED FACE CEILING SUPPLY AIR DIFFUSER OF STEEL CONET. H/O.B.D. AND FOUR HAY DEFLECTION CONES SHALL BE ONE-PIECE CONST.- NO MITERED JOINTS SHALL BE ACCEPTABLE. TL� RETURN AIR REGISTER: FURNISH AND RAR INSTALL AS INDICATED ON THE DRAWINGS AN ALUMINUM SQUARE PATTERN CEILING RETURN PANEL H 1/2"X 1/2"X 1/2" FABRICATED ALUMINUM SQUARES IN A FIXED CORE FRAME SHALL BE 24"X24" OR 12"X12" AS NOTED ON DRAWINGS. EXHAUST AIR REGISTER: FURNISH AND EAR INSTALL AS INDICATED ON THE DRAWINGS AN ALUMINUM SQUARE PATTERN CEILING EXHAUST PANEL H 1/2"X 1/2"X 1/2" FABRICATED ALUMINUM SQUARES IN A FIXED CORE FRAMES SHALL BE 24"X24" OR 12"X12" AS NOTED ON DRAWINGS. H/O.B.D. LSAR LINEAR SUPPLY AIR REGISTER: FURNISH AND INSTALL AS INDICATED ON THE DRHGS AN EXTRUDED ALUMINUM (w/BAKED ENAMEL FINISH) 3 SLOT REGISTER w/.5" SLOT WIDTH, ADJUSTABLE CENTERED BLADES (FOR VERTICAL THROH) AND WITH STEEL CLIPS. LRAR LINEAR RETURN AIR REGISTER: FURNISH AND INSTALL AS INDICATED ON THE DHGS AN EXTRUDED ALUMINUM ( H / BAKED ENAMEL FINISH) 3 SLOT REGISTER w/ I" SLOT HIDTH, AND HITH STEEL CLIPS. REGISTER SHALL BE PROVIDED H/0 BLADES. �. EXHAUST AIR GRILLE- FURNISH AND INSTALL AS INDICATED ON THE EAG DRAWINGS AN EXTRUDED ALUMINUM WITH FRONT HORIZONTAL DEFLECTING VANES IN A REMOVABLE -REVERSIBLE CORE AND OPPOSED BLADE DAMPER. OT THERMOSTAT. 10 FIRE DAMPER. -� MANUAL BALANCING DAMPER. -- DUCTWORK TO BE INSTALLED IN TH IS CONTRACT. NOTE 1) ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE SUPPLIED WITH FRAME STYLE TO MATCH TYPE OF CEILING WHERE SHOWN TO BE INSTALLED. REFER TO THE ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 2) ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHT FIXTURE LAYOUT. 3) THE COLOR OF ALL AIR DISTRIBUTION SHALL BE AS DIRECTED BY, THE OWNER/THE ARCHITECT, )ANIEL CHANG, AIA 130 KINGSTON CT., SUITE E IARIETTA, GEORGIA 30067 '701644,9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED WHOLE OR PART. IT SHALL NOT BE USED ON OTHER ROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 FOR REVIEW F 16/30/03 I FOR PERMIT AND BIDDING DRAWING TITLE NOTES 1 SCHEDULES JOB NUMBER SHEET NUMBER z O U) z O O LL Q w J w M 1, REFER TO THE IN -LINE PUMP SCHEMATIC ON DRWG M3.2. INSTALL_, PROVIDE ACCESSORIES AS RECOMMENDED BY THE PUMP MANUFACTURER KEYNOTES: O THIS CONTRACTOR SHALL PROVIDE A "GROAN" MODEL P83001 TWO SPEED DUCTED MECHANICAL FLOOR PLAN RANGE HOOD AT APPROXIMATELY THIS POSITION. COORDINATE EXACT PLACEMENT SCALE: 1 / 8 u = 1' — 0 u IN FIELD WITH G.G. PRIOR TO STARTING ANY WORK RELATED TO THIS HOOD. HOOP TO HAVE ROCKER TYPE FAN AND LIGHT SWITCHES, WASHAI�L.E ALUMINUM FILTER AND 13E WHITE IN COLOR. FAN TO I f— I2O/I/GO AND DRAW 4.5 AMPS AT 2795 RPM. UNIT TO I5E DUCTED TO Id' RAIN CAP ON ROOF. CONSTRUCT HOOP EXHAUST DUCT PER LOCAL CODE RE6ZUIRMENT6. HOOD TO DISCHARGE 3506FM AT Go.O SONES. 0 PROVIDE AND INSTALL A WALL MOUNTED ELECTRIC HEATER "EWH—I" AT APPROXIMATELY THIS POSITION. WH-1 EWH—I TO 13E A MARKEL SERIES 3450, 5000 WATTS, VOLTS AND INTEGRAL_ FACTORY MOUNTED TSTAT. INSTALL PER MANUFACTUFERS AND LOCAL CODE HAVING d-RISDICTIONS REQUIREMENTS. 0 PROVIDE ANP INSTALL TRANS TRACER CONTROL PANEL AT APPROXIMATELY THIS POSITION. TRANE TRACER CONTROLS SHALL CONTROL AC UNITS, PIMPS ANP CHILLER OPERATIONS. REFER TO THE SPECIFICATIONS FOR COMPLETE CONTROL RELVIREMENTS. ® COORDINATE ALL DUCTWORK IN CEILING WITH ALL TRADES PRIOR TO FAt5RI6ATIN0 ANY PORTION. SPECIAL CARE SHALL f5E RE.GZUIREP IN VAULT ANP SIMULATORS SUITES. PROVIDE EXHAUST DUCT UP FROM FILM PROCESSOR. CONNECT TO PROCESSOR AS DIRECTED 15Y MANU=ACTUZER. CONSTRUCT ENTIRE FILM EXHAUST SYSTEM OF STAINLESS STEEL. f5ALANCE EXHAUST LEO SERVING PROCESSOR FOR 70 CFM. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644,9200 tel [770] 644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B 12/11/02 SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12J03 I FOR REVIEW F 1 5/30103 I FOR PERMIT AND BIDDING I I I I I I I I I I I I LLJ L U LLJ JLL n O z n U) DRAWING TITLE MECHANICAL FLOOR PLAN JOB NUMBER SHEET NUMBER M2ml z O I= z O U ry O w w w w Ci-= KEYNOTES: O THIS CONTRACTOR SHALL PROVIDE A TRANE TRADER Sl JMMIT CONTROL PANEL AT APPROXIMATELY THIS POSITION. COORDINATE CONTROL POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO PIPPING THIS WORK. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. OZ 2"" (WS AND (WR TO A(-4. REFER TO THE CHILLED WATER COIL PIPING SCHEMATIC ON DRWG M.I AND THE SPECIFICATIONS FOR COMPLETE CONSTRUCTION REQUIREMENTS. 0 I I/A" GWS ANP GWOSPEGIFUNIT. PIPINe SCHEMATIC ON DRWG M.I AND THE IGATIONS FOR COMPLETE GONSTRUGTION REQUIREMENTS ® PROVIDE A MOTORIZED DAMPER INTERLOCKED TO OPEN JUST PRIOR TO ANY A( UNIT STARTING. REFER TO SPECIFICATIONS ANP COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO 15IDPINO ANY WORK RELATED TO THIS PROJECT. O PROVIDE A (HEmi(AL POT FEELER AND WATER FILL CONNECTION AT APPROXIMATELY THIS POSITION. REFER TO THE "AIR DOLLED (HILLER(CH 2) PIPING SCHEMATIC!' ON PRWG M3.2 AND .SPECIFICATIONS FOR SPE61FIG PIPING ACCESSORIES AND GONTRUGTION REQUIREMENTS. ® COORDINATE EXACT ROUTING OF HYDRONI( PIPING INTO ANP OUT OF VAULT ROOM WITH O.C. PRIOR TO f5IDDING ANY PORTION OF THIS WORK. THIS CONTRACTOR SHALL PROVIDE AN "AR(HGRILLE" MODEL ##AG20 (13 FRAME TYPE) INTAKE GRILLE. SIZE TO i�E. W'x4d'. PROVIDE WITH FACTORY INSTALLED NRPSGREEN. e"IT COLOR (HART FOR ARCHITECT TO APPROVE DOLOR/FINISH. PROVIDE 2" DEEP PLENLu Af5OVE GRILLE FOR CONNECTION OF OUTSIDE AIR DUCT. AT TION. MECHANICAL PIPING FLOOR PLAN SCALD 1/8" = 1'-0" ® HIS CONTRACTOR SHALL PROVIDE AN "AR5,f1GRI1-1.E" MODEL ##AG20 05 FRAME TYPE) I� PROVIDE A SHEET METAL GAP ON THIS IOxIO OSA PUGT AT POSITION APPROXIMATELY AS OZ GHR, Gt15 AND 1/2" GA LINE. UP IN VAULT PIT. PROVIDE "PEX--CDUARP" INTAKE GRILLE. SIZE TO j�E Zd xhd . PROVIDE WITH FACTORY INSTALLED NRDS(� . LOCATED FOR FUTURE CONNECTION TO AG-3 AND AG-10. TERMINATOR ON (HR AND CHS PIPE AND ISOLATION VALVES ON ALL PIPES. 6L MIT (GL.OR (HART FOR ARCHITECT TO APPROVE COLOR/FINISH. PROVIDE 15 PROVIDE TERMINATION OF GRILLED WATER PIPING FOR LINEAR ACCELERATOR UP APPROXIMATELY PLENUM Af5OVE GRILLE FOR GONNEGTION OF OUTSIDE AIR DUCT. AT THIS POSITION. COORDINATE EXACT TERMINATION POINT WITH G.G. PRIOR TO PIPPING THIS O PROVIDE A IV W xl2" H RUSKIN MODEL ##ELF/(375X AT APPROXIMATELY THIS POSITION. W� COORDINATE EXACT POSTION IN FIELD WITH G.G. PRIOR TO STARTING ANY WORK IC, PROVIDE I" CONTROL CONDUIT IN TRENCH WITH CHILLED WATER PIPE FROM CHILLER RELATING TO SETTING THIS LOUVER. SUf5MITT COLOR CHART TO ARCHITECT FOR FINAL TO CITY WATER SWITCH OVER CONTROL PANEL IN VALL.T(f5OTH PH I ANP PH III VALLTS). COLOR/FINISH APPROVAL. PROVIDE LOWER WITH MANUFACTURERS INSTALLED PIRD I7 PROVIDE AN AIR COMPRESSOR AT THIS POSITION. SIZE, ACCESSORIES, AND CAPACITY EQUAL SCREEN. PROVIDE �O' DEEP PLENUM 15EHIND LOWER. TO A GRAINGER MODEL# P"L , VERTICAL TYPE WITH AUTO DRAIN ANP ALL NEGGE52ARY FITTINGS PROVIDE A IS"W x I H BUSKIN MODEL # ELFG375X AT APPROXIMATELY THIS POSITION. ANP ACCESSORIES AS REGOMMENPED f5Y THE MANUFACTURER FOR COMPLETE SAFE OPERATION COORDINATE EXACT P05TION IN FIELD WITH GC. PRIOR TO STARTING ANY WORK Ig PROVIDE 3/4COMPRESSED AIR LINE UP WALL TO CEILING. PROVIDE FILTER PRYER IN RISE RELATING TO SETTING THIS LOUVER. SUBMIT DOLOR CHART TO ARGHITE(T FOR FINAL ON WALL AS REQUIRED f5Y THE LINEAR ACCELERATOR MANUFACTURERS RECOMMENDATIONS. Ca-OR/FINISH APPROVAL. PROVIDE LOUVER WITH MANUFACTURERS INSTALLED BIRD 19 1/2" LINE DOWN IN CORNER OF CLOSET. PROVIDE 2" FLEXII�LE CONDUIT FOR COMPRESSED AIR SCREEN. PROVIDE 6' PEEP PLENUM f5EHIND LOUVER. LINE OVER TO VAULT PIT. SEAL BOTH ENDS OF CONDUIT AFTER INSTALLATION. II PROVIDE A RELIEF GRAVITY DAMPER IN RELIEF DUCT AT APPROXIMATELY THIS POSITION. (HR, CHS FROM 6HILLER(GH-1) TO CITY WATER SWITCH OVER PANEL, AND GHR ANP GHS FROM GRAVITY PAMPER TO OPEN UPON STATIC, PRESSURE DIFFERENTIAL OF .15' (ADJUSTAftE). PANEL TO ACCELERATOR PIT. PROVIDE "PEX-GUARD TERMINATOR ON PIPE AS PER THE PIPE I2 REFER TO THE "AIR COOLED CHILLER (GH 2) PIPING SGHEMATIG ON DRAWING M3.2 MANUFACTURERS RECOMMENDATIONS. COORDINATE EXACT TEMINATIONS POSITIONS WITH G.G. IN FOR ADDITIONAL PIPING/A(,GESSORY REQUIREMENTS. FIELD PRIOR TO STARTING ANY PORTION OF THIS RELATED WORK. STRUT A WEATHER PROOF SHROUD OVER THE 13 HIS GONTRAGTOR SHALL PRovIDE/DON CHILLED WATER LOOP PUMPS P-1 AND P-2. D, 21,' MP [77 i IN \ PF 4NIEL CHANG, AIA 10 KINGSTON CT., SUITE E RIETTA, GEORGIA 30067 0] 644,9200 tel [770] 644,9202 fax THIS DRAINING IS THE PROPERTY OF E DESIGN INC. AND SHALL NOT BE REPRODUCED MOLE OR PART. IT SHALL NOT BE USED ON OTHER DJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14103 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING DRAWING TITLE MECHANICAL PIPING FLOORPLAN �. U z O fy- JOB NUMBER O 0 SHEET NUMBER i 0 MANUAL AIR VENT 0 Gll UNI❑N TYP. THERMOMETER —� WITH WELL—TYP, THREE—WAY CHILLED WATER CONTROL VALVE WITH FULL SIZE BY—PASS. PR❑VIDE BALL VALVE AND UNI❑N IN BY—PASS B & G CIRCUIT SETTER /y IF TWO WAY VALVE IS SCHEDULED THEN NO BY—PASS LINE SHALL BE CONSTRUCTED. ,1.BALL VALVE WITH EXTENDED HANDLES TO CLEAR THE PIPE INSULATI❑N (TYP,) STRAINER WITH HOSE — END BL❑WDOWN, CHILLED WATER COIL PIPING SCHEMATIC NO SCALE �-T \1L I t I .. tivv vv EOUIPMENT PAD DETAIL. SCALENO PROVIDE ROUND TO OV TRANSITION AS REQUIR LAY —IN CEILING LINEAR NO SCALE :PENDENTLY SORT DIFFUSER :GRAL PLENUM H 1/2" INTERNAL NG PATTERN DEFLECTOR _�,. , —„ TEE * SIDE TEE FURNISHED BY CEILING SUPPLIER (TYPICAL) SLOT DIFFUSER DETAIL TRUNK DUCT AIR FLOW AIR EXTRACTOR INSULATION WHERE SPECIFIED VOLUME CONTROL DAMPER TYPICAL NO SCALE Alf FLC I DENTICAI DUCT SIZ SPIN —IN FITTING BRANCH DUCT MAXIMUM UNSUPPORTED VANE LENGTH = 36 . NSTALL VANES IN SECTIONS OR USE 1/4" TIE RODS TO —IMIT UNBRACED VANE LENGTH SINGLE THICKNESS TURNING VANES WITH TURNING VANES, NO SCALE ®- AIR FLOW 16 GAUGE SHEET METAL SLEEVE (NOT REQUIRED IN SOLID WALL) PROVIDE 1/2" MIN. * 1" MAX. CLEARANC r 1/2" PIPE OR DUCT FIRBERGLASS BATT INSULATION COMPRESSED 50% — NOTE: DUCT/PIPE MUST "FLOAT" IN OPENING AND NOT HAVE CONTACT WITH PARTITION SEAL BOTH SIDES AIRTIGHT CLOSED CELL POLYURETHANE BACKING ROD SCALEDUCT/PIPE THRI_ NONmRATED PARTITION NO INSULATED FLEXIBLE JACKET DUCT I— I L,,,N—v,N FITTING/ SHEET METAL SCREW (IN BOTTOM OF FITTING) TIE WRAP DUCT TAPE FLEX TO DUCT CONNECTION DTLm NO SCALE AIR FLOW L=N/4 (4" MIN.) BRANCH BALANCING DAMPER — MINIMUM OF I DUCT DIA. FROM MAIN DUCT RECT. SUPPLY/RETURN. EXHAUST BRANCH. NO SCALE DANIEL CHANG, AIA 2130 KINGSTON CT,, SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING V ® w Oj .JLL O p oz L) O Z W DRAWING TITLE MECHANICAL DETAILS JOB NUMBER SHEET NUMBER MOM I O U D U) z O C) w LLI LL LL LLI w 0 ALL EXTERIOR WATER PIPING SHALL BE PROTECTED WITH ELECTRIC HEAT TAPE UNDER THE INSULATION AND AN ALUMINUM JACKET OVER THE INSULATION. ALL JOINTS AND LONGITUDINAL SEAMS IN THE ALUMINUM JACKETING SHALL BE SEALED WITH WEATHERPROOF SEALANT. ALSO INSULATE AND PROTECT CHILLER LOOP PUMP. CHECK VALVE — BUTTERFLY VALVE — PRESSURE GAUGE — THERMOMETER —� CHILLER CH — 2 PUMP P-1—� P-2 (BEHIND) AIQ COOLED CNILLEQ(CI-I-2) PIPING SCHEMATIC NO SCALE VIBRATION I SOLAT I c BY MANUFACTURER (TYPICAL) OUTSIDE AIR MAIN RETURN I AIR MAIN FIELD FABRICATED RETURN AIR ---- PLENUM. CONSTRUCT AS PER THE MANUFACTURERS RECOMMENDATIONS. MIN. PLENUM DEPTH 18" , CHILLED WATER COIL REFER TO DETAIL —\ I ONTAL A I R LING UNIT SECONDARY DRAIN PAN — WITH ALARM/SHUT DOWN ACTUATOR. 3' 3" 3" STRAINER 3" 3" BLDG EXTERIOR WALL 3" BALL VAVLE V V VI-iGIVIIVHL. POT FEEDER L_j 20 GALLON A.S.M.E. BLADDER TYPE EXPANSION TANK MC SF BALL VAVLE PUMP P-2 I CHECK VAVLE 3" 3" I CHECK VAVLE I UNION 3" 4 STRAINER 3 I11 PUMP P-1 UNION STRAINER 3" CWR UNDERGROUND FROM BUILDING. 1 IN -LINE PUMP PIPING SCHEMATIC NO SCALE COORDINATE EXACT CONNECT TO STRUCTURE WITH G.C. PRIOR TO STARTING ANY WORK RELATED TO THIS PROJECT. SUPPLY AIR MAIN CONDENSATE TRAP 1 1/.4" COND. DRAIN TO HUB DRAIN. TRAP AS REQUIRED. COORDINATE EXACT TERMINATION POINT WITH PLUMBING CONTRACTOR AND ARCHITECT PRIOR TO BID. CHILLER CH — I 3" CWR TO CH-2 GRADE PROVIDE TEMPERATURE —� SENSOR AT THIS POSITION 3" AIR SEPERATOR WITH AUTOMATIC AIR VENT. TO/FROM AC UNITS PIPE TO FLOOR DRAIN I, 3" I" RPZ BFP BY PLUMBING CONT. MAKE—UP WATER PRESURE REDUCING STATION. PIPE RELIEF VALVE TO FLOOR DRAIN (AS REQUIRED). CONNECT I" MAKE—UP TO LINE PROVIDED BY PLUMBING. PROVIDE )UNT ON WALL IN UNION AND CUTOFF AT CONNECTION. RINKLER ROOM. WALL LINE SEE FLOOR PLAN PROVIDE WEATHERPROOF PROTECTIVE COATING ON ALL EXTERIOR EXPOSED REFRIGERANT SUCTION INSULATION. FILTER DRIER LIQUID LINE SIGHT GLASS WITH T PROTECTIVE COVER. SIZE REF. LINES IN ACCORDANCE WITH THE MFR'S RECOMMENDATIONS NDENSING UNIT 4" CONC. PAD AT CONDENSER (TYP) \-- PROVIDE SLEEVES AND SEAL TO MAKE WEATHERTIGHT. REF. LINES TO RISE UP IN FURRING —COORDINATE WITH THE ARCHITECT. CONDENSOQ UNIT SCHEMATIC (ALT #1) NO SCALE LINEAR ACCELERATOR CONCRETE VAULT Fi—.izi STRAINER PUMP INTEGRAL TO CHILLER CH-1 1/2" — REFE AC UNIT DETAIL Alfa COOLED CNILLEQ(CI-I-I) PIPING SCI-IEMATIC PIPE NO SCALE NO SCALE DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644,9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 ( BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING uj Imml uj V U. n V n L® oz 0 DRAWING TITLE MECHANICAL DETAILS JOB NUMBER SHEET NUMBER mm3.2 z 0 U f— U) z O U w 0 u- w U) Q w J W ; ; ; AE A- 1.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF UTILITIES IN FIELD. 2.) PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 4.) CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 5.) COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCES. 6.) INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH BATTERY OF FIXTURES. ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. REFER TO PLUMBING SPECIALTIES SCHEDULE. 7.) ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 8.) INSULATE DOMESTIC HOT, COLD WATER LINES WITH 1" FIBERGLASS. 9.) ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES EXCEPT AS SPECIFICALLY NOTED, OR IN MECHANICAL ROOMS. 10.) PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 11.) REFER ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 12.) CONTRACTOR SHALL FURNISH AND INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 13.) NO PIPING SHALL BE RUN THROUGH OR ABOVE ELECTRICAL ROOMS. 14.) PROVIDE CLEANOUTS FOR SANITARY PIPING SYSTEMS IN ACCORDANCE WITH LOCAL BUILDING CODES. 15.) CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 16.) IN ADDITION TO CLEANOUTS INDICATED ON PLANS, CLEANOUTS SHALL BE LOCATED AND INSTALLED IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES HAVING JURISDICTION. 17.) PIPE ROUTING IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING OR ANY ADDTIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION AND CLEARANCES. CONTRACTOR TO VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND OBSTRUCTIONS OF ALL TRADES AND ROUTE PIPING TO AVOID INTERFERENCES. 18.) COLD AND HOT WATER PIPING SHALL BE TYPE 1" HARD COPPER. 19.) THE CONTRACTOR SHALL PROVIDE ONLY NON-COMBUSTIBLE PIPING IN RATED ASSEMBLIES AND CHASES. 20.) ALL FLOOR DRAINS SHALL HAVE TRAP PRIMER CONNECTIONS AND SHALL BE SUPPLIED FROM AUTOMATIC TRAP PRIMERS CONNECTED TO THE NEAREST SINK. RUN 1/4" SOFT COPPER TUBING FROM TRAP PRIMERS T FLOOR DRAIN TRAP PRIMER CONNECTION. TRAP PRIMERS SHALL BE EQUAL T ZURN "SANI-GUARD" MODEL Z-1022. 21.) ALL HANDICAP FIXTURES SHALL BE MOUNTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 22.) ALL UNDER GROUND SANITARY LINES SHALL SLOPE 1/4" PER FOOT PIPING 2 1/2" OR LESS AND 1/8" PER FOOT FOR PIPING 3" TO 6". 23.) ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAY AND VIBRATION THE ENTIRE LENGTH. 24.) ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR , OR CEILING PENETRATIONS. 25.) DRAIN, WASTE, AND VENT PIPING LOCATED IN FIRE RATED WALL ASSEMBLIES AND RETURN AIR PLENUMS SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB OR BELL AND SPIGOT FITTINGS. 26.) PROVIDE CLEANOUTS EVERY 50 FEET (Y PIPING OR LESS) AND EVERY 80 FEET (4" PIPING OR MORE), AT CHANGES IN DIRECTION, AT BASE OF DOWNSPOUTS, AND AT BASE OF SOIL AND WASTE STACKS PUMP SCHEDULE ELECTRICDATA MARK LOCATION TYPE GPH HEAD (FT) BASIS OF DESIGN REMARKS RCP-1 LAUNDRY ROOM HOT WATER 11 /1 /60 P 10.8 6.0 GRUNDFOS MODEL -9UP15-10B7 - - - RECIRCULATIONTr 1. PROVIDE AND INSTALL PUMP AS RECOMMENDED BY THE PUMP MANUFACTURER FOR COMPLETE SAFE OPERATION OF THIS PUMP TO ACHIEVE THE REQUIREMENTS OF THIS DESIGN. ELECTRIC, WATER HEATER SCHEDULE ELECTRIC GPH NOMINAL MARK LOCATION TYPE DATA (100°F TEMP. RISE) STORAGE BASIS OF DESIGN REMARKS WH -1 LAUNDRY ROOM TANK TYPE 15 KW /3/60 460 61 50 A.O. SMITH MODELfDSE-50 - - - 1. PROVIDE AND INSTALL WATER HEATER AS RECOMMENDED BY THE WATER HEATER MANUFACTURER FOR COMPLETE SAFE OPERATION OF THIS WH TO ACHIEVE THE REQUIREMENTS OF THIS DESIGN. 2. PROVIDE WITH MINIMUM 4" HIGH HOUSEKEEPING PAD. 3. REFER TO THE ELECTRIC WATER HEATER DETAIL ON DRWG P3.2 FOR SPECIFIC INSTALLATION/ACCESSORIES REQUIREMENTS. SYMBOLS & ABBREVIATIONS SYMBOL ABBREVIATION DESCRIPTION SAN SOIL OR WASTE PIPE BELOW SLAB SAN SOIL OR WASTE PIPE ABOVE CLG. -- V VENT PIPE - --- CW COLD WATER PIPE - - HW HOT WATER PIPE ----- =x� FD FLOOR DRAIN ----- ��® FS FLOOR SINK FC0 FLOOR CLEANOUT X�JI HD HUB DRAIN O COTG CLEANOUT TO GRADE GV GATE VALVE CKV CHECK VALVE STR STRAINER (I U UNION CONNECT TO EXISTING AFF ABOVE FINISH FLOOR A/C ABOVE CEILING (BF) BARRIER FREE B/S BELOW FLOOR SLAB B/G BELOW GRADE P PLUMBING FIXTURE VTR VENT THRU ROOF QWHA WATER HAMMER ARRESTER 1yp_lL(_)l0R 1L)"A I SC E U LE MARK BODY GRATE OR STRAINER MANUFACTURER OR APPROVED EQUIVALENT FD CAST IRON 6" NICKEL BRONZE ROUND, 1/2 TRAP PRIMER CONNECTION J.R. SMITH #2005L-A-6NB-PO50 WADE W-1100-STD6-1 ZURN ZN-415-6B-P FLOOR DRAIN NOTES 1. FURNISH ALL FLOOR DRAINS & HUB DRAINS WITH 4" DEEP WATER SEAL 'P' TRAPS. 2. FURNISH ALL FLOOR DRAINS & HUB DRAINS WITH TRAP SAME SIZE AS BRANCH LINE. 3. PROVIDE ALL FLOOR DRAINS WITH WIDE ANCHOR FLANGE AND CLAMPING DEVICE. ATTACH FLOOR DRAINS TO MEMBRANE IN FLOOR. WHEN FLOOR DRAINS ARE LOCATED IN NON -MEMBRANE FLOORS, THEY SHALL BE FLASHED IN COMPLIANCE WITH SPECIFICATIONS 4. TRAP PRIMER: J.R. SMITH #2699; WADE #W-240OS; ZURN #Z-1022 5. ALL FLOOR DRAINS EXCEPT THE SHOWER DRAIN SHALL BE PROVIDED WITH A TRAP PRIMER. 6, THE FLOOR DRAIN BODY SERVING THE FILM PROCESSOR SHALL BE CONSTRUCTED OF BRONZE FOR CORROSIVE RESISTANCE CLEANOUT NOTES PROVIDE J.R. SMITH, 1. FINISHED FLOORS: WADE, OR ZURN MODELS LISTED: 2. FINISHED FLOORS, HEAVY DUTY: 3. CERAMIC & TERRAZZO AREAS: 4. LINE CLEANOUTS: 5. STACK CLEANOUTS: 6. UNFINISHED OR OUTSIDE AREAS: PLUMBING FIXTURE SCHEDULE MARK FIXT R SOIL WASTE VENT H.W. C.W. MANUFACTURER, OR APPROVED EQUIVALENT PROVIDE A "CHICAGO" WASHER WALL WASHER WALL COONECTION BOX. BOX TO AGCOMODATE P-1 CONNECTION 4" ----- I/2" I/2" DRAIN, HP4 AND CH CONNECTION. INSTALL IN ACCORDANCE WITH BOX STATE * LOCAL REQUIREMENTS. KOHLER "HIGHLINE" MODEL #K-3544 P-2 WATERCLOSET SEAT TO BE A KOHLER #K-4653. KOHLER HANDICAP 411 2" 1/21' #K-7637 ANGLE SUPPLY WITH STOP INSTALL IN ACCORDANCE WITH A.D.A., STATE * LOCAL REQUIREMENTS. KOHLER #5016-ER WALL HUNG WITH SLOAN ROYAL #186-IYB FLUSH P-3 URINAL 211 21' 3/4" VALVE It JOSAM SERIES CHAIR CARRIER. HANDICAP INSTALL IN ACCORDANCE WITH A.D.A., STATE * LOCAL REQUIREMENTS. KOHLER #K-21g6-IN "PENNINGTON" WITH #K-15815-K/K-15850-4N LAVATORY FAUCET, #K-7605-P ANGLE SUPPLY #K-8gg8 ADJUSTABLE P-TRAP P 4 LAVATORY 1 1/4" 1 1/2" 1/2" 1/211 #8872 17 GA. G.P. BRASS 'P' TRAP PROVIDE TRUEBRO #102 INSULATION KIT WITH ACCESSORY #105. AMER. STD. #4867.024 'REGALYN' WITH CHICAGO #404A-317 LAVATORY FAUCET, McGUIRE #155WC G.P. OFFSET OPEN GRID DRAIN It 17 GA. TAILPIECE, WALL HUNG #8872 17 GA. C.P. BRASS 'P' TRAP t LAVATORY 1 1/4" 1 1/211 1/2" 1/211 WALL BEND, #H2165LK C.P. SUPPLIES W/ P-5 HANDICAP LOOSE KEY STOPS, AND ZURN SERIES CONCEALED ARM CHAIR CARRIER. PROVIDE TRUEBRO #102 INSULATION KIT WITH ACCESSORY #105. INSTALL IN ACCORDANCE WITH A.D.A., STATE LOCAL REQUIREMENTS FIAT #MSB 2424 WITH #630-AA FAUCET, P-6 MOP SINK 3" 2" 1/2" 1/2" #832-AA HOSE * BRACKET, * #88g-CC-2411 MOP HANGER WALL HUNG ELKAY MODEL #EBFATL-8 WITH McGUIRE P-7 BI-LEVEL 1 1/4" 1 1/2„ 1/211 #8872 17 GA C.P. BRASS 'P' TRAP * WALL E.D.F. BEND, #H2165LK C.P. SUPPLY WITH LOOSE HANDICAP KEY STOP, AND JOSAM CHAIR CARRIER COUNTERTOP JUST SB-1215-A-GR, JUST #JGN-750 P-8 S.S. SINGLE 1 1/211 1 1/211 1/2" 1/2" FAUCET, JUST #J-15-FS DRAIN, BASIN SINK McGUIRE #8g12 17 GA. C.P. P TRAP WALL BEND, AND #H2165LK G.P. SUPPLIES WITH LOOSE KEY STOPS NOTES: I. WHERE COLOR/FINISH OPTIONS ARE AVAILABLE FOR FIXTURES, SELECTIONS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. 2, VERIFY SINK DIMENSIONS WITH ARCHITECT RE : MILLWORK. 3. FIXTURES FOR USE BY THE HANDICAPPED: A. INSTALL IN ACCORDANCE WITH A.D.A., STATE, AND LOCAL REQUIREMENTS. B. THE FORCE REQUIRED TO ACTIVATE FLUSH VALVES SHALL BE 5 LBS MAXIMUM. C. FLUSH ACTIVATOR SHALL BE LOCATED ON WIDE SIDE OF THE STALL. D. THE FAUCET CONTROLS AND THE OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING AN OPERATING FORCE EXCEEDING 5 LBS, OR TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 4. WHERE AIR GAP IS NOT FURNISHED WITH EQUIPMENT, PROVIDE WATTS SERIES 7 DUAL CHECK VALVE BACKFLOW PREVENTER IN SUPPLY LINE. 5. HANDICAPPED FIXTURES: INSULATION OF PIPES UNDER HANDICAPPED LAVATORIES AND SINK: INSULATE ANGLE STOP ASSEMBLIES AND DRAIN LINES WITH FOAM INSERT COVERED WITH A 1/8" MINIMUM ABRASIVE RESISTANT EXTERIOR COVER WITH FASTENERS LOCATED OUT OF SIGHT, BROCAR TRAP WRAP KIT 50OR AND 500HS, OR EQUIVALENT. 6. THE SINKS SERVING THE BREAK AND COFFEE AREA SHALL BE PROVIDED WITH AN ADDITIONAL HOLE FOR MOUNTING AN ADDITIONAL FAUCET(LEVER TYPE). AS INDICATED ON THE DRWGS THIS ADDITIONAL FAUCET SHALL BE CONNECTED TO THE CARTRIDGE FILTER MOUNTED UNDER THEIR SPECIFIC COUNTER. SINKS SERVING THESE AREA SHALL HAVE 4 HOLES AND THE ADDITIONAL FAUCET SHALL BE AN AMERICAN STANDARD MODEL #2021.60OX WITH POISHED CHROME FINISH. J.R. SMITH #4033L, WADE W-6000-1, ZURN #ZN-1400 J.R. SMITH #4113L, WADE W-6000-1, ZURN #ZN-1400-HD J.R. SMITH #4193L, WADE W-6000-U-1, ZURN #ZN-1400-Z J.R. SMITH #4472T, WADE W-8470-R, ZURN #ZS-1468 J.R. SMITH #4532S, WADE W-8460-R, ZURN #Z-1446 J.R. SMITH #4239L, WADE W-6000-Z, ZURN #Z-1400-HD INSTALL COTG IN 24" x 24" x 4" HIGH CONRETE PAD. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 60% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 1 5/30103 I FOR PERMIT AND BIDDING DRAWING TITLE JOB NUMBER SHEET NUMBER z O Z) z O U 0_ O LL 0 U) w W /'E AE 0 FUTURE CHILLER ! --- l ELECT. RM F-11 F-9 RADIO P�HAF F-7 OFFICE F-5 RECEPTION F-2 PE C 1 /2"D 3/4" II 2' PREP. ROOM F-6 3/4" H/CW— CA PED FOR RE TOILET E F-4 r-if CT/SIMULATOR 149 I (TYP.) I ❑ J XIMATRON P — g 148 I I I I :PI-8 3/4" °J CONTROL. RM 144 PHYSICIST v.B. 147 TREAT. PLAN r_1 143 � � 1 3 4" W HW WH-1 WAFTING Eil HALL 1 1 /2'� W — 552 2 RCP-1 I w p L� ELECT. RM = PLn 1 --- Z 146 o U 1 /2" H/CW DN. 5 P-2 3/4"DN ° v. °1'a DN P-3 STOR.CAB. ° MEN r-OTR( L / ET 108 n .4.v a � 8 v v J m P-8 I v ° v n 0 -`� Q I W z °. a o j 1 /2" DN ° M ° ❑ 23EX VAULT M ❑ 135 CLOSET ° ° v P-8 v HALL / - �i a �FICE-IR 139 CONTROL RM 3 /4" 134 HALL DARK RM 132 CONSULTING 138 _ HALL V.B. 105 r 1 1 4" / 137 2 1 2" / L WR t H WR=' 3 4" 1 /2 T IIFf P— 2 MOLD 141 TOILET FORAGE/CONTROL 133 P- 140 136 P P-2 P — 8 31STORAGE 130 JAN/MAIN `N— PHASE THREE " C WOMEN 107 —11/2 FILES 106 —3 /4" RECEPTION 103 I�II� 0 ❑ 'off WAITING 102 HALL 109 C H 4,1 /2„ 1" P—rJ TOILET CH. RM 2 124 OFFICEI SUB -WAIT 123 122 BREAK RM 129 L 1 2"H/CW DN. CH. RM #1 HALL 125 126 BILLING 104 HALL �11 ❑ 127 ❑ c CO F. LOU GE DR'S OFFICE DR'S OFFICE 128 ❑❑ 11191 Ill7 COURTYARD TIITf 118 PLUMBING(DOMESTIC WATER) FLOOR PLAN SCALE: 1/8" = 1'-0" KEYNOTES: 0 REFER TO THE IN -LINE PUMP PIPING SCHEMATIC ON DRAWING P3.2 FOR SPECIFIC ACCESSORIES AND PIPING REQUIREMENTS. (,CONNECT I" WATER FILL LINE AT APPROXIMATELY THIS POSITION. PROVIDE VALVED LINE FOR MECHANICAL CONTRACTOR TO CONNECT TOO. COORDINATE P051TION OF CONNECTION WITH MECHANICAL IN FEILD PRIOR TO STARTING ANY WORK RELATED TO THIS SYSTEM. 0 COORDINATE EXACT ROUTING OF CW, Ilk WASTE AND VENT LINES INTO AND OUT OF VAULT WITH G.C. PRIOR TO j5lPPING THIS PROJECT. ® THIS CONTRACTOR SHALL VERIFY CITY WATER PRESSURE ANP PROVIDE PRV AS REQUIRED. COORDINATE EXACT POSITION OF PRV IN FIELD WITH GL. IF REQUIRED. 0 I/2" CW TO NFHP AT THIS POSITION. REFER TO THE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. ® PROVIDE 1/2' LINE DOWN TO SIAMESE HOSE PIPP AT APPROXIMATELY THIS POSITION FOR USE WITH FILM PROCESSOR. 60OPPINATE EXACT POSITION IN FIELD WITH GL. PRIOR TO ROL&iING IN. 2 1 /2" NURSE ST. 110 3 /4" RM j 1 /2" GV TORAGE CV EXAM. #4 116 1114 P-R - �I 3/ EXAM. #1 111 P—R EXAM. #2 112 EXAM. #3 113 `BFP ASSEMBLY AS REQUIRED BY LOCAL CODE BODY HAVING JURISDICTION. EXACT POSITION TO BE COORDINATED WITH G.C. AND CIVIL PRIOR TO BIDDING THIS PROJECT. 2 1 /2" RISER UP TO CLG. 2 1 /2" WATER LINE —� TO CITY MAIN COORD. EXACT CONNECTION IN FIELD W/ CIVIL 0 PROVIDE I" FU_L SIZE fFP AS REQUIRED 13Y LOCAL GORE 15OPY HAVING JURISDICTION. PROVIDE DRAIN FROM f5FP DOWN TO V' HL35 DRAIN. HL95 DRAIN TO HAVE A V MINIMUM LIP ADP. ® I" CW UP TO CITY WATER SWITCh OVER CONTROL. PANEL. SWITCH OVER PANEL TO �E PROVIDED tY OWNER TO I�E SET AND INSTALLED 15Y THIS CONTRACTOR. THIS CONTRACTOR SHALL PROVIDE ALL DEVICES, ACCESSORIES, ETC AS'REgJIREP FOR COMPLETE SAFE OPERATION OF SWITCH OVER AS RECOMMENPED 13Y MANUFACTUI;�ER. THIS CONTRACTOR SHALL PROVIDE A 1/2" LINE WITH SHUT OFF VALVE FOR COFFEE MAKER. THIS CONTRACTOR SHALL PROVIDE A CARTRIDGE TYPE FILTER ON THE WATER INLET LINE. FILTER SHALL ff SET TO ALLOW FOR PERIODIC REMOVAL OF CARTRIDGE FILTERS. PLACE CARTRIDGE TYPE WATER FILTERS AT THIS PLUMPING FIXTURE OR WATER DISCHARGE POINT. COORDINATE SPECIFIC WATER FILTER PROVIDED WITH GL. FOR APPROVAL THIS CONTRACTOR SHALL PROVIDE h SETS OF REPLA6EMENT FILTER CARTRIDGES AT MILDING OCCUPANCY TU:�NOVEJR. THE FILTER CARTRIDGE SHALL f5EE CONNECTED TO AN ADDITIONAL FAUCET(LEVER TYPE) SERVING THIS SINK ASSEMBLY. COORDINATE THE NEED OF AN ADDITIONAL HOLE FOR THE FILTEREP FAUCET SERVING THIS SINK PRIOR TO ORDERING THIS SINK f5A6IN. PROVIDE ALL ACCESSORIES AS REQUIRED FOR THIS COMPLETE FILTERED WATER AND FAUCET. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B I12/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 1 3/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 16/30/03 I FOR PERMIT AND BIDDING I I I I I I I � I I I I I I I I I I JOB NUMBER SHEET NUMBER z O U U) z O 0Y O LL U) w J LLI E DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax PLUMBING (SANITARY WASTE) FLOOR PLAN SCALEI 1/8" = 1'-0" 6" SANITARY WASTE LINE COORD. EXACT POSITION FOR CONNECTION IN FIELD W/ CIVIL KEYNOTES: O THIS CONTRACTOR SMALL COORDINATE ROUTING OF VENT AND WASTE LINES INTO ANP OUT OF THE VAULT WITH THE G.C. PRIOR TO 15IPPING ANY WORK RELATED TO THIS PROJECT. PROVIDE V' " DRAIN AT THIS POSITION. PROVIDE WITH 2' LIP I UNNEL EXTENTION AFF. COORDINATE EXACT POSITION OF " DRAIN IN FIELD WITH G.G. PRIOR TO STARTING THIS WORK INSTALL HUB DRAIN AS PER LOCAL COPE DOPY HAVING JURISDICTIONS REQUIREMENTS. 0 PROVIDE V VENT UP IN CEILING SPACE TO Fu L SIZE AIR ADMITANCE VALVE. INSTALL AS PER LOCAL CODE REQUIREMENTS. THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 1 3/14/03 ( BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 FOR PERMIT AND BIDDING UJ V® Lu ~ UJ 00 Oj 1 UL O (.)® O® LL ® z >- 0 0 ® z j o n O LU Z DRAWING TITLE PLUMBING SANITARY WASTE FLOOR PLAN JOB NUMBER SHEET NUMBER ■ 2 ji ............. z O U U) z O U 0� O LL LLI W J LLl w 4 M a a /E 0 0 PLUMBING CONDENSATE DRAIN PLAN SCALD 1/8' = 1'-0" KEYNOTES: ID THIS CONTRACTOR SI-fAI-I- PROVIDE COMPLETE GON�ENSATE DRAIN LINE TO NEAREST FLOOR PRAIN IN L ALNDRY ROOM. COORDINATE, EXACT ROUTING OF LINE IN FIELD PRIOR TO FABRICATING ANY PORTION OF THIS WORK. .LOPE AS PER AND INSTALL AS PER LOCAL DOPE REWREMENTS. PROVIDE V CONDENSATE PRAIN LINE DOWN TO f=LOOR DRAIN AND TU;?N DOWN LEAVING AIR GAP. THIS CONTRACTOR SHALL PROVIDE COMPLETE 11/A" CONDENSATE PRAIN LINE TO NEAREST TAIL PIPE OF DRAIN OFF OF Sl%.. COORDINATE EXACT ROUTING OF LINE IN FIELD PRIOR TO FABRICATING ANY PORTION OF THIS WORK. SLOPE AS PER AND INSTALL AS PER LOCAL CODE REGZU FEMENTS. ® THIS CONTRACTOR SMALL PROVIDE COMPLETE I I/2" CONpENSATE. DRAIN LINE TO NEAREST TAIL PIPE OF DRAIN OFF OF SINK.. COORDINATE EXACT ROUTING OF LINE IN FIELD PRIOR TO FAf5RICATING ANY PORTION OF THIS WORK. SLOPE AS PER AND INSTALL AS PER LOCAL CODE REL�UIREMENTS. REFER TO SINK PIPING DETAIL ON DRAWING P32(TYP). D) 213 MAI [771 A IN V� PR( WEL CHANG, AIA 3 KINGSTON CT., SUITE E ZIETTA, GEORGIA 30067 I] 644.9200 tel [770] 644.9202 fax THIS DRAINING IS THE PROPERTY OF DESIGN INC. AND SHALL NOT BE REPRODUCED HOLE OR PART. IT SHALL NOT BE USED ON OTHER )JECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 160% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 15/12/03 I FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING DRAWING TITLE PLUMBING CONDENSATE DRAIN PLAN 0 U U) 0 U JOB NUMBER I o w cn SHEET NUMBER Q w J w P2.23 A NFHB 1 /2"CW 3/4" HW/CW VALVED --- AND CAPPED FOR FUTURE CONNECTION. CONNECTION POINT TO MECHANICAL CHILLED WATER LOOP 3/4" HW/CW VALVED AND CAPPED FOR FUTURE CONNECTION. \ C� PROVIDE HUB AND 1 1/2"H DRAIN LINE FULL 1 /2" SIZE TO DRAIN. 1 /2" P-1 P-6 NFHB 1 /2" P-5 P-2 3 4" \ / 1 /2" H WR 3/4"HW & CW P-2 P-5 P-5 P-2 1 /2" 1" CW TO CITY--- WATER SWITCH OVER PANEL. PROVIDE HUB AN DRAIN LINE FULL SIZE TO DRAIN. ti P-8 3/4"HW P-7 1 /2"H WR�%� WATER SUPPLY ISOMETRIC NOT TO SCALE 3/4"HW 3/4" 2 1 /2" 1 /2"(TYP. ) P-2 /-1 /2"(TYP.) NFHB FCO E--' )TE INTO i. C. \ 4" FD 2„ -5 FD 2"V 3"VTR P-2 4" 2" 2"V V P-8T SANITARY - ISOMETRIC NOT TO SCALE PROVIDE FULL SIZE PRESSURE REDUCING VALVE AND ISOLATION VALVE IN CW PIPE. PROVIDE ACCESS PANEL AS REQUIRED FOR FULL OPERATION AND SERVICE OF VALVES AND/ ACCESSORIES AS REQUIRED FOR COMPLETE CODE COMPLIANCE. 2 1 /2" PROVIDE FULL SIZE BACK FLOW PREVENTER ABOVE GROUND AT LEVEL AND WITH ALL r-1 ACCESSORIES AS REQUIRED BY LOCAL CODE BFP BODY HAVING JURISDICTION. COORDINATE EXACT POSITION WITH G.C. AND CIVIL CONTRACTOR PRIOR TO BIDDING THIS PROJECT. % CONNECT TO CIVIL. FIELD / CORDINATE EXACT POSITION. 2" 2-'VTR JIB 2"V COORDINATE EXACT ROUTE OF PIPING OUT OF VAULT w/G.C. TO SITE SANITARY 2"(TYP.) DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644,9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE I DATE DESCRIPTION A 110/17/02 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 1 1/24/03 1 60% OWNER REVIEW D 1 3/14/03 1 BANK LOAN PACKAGE E 5/12103 1 FOR REVIEW F 1 5130/03 1 FOR PERMIT AND BIDDING I I I I I I uj Z u� L® >� Z w L) 00 ®j LL ® V® ZW 00 U. ® Z Q O v) >0. 0 v O Z j ., z-� LLJ Z DRAWING TITLE PLUMBING ISOMETRIC RISERS JOB NUMBER SHEET NUMBER P3ml mil FL Z O U D ry 1- U) Z O U O LL w U) w J LLl 0'_ AE ON INSULATED PIPING, PROVIDE U.L. LISTED 3M FIRE SEALING SYSTEM — CAULK BOTH ENDS WITH 3M BRAND FIRE BARRIER CAULK. GOLD HATEF EXPANSION TANK HATTS- DET-10 HATER HEATEF DRAIN VALVE H 1 TH HOSE EN 0 WALL OR FLOOR STEEL SLEEVE - REFER TO THE SPECIFICATIONS. PACK VOID BETNEEN THE INSULATION COVERING AND THE SLEEVE WITH SAFING INSULATION. INSULATION COVERING, CONTINUOUS THRU THE PENETRATION. PIPE NOTE: 1. PROVIDE SLEEVES AT ALL PARTITION PENETRATIONS, WHETHER OR NOT THE PARTITION IS RATED. 2. EXTEND SLEEVES THRU FLOORS 2" ABOVE THE FLOOR. PIPE PENETRATION DETAIL NTS SINK PIPING DETAIL Nrs M/"D I 1/2" H f CH TIGHT TO NALL BEHIND COUNTER THERMOMETER DOMESTIC HOT WATER HOT HATER — UNION (TYPICAL) RATED �RATURE SSURE F VALVE -OFF LINE FULL SIZE DRAIN IED FLOOR ELECTRIC WATER HEATER DETAIL NTS DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: MBT DRAWN BY: MB ISSUE DATE DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 11/24/03 60% OWNER REVIEW D 13/14/03 I BANK LOAN PACKAGE E 5/12/03 FOR REVIEW F 15/30/03 I FOR PERMIT AND BIDDING uj F UJ ® >w w W 0 C9 O O.j =1 ILL O -% (.)o Zw O® >.. ('D 0 O z J o .. 0 V z LjL Ocj) O uj LL Q DRAWING TITLE PLUMBING DETAILS NOTES AND SCHEDULES JOB NUMBER SHEET NUMBER P3w2 z 0 U U) z 0 U O LL. 0 a w J LLI w 0 a e e AE /-- RISER POLE POLE HANDHOLE BOND GROUND FROM CONDUIT TO POLE 1#6 COPPER GROUND� 0 I 04 N 0 I �O 3/4" X 8'-0" COPPERWELD GROUND ROD I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I � I.__T__ 24" { ANCHORBOLTS AND TEMPLATE FURNISHED WITH POLE 1" CHAMFER ALL AROUND CONDUIT 3000 P.S.I. CONCRETE BASE WITH 6 #4 BARS VERTICAL SPACE AT 60 DEGREE WITH #2 TIES 12" O.C. 14" DIAMETER � M�RK MP1'NTED FIXTURE NO SCALE SITE NOTES 1. ALL CONDUIT FOR ELECTRICAL SERVICE SHALL BE INSTALLED PER UTILITY STANDARDS AND SHALL HAVE MINIMUM 42" COVER. CONTRACTOR SHALL BE RESPONSIBLE FOR FILING WITH UTILITY AND INSTALLING PER UTILITY INSTRUCTIONS. DIVISION 16 SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED PAD MOUNTED TRANSFORMER, CONCRETE PAD, METERING, GROUNDING, ETC. 2, CONTRACTOR SHALL INSTALL ALL TELEPHONE CONDUIT PER TELEPHONE COMPANY STANDARDS. CONTACT PHONE COMPANY BEFORE ANY WORK BEGINS AND COORDINATE WITH PHONE COMPANY. 3. RUN CIRCUITS OL-2,4,5,6 THRU LIGHTING CONTACTOR. 4. PROVIDE ALL ASSOCIATED FIRE ALARM WIRING FOR POST INDICATOR VALVE. 5. PROVIDE SWITCH FOR CIRCUIT OL-2 LOCATED AT FRONT DESK. SITE LEGEND s WP WP i"s, is , -€ % ' UP ELECTRICAL UNDERGROUND PRIMARY 1 f, 3 f } , ------ ------ US ELECTRICAL UNDERGROUND SECONDARY f f ' I f - � T 3 TELEPHONE CONDUIT f 3 3 ••••.. / f 3 3 3 f ----------------- f 3 ' UNDERGROUND WIRE/CONDUIT 3 3 3 3 f £ „' /..,�.,,, � E---------------- CONDUIT STUB UP s I I 11 �I -0 POLE MOUNTED FIXTURE f 1,,,; ,,,,• It BOLLARD FIXTURE i f i is 1 J i i TELEPHONE CONDUIT — 4 PVC i1 PI POST INDICATOR VALVE „Ss ; sf ,,.. , ;:3 :.,, i ``...............::.... 11 f WALL MOUNTED FIXTURE ELECTRICAL SITE PLAN SCALE: 1" = 20'-0" DANIEL CHANG, AIA 2130 I(INGSTON CT., SUITE E MAMMA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING 18 THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRI H T AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 10/17N2 1 SCHEMATIC DESIGN B 112/11/02 1 SCHEMATIC DESIGN C 101/2 M 180% OWNER REVIEW D #14/031 BANK LOAN PACKAGE E IO6H2/03 I FOR REVIEW F 1051WW I FOR PERMfT AND BIDDING DRAWING TITLE I z L_O ILI. v/ Z O 0 w O w 0 w co I-- O Z AE LI GH I TN G PLAN E 2 SCALE: 1 /8" = 1'-0" LIGHTING NOTES 1. ALL FIXTURES MARK "A" UNLESS OTHERWISE NOTED. 2. RUNS CIRCUITS OL-1,3 THRU LIGHTING CONTACTOR. DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING W THE PROPERTY OF AE DESIGN INC. AND SHALL Mn BE REPRODUCED IN WHOLE OR PART. TT SHALL NOT BE USED ON OTHER PROJECTS AND SHALLSE RETURNED UPON REQUEST COPYRMW AS DATED AE DESIGN, INC. NOT VAUD UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B I12/11/02 I SCHEMATIC DESIGN C I01124103 160% OWNER REVIEW D I03/14103 I BRINK LOAN PACKAGE E I0&12103 I FOR REVIEW F JO&M100 I FOR PERMIT AND BIDDING I I I I I I I DRAWING TITLE LIGHTING PLAN z 0 U z O U JOB NUMBER 0 w SHEET NUMBER w E2 O z ........... CH-1 CH-1 26FLA 480V/30 #8 MSB-7, 9,11 CH-2 HEAT TAF LA-36 CH-2 000 WP 120FLA 48OV/30 LA-26 00 0 zo >f'.... 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Yf i 5 ' s f f f ,22 24 _; 6.2FLA 4iD�I30 .1 £.../.., .,./,. � ;,,,. •� „ ,F .. <. .,.,. _ _ 3 , „ j a f, 5 f , ;f f , .f 5' / s s !� S / £ , f , 5 , 1 ' rMI f ;,., _ } s i I •" . , , • ii r f s f 3 £ q 'f ' ti CA v00I „f...,.,, 53 •, ,ff .,,,,,,,,, 1 5 , � 5-5 I «. D O - " ' , „ "", 5 5 S � 5 5� LA-44 "l:< f I ' " � LAB f` , 12FLA 480V/30 LA- ,.. ,.,,,,,,,...,,,,.,..,..,,,,,.., 0 M , / f II I ff -; `: 10 H # LA-4 #10 0 9.8FLA 480V/3td , 5 , S Z, i W -1 ` f„-..,,, -3 34 3Js`, H , £ ': f " 3 �I, 5 ,', DL ,,,, ,,, :' HA-14,16,18 Hq;;£n / 21.2,3 5 ff "N > 2. : 5 j; 5, MILD l A-6 8 „ r• , , % f i , , t y 5 , , ✓[f,f„f f,frf ,. /f ,f. ,ir' ,i. I's /'3., t SEE NO l I , f TE 4 d s/ r' , £ fff , ,,,,,,,,,,,,,,, , , s , ., / r s r 3 f/ £ 3 s 1 „ L . f / A s D f,r 4 , „t•5 ii Sl;i C / i f / 5 ..,, N � ' sf3. ' EFH3 £ f f , £ ,...... ,.,.,,,., f .:£,�:,>,[„ ., .. , f 5 �,:-.., DL f £ .":' S £ r. , ,., f°6<;�. , ....,. ; 5 , 5 5 5 A-23 5 .. r LA-38 5 , ,1 5 f f ss: s L 1 Q t5 #7 «...,. 5 / r ' ,... 5 iflf /, f 5Ir f 1: i.,., „ LA-3 ff , f , 1 5 5 f ..,,. % s...,,/�,,,,..,,....,,! f £ £ £ £ f', •s, 5 £ sz , i , , 1 ;;;;;;;;;,,....., ,£ ; s •..-!44 s ! " 3J;;5 s ' ' f n £t 5 ,,,,X.. ' , s 5 , , „ 3 , , ,, 3 f s , f tf /" fs f s , f'� "s, s,t , f, r'' 1 t, s ..,fff,. .,,f„.. .. 5.., .., ......r.... ... ........ .„f.. ff... ,f,f f,. ,., ,,,....< [. rr,,,,,,.......,, 3:,rf, ,,,,,,........., .......... .., S . .,.,.,,.., ....,. ,/ ,,. ,.-. /. ,,..., SEEN N?TE 7--/ f?% ' lt'l f" f> , si 3 3 „ f' LA41 f 1 POWER PLAN E 3 SCALE: 1 /8" = 1'-O" 01 ., 3 £> j,........ .... .. 6.2FLA 4BOV 34 y , f 0 -25,27 IR CABLE TV ;O� CABLE TV UK f { KEYNOTES 01 NURSE CALL CONTROL PANEL, CORNELL SERIES #4000. ANNUNCIATOR MODULE #A-4003. DIVISION 16 SHALL PROVIDE BACKBOX TO ALLOW FOR INSTALLATION OF CONTROL PANEL. NURSE CALL POWER SUPPLY SHALL BE CORNELL MODEL #P-5241. MOUNT TRANSFORMER ABOVE CEILING, EXTEND LOAD SIDE OF POWER WIRING FROM TRANSFORMER DOWN TO NURSE CALL CONTROL PANEL. PROVIDE PULL STATION AND DOME LIGHT FOR ALL TOILETS. Q2 PAGING/INTERCOM PANEL, AIPHONE #LEF-3C, SEE SPECIFICATION 16XXX. Q PUSH BUTTON FOR ELECTRIC DOOR OPERATOR AT FRONT DOOR. LA HA-2,4 AC-6 } f 48OV/30,' 1 ,l. , ... ,.,...... .,.. ,...,.....,...... °o £j ....................... 7, 3 ' ? +44£ +44 f „ f POWER NOTES 1. ELECTRIC DOOR OPENER, OPERATED BY PUSH BUTTONS ON EACH SIDE OF DOOR. 2. PROVIDE 120V POWER FOR ALL MOTORIZED LOUVERS, DAMPERS, AND HVAC CONTROL PANELS. 3. PROVIDE 120V POWER AND ASSOCIATED ELECTRICAL FOR HEAT TAPE ASSOCIATED WITH CH-2. 4. PROVIDE 120V POWER AND ASSOCIATED ELECTRICAL FOR LANDSCAPE SPRINKLER CONTROLS. VERIFY EXACT LOCATION BEFORE ROUGH -IN. 5. COORDINATE EXACT LOCATION OF ALL WALL OUTLETS WITH MILLWORK BEFORE ROUGH -IN. 6. PROVIDE (6) 1" CONDUITS FROM COMMUNICATION ROOM #145 TO TREATMENT ROOM #143. ALL (6) CONDUITS SHALL TERMINATE IN A 8"x8"x4" JUNCTION BOX AT EACH END. 7. PROVIDE AND INSTALL CONDUITS FOR FUTURE AS FOLLOWS: A. 1-3" CONDUIT FROM "MSB" TO CHASE IN STORGE ROOM #136. B. 3-4" CONDUITS FROM CHASE IN STORGE ROOM #136, STUB OUT THRU WALL BELOW GRADE APPROX. 36". CAP AND WATERPROOF/SEAL CONDUIT ENDS AS REQUIRED. C. 1-3" AND 2-1" CONDUITS FROM "MSB" TO FUTURE CHILLER LOCATION, CAP AND WATERPROOF AS REQUIRED. 8. PROVIDE 6#12 IN 3/4"C. FROM CHILLERS C-1/CH-2 TO LOCATION NEXT TO "MSB" FOR CHILLER ALARM WIRING. DANIEL CHANG, AIA 2130 IQNGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] W.9200 tel [7701 W.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGN AND SEALED. W z Lu 0 0 O Z mi O `Q w z O Lu z DRAWING TITLE z O p U z O U )B NUMBER O w 0 w -IEET NUMBER co J w E 3 r`- O z 1 b 3 3 SIGNAL SCHEDULE C.F.C.I. - CONTRACTOR FURNISHED, CONTRACTOR INSTALLED ITEM, O.F.C.I. - OWNER FURNISHED, CONTRACTOR INSTALLED ITEM. SYM ITEM MOUNTING OUTLET TYPE REMARKS MD IN -ROOM MONITOR 96" A.F.F. 4 SQ. BOX WITH SINGLE GANG RING, RECESSED IN WALL IN -ROOM MONITOR AND ASSOCIATED CABLE TO BE O.F.C.I. CCTV CAMERA 96" A.F.F. 4" SQ. BOX WrrH SINGLE GANG RING, RECESSED IN WALL CCTV CAMERA AND ASSOCIATED CABLE TO BE O.F.C.I. ❑I INTERCOM 60" A.F.F. SINGLE GANG BOX, RECESSED IN WALL INTERCOM SYSTEM AND ASSOCIATED CABLE TO BE O.F.C.I. OSAFETY DOOR INTERLOCK SWITCH 80' A.F.F. SINGLE GANG BOX, TOP OF DOOR SAFETY DOOR INTERLOCK SWITCH AND WIRING TO BE C.F.C.I. O"IN-USE7 WARNING LIGHT 60' A.F.F. SINGLE GANG BOX, RECESSED IN WALL 'IN -USE' WARNING LIGHTS AND WIRING TO BE C.F.C.I. OEMERGENCY -OFF SWITCH 44' A.F.F. SINGLE GANG BOX, RECESSED IN WALL EMERGENCY -OFF SWITCH AND WIRING TO BE C.F.C.I. ._., i ' � t f f n , n f f r,,,/ i SCALE: 1 /4 - 1 -0 ......................................................................................y , y , f i ' SIGNAL PLAN SCALE: 1 /4" = 1'-O" SIGNAL NOTES 1. PROVIDE PULL STRINGS FOR ALL EMPTY CONDUITS. 2. PROVIDE 10'-0" PIGTAIL (ADDITIONAL CABLE/WIRING) AT EACH END OF WIRING RUN FOR ALL TERMINATIONS. SIGNAL KEYNOTES 1D 24 W x 12" L x 10 IT BASE FRAME PULL BOX. 20 (2) 4" PVC CONDUITS BETWEEN BASE FRAME PULL BOX AND CONTROL CONSOLE PULL BOX. CONDUIT BENDS SHALL BE 6 TIMES CONDUIT DIAMETER. 30 24" W x 24" L x 24 D" CONTROL CONSOLE PULL BOX WITH COVER, RECESSED IN FLOOR. ® 12" W x 12" L x 6 D RELAY JUNCTION BOX, LOCATED IN CEILING SPACE NEAR MODULATOR CABINET. PROVIDE AND INSTALL (2) CONTROL RELAYS POTTER & BRUMFIELD PRD11DGO, 24VDC. Q5 (2) 1" CONDUITS BETWEEN MODULATOR PULL BOX AND RELAY JUNCTION BOX IN CEILING SPACE. CONTRACTOR TO INSTALL (4) #12 IN 1"C., (1) 1"C. SPARE. © MAIN CIRCUIT BREAKER FLUSH MOUNTED IN WALL. 0 SEE POWER PLAN ® 8" W x 8" L x 6 If RECESSED MOUNTED JUNCTION BOX FOR IN -ROOM MONITORS, MOUNTED 6" A.F.F. ® 1" CONDUIT BETWEEN IN -ROOM MONITOR AND RECESSED MOUNTED JUNCTION BOX. 10 8" W x 8" L x 6 Cr RECESSED MOUNTED JUNCTION BOX FOR CCTV CAMERAS, MOUNTED 12" A.F.F. 11 1" CONDUIT BETWEEN CCTV CAMERA AND RECESSED MOUNTED JUNCTION BOX. 1© 1" CONDUIT BETWEEN INTERCOM STATION IN VAULT AND INTERCON STATION IN CONTROL ROOM. 13 6" x 6" LOCKING ACCESS DOOR AT CONDUIT TERMINATION. 14 3" CONDUIT FOR RADIATION MONITOR, ORIENTED AS PERPENDICULAR TO ISOCENTER AS POSSIBLE. 15 4-#12, IN 3/4" CONDUIT FROM EMERGENCY -OFF SWITCH TO MODULATOR CABINET. 16 4-#12, IN 3/4" CONDUIT FROM "IN -USE" WARNING LIGHTS TO MODULATOR CABINET. 17 4-#12, IN 3/4" CONDUIT FROM SAFETY DOOR INTERLOCK SWITCH TO MODULATOR CABINET, 18 3/4" CONDUIT STUBBED INTO CEILING SPACE ABOVE CONTROL CONSOLE. 19 24 W x 18" L x 10 D" MODULATOR PULL BOX, MOUNTED BELOW MODULATOR. Q (2) 4" PVC CONDUITS BETWEEN CONTROL CONSOLE PULL BOX AND MODULATOR PULL BOX. CONDUIT BENDS SHALL BE 6 TIMES CONDUIT DIAMETER. 21 (3) 4" PVC CONDUITS BETWEEN BASE FRAME PULL BOX AND MODULATOR PULL BOX. CONDUIT BENDS SHALL BE 6 TIMES CONDUIT DIAMETER. DANIEL CHANG, AIA 2130 IUNGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [7701644.9200 tel [7701644.9202 fax THIS DRAWNG 18 THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRK*rr AS DATED AE DESIGN, INC. NOT VALID UNLE88 SIGNI D MID SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE DATE I DESCRIPTION A 110/17/02 I SCHEMATIC DESIGN B 112H1/02 1 SCHEMATIC DESIGN C I 01/24103 I OD% OWNER REVIEW D 103/14/031 BANK LOAN PACKAGE E 1O5J12103 I FOR REVIEW F 05/80108 I FOR PERMIT AND BIDDING I I I I I I __............___._........................_-..-.....-....------------------....._..__.. , „•••••,••.•••.......,........................... ,,...,.,.,.• .............................. Is f S LLJ 3 f j f 5 5 f f f r y f 3 t 3 i LIGHTING NOTES ........,,,, ----^ i fLu t f 3 f 19 f I £ s I f %� i s ............LIJ ................... •........ , 2 f "• 3 i 1. RUN MAIN ROOM LIGHTS", DOWN LIGHTS", AND LASER POSITIONING i 1 ...,. 0 UJ LIGHTS" THROUGH RELAY JUNCTION BOX. i 1 al I 4-#3/01 #4G, 2"C. f ' f. ,f 1f f MQT5ULA70R f; I ;f : BINET f i ; 0 , f' I0 L9 i A1 1 11 1 I I ` '5.4FLA' 480V/30 .5„ i I Lm . .. ............. 0 IS Sf ;, t 3f D OGEI� irR i I J 00 Zn i S i i f533 f. s! /f.`:>�//i I f 3 � O Y 3 3 •� f 3 3 POWER NOTES -ROOM MONITOR i1 I fi..... ',./.... �'IN -ROOM,/:MONITOR ou) Lui i r i 1. NEW GE MAIN CIRCUIT BREAKER PANEL GE#2100C150A240V. THIS �f' ` `"" y , f r , um CIRCUIT BREAKER CAN BE PURCHASED FROM GE MEDICAL SUPPLY AT ""'' '` '` € +96 ' ••••••••--'....•- """"""""` "" 96 ? t y,.. f 1-800-200-9760. THIS ITEM HAS A VERY LONG LEAD TIME AND ; ' ' ����������� � �����.•.���, � � rn ������:::::..::.:...::::.�::,::::::::::::::;:..; , SHOULD BE ORDERED A.S.A.P. y € "° f 2. COORDINATE EXACT LOCATION OF ALL WALL OUTLETS WITH £ I 3 y i f i MILLWORK BEFORE ROUGH -IN. CCTV AMERA5 . f "I <. i.. I ... V 3. PROVIDE 120V POWER AND SIGNAL CONDUITS FOR "PRIME ALERT", i 96' I 's i 44 =f�44" 30A 96 + VERIFY EXACT LOCATION BEFORE ROUGH -IN. - 's 1 - f f f f fifi i ...........................E_ _ ......... ... ....... .... ...1...DRAWING TITLE M 3 ,• f Al 4`1 ............ 23EX fSIGNAL ,,,,,,,,,,,,,,,,,,,,,,� I i fi 'i fr ff ff , f f ................CA ,,,...,...... ..........f 3 MAIN CIRCUIT"REAKER PANEL - #��1 Z..........(SEE NOTE 1) j LIGHTING f " , - - .... . . ....... . Sf f f POWER3 i _.. 3, f yyV ' I i f FILM PROCESSOR ; � � PLANS ~ ,....................... 30FLA 208V 10 j3W '. , .. I"", , ., TO ELEC ROOM #146 ? Z "Id/ s `„ € < , ..,i €..... .,,:'M (SEE RISER DIAGRAM) O ,.CA:: CA-1, 315,.........., ? V �... JOB NUMBER O U. #T0 f 3 POWER PLAN 30A LLJ FUSED DISCONNECT +... 4k £.,.,. ..+44.. +44... SH EET NUMBEREqSCALE. 1/4n 1'-o„ J w E4 0 SIGNAL NOTES 1. PROVIDE PULL STRINGS FOR ALL EMPTY CONDUITS. 2. PROVIDE 10'-0" PIGTAIL (ADDITIONAL CABLE/WIRING) AT EACH END OF WIRING RUN FOR ALL TERMINATIONS. FINISHED FLOOR EQUAL A B 12' TRENCH DUCTI A = 10' B=12' C FLUSH FLOOR DUCT DETAIL SCALE: NONE 10,0' 2.5' 1254 mml 163,5 mml 3,25' C76.2 nn] 3,0' 176,2 mml 3DIAL 120 I I C20 rlrl] 1-1/4' DIA. DIA, C31.75 mml 150.8 nn] TOP VIEW 7,38m [IB7,3 rlrl] ' 3.0' C76,2 rinl 30,5' C774.7 nn] �F-- 20,0' 1508 mml 50' L.0 C50.8 mml 2.0' 50.8 mml JUNCTION BOX - (SEE DETAIL #4) FUSED DISCONNECT (SEE NOTE 4, DETAIL #5) COVER NOTE: o ALL DIMENSIONS ARE IN INCHES ALL BRACKETED ] DIMENSIONS ARE IN MILLIMETERS. 10,0' 1254 mml 5.0' C127 rlrl] I I SIGNAL PLAN SCALE: 1/4" = 1'-O" ICTION BOX COVERPLATE SPLIT COVER JUNCTION BOX SCALE: NONE FRONT VIEW SINGLE GANG BOX - SUPPLIED BY CONTRACTOR PLATE & OFF BUTTON 0 0 0 0 PLAN VIEW 28.12' s SS�NO2ETAIL4 MOUNTING HOLES C714,2 null FDR ,31 C7.9 rIPI> E j SCREWS 1.19' C30nnl LG3' 4 �- 16,75' 1414 mml C425.4 mml FRONT VIEW SIDE VIEW BACK VIEW s MAIN FUSED DISCONNECT SCALE: NONE SIDE VIEW RACEWAY NOTES I. ALL JUNCTION BOXES, CONDUIT, DUCT, DUCT DMDERS, SWTICHES, CIRCUIT ORF AND ft7ALL D BY DMSKIN IQ AJ¢IS, ETC., ARE TOBE SUPPLIED 2. CONDUIT AND DUCT RUNS SHALL HAVE SVp RADIUS BENDS J. CONDUITS AND DUCT ABOVE CEILING OR BELOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR FM AS POSSIBLE TO REDUCE RUN LENGTH. 4. ALL DUCIVARK MUST MEET THE FOLLOWING REQUIREMENTS: A DUCTIVIDW SHALL BE METAL WITH DNULAS AND HAVE REMOVABLE, ACCES9BIi COVERS. B. DUCTWORK Si4LLL BE CERTIFIED/RATED FOR ELECTRIC& POWER PURPOSES. Cl DUCTWORK SHALL BE ELECMrAL1.Y AND MECHANICALLY BONDED TOGETHER IN AN APPROVED MANNER. D. PVC AS A SU85DME MUST BE USED IN ACCORDANCE WITH ALL LOLL AND NATIONAL. CODES. 4-#1/0, 1-#1/ FUSED DISCONNE (SEE NOTE 4, DETAIL 4-#1/0, 1-#1/OG, 3"C. TO EL (SEE 1 II JAI /�TInAI nnv SIGNAL KEYNOTES O 18" W x 12" L x 6 D" BASE FRAME PULL BOX LOCATED BELOW XIMATRON STAND/MAIN ARM ASSEMBLY. 0 24" W x 12" L x 6 D" HF GENERATOR CABINET PULL BOX. 0 (2) 4" CONDUITS BETWEEN BASE FRAME PULL BOX AND HF GENERATOR CABINET PULL BOX. ® 18" W x 12" L x 6 D" CONTROL EQUIPMENT PULL BOX LOCATED BELOW CONSOLE DESK. Q5 (2) 4" CONDUITS BETWEEN CONTROL EQUIPMENT PULL BOX AND HF GENERATOR CABINET PULL BOX. © MAIN GE CIRCUIT BREAKER PANEL SURFACE MOUNTED ON WALL. O7 (1) 2" CONDUIT BETWEEN MAIN CIRCUIT BREAKER AND BASE FRAME PULL BOX. 80 (1) 2" FLEXIBLE CONDUIT BETWEEN MAIN CIRCUIT BREAKER AND HF GENERATOR CABINET. O9 12" W x 12" L x 6 D" RELAY JUNCTION BOX, LOCATED IN CEILING SPACE. PROVIDE AND INSTALL (2) CONTROL RELAYS POTTER & BRUMFIELD PRD11DGO, 24VDC. 10 (2) 1" CONDUITS BETWEEN BASE FRAME PULL BOX AND RELAY JUNCTION BOX IN CEILING SPACE. CONTRACTOR TO INSTALL (4) #12 IN 1"C., (1) 1"C. SPARE. 11 (2) 4" CONDUITS BETWEEN CONTROL EQUIPMENT PULL BOX AND BASE FRAME PULL BOX. 1© 1 1/2" CONDUIT BETWEEN MONITOR AND HF GENERATOR CABINET PULL BOX. 13 1 1/2" CONDUIT BETWEEN MONITOR AND CONTROL EQUIPMENT PULL BOX. 14 4-#12, IN 3/4 CONDUIT FROM EMERGENCY -OFF SWITCH TO DRIVE STAND. 15 GE POWER DISTRIBUTION UNIT 16 12"x3" FLOOR DUCT SYSTEM - SEE DETAIL #3. 17 4-#12, IN 3/4 CONDUIT FROM "IN -USE" WARNING LIGHT TO MODULATOR CABINET. 18 4-#12, IN 3/4" CONDUIT FROM SAFETY DOOR INTERLOCK SWITCH TO MODULATOR CABINET. 19 4-#12, IN 3/4' CONDUIT FROM "IN -USE" WARNING LIGHT TO GE POWER DISTRIBUTION UNIT.. ® 4-#12, IN 3/4 CONDUIT FROM SAFETY DOOR INTERLOCK SWITCH TO GE POWER DISTRIBUTION UNIT.. 21 4-#12, IN 3/4" CONDUIT FROM EMERGENCY -OFF SWITCH TO MAIN FUSED DISCONNECT. SIGNAL SCHEDULE C.F.C.I. - CONTRACTOR FURNISHED, CONTRACTOR INSTALLED ITEM. O.F.C.I. - OWNER FURNISHED, CONTRACTOR INSTALLED ITEM. SYM ITEM MOUNTING OUTLET TYPE REMARKS ❑M IN -ROOM MONITOR 96' A.F.F. 4' SQ. BOX WITH SINGLE GANG RING, RECESSED IN WALL IN -ROOM MONITOR AND ASSOCIATED CABLE TO BE O.F.C.I. OI SAFETY DOOR INTERLOCK SWITCH 8Ci A.F.F. SINGLE GANG BOX, TOP OF DOOR SAFETY DOOR INTERLOCK SWITCH AND WIRING TO BE C.F.C.I. OW 'BEAM -OK' WARNING LIGHT 6Cf A.F.F. SINGLE GANG BOX, RECESSED IN WALL "BEAM -OM WARNING LIGHTS AND WIRING TO BE C.F.C.I. OEMERGENCY -OFF SWITCH 44' A.F.F. SINGLE GANG BOX, RECESSED IN WALL EMERGENCY -OFF SWITCH AND WIRING TO BE C.F.C.I. FT_ 2 POWER PLAN E 5 SCALE: 1 /4" = 1'-0" H CA-24 DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax THIS DRAWING 18 THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS 81ONED AND SEALED. DRAWING TITLE E „G., POWER AND POWER NOTES 1. NEW GE MAIN CIRCUIT BREAKER PANEL GE#XIM100A480V (100A). THIS CIRCUIT BREAKER CAN BE PURCHASED FROM GE MEDICAL SUPPLY AT 1-800-200-9760. THIS ITEM HAS A VERY LONG LEAD TIME AND SHOULD BE ORDERED A.S.A.P. 2. COORDINATE EXACT LOCATION OF ALL WALL OUTLETS WITH MILLWORK BEFORE ROUGH -IN. 3. DIVISION 16 SHALL PROVIDE UNISTRUT SUPPORT FOR LASER LIGHTS. SEE GE DRAWINGS FOR WALL AND CEILING SUPPORT DETAILS, 4. FUSED DISCONNECT WITH MAGNETIC CONTACTOR GE#E4502AD (90A). THIS EQUIPMENT CAN BE PURCHASED FROM GE MEDICAL SUPPLY AT 1-800-200-9760. THIS ITEM HAS A VERY LONG LEAD TIME AND SHOULD BE ORDERED A.S.A.P. LIGHTING PLANS JOB NUMBER SHEET NUMBER E5 Z 0 Z O U O LL LLJ W J F"- O Z 0 b 3 I k— LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS MTG FINISH REMARKS 2'x4' FLUORESCENT 4 F32T8 A COLUMBIA ST824-432G—FSA12 4EB8-277V 2'x4' FLUORESCENT PARABOLIC 4 F32T8 Al COLUMBIA P4D24-4320—MA48—S 4EB8-277V 2'x2' FLUORESCENT 2 F32T8/U6 B COLUMBIA ST822-232U6G—FSA12 E88-277V 2'x2' FLUORESCENT PARABOLIC Bl COLUMBIA P4D22-232U6G—MA33—S EB8-277V DOWN LIGHT 26W PL C PRESCOLITE CFR626EB—ST372A B24-277V DOWN LIGHT 10OW A19 C1 PRESCOLITE INC600—ST1602—B24 120V LASER POSITIONING LIGHT D O.F.C.I. 120V WRAPAROUND FLUORESCENT 2 F32T8 G COLUMBIA AWN4-232—EB8 277V "IN —USE" LIGHT 2 F32T8 MOUNT ABOVE DARK H ALKCO ERG—I2—FL-2—DS ROOM DOOR 120V DARK ROOM FIXTURE 1-15W A15 ,J ALKCO R-2058-2—GIA 1-20OW A23 120V CANOPY DOWNLIGHT 10OW MH K PRESCOLITE RHD601-10OMHFE STH602—B24-277V PATIO/WALL LIGHT 10OW MH WALL M DEVINE BCR14-10OMH—DBZ 277V PENDANT — LITE CONTROL N NEXUS P—ID-3530 277V PENDANT — LITE CONTROL Nl SCION P—ID-3300—PFB 277V STRIP FLUORESCENT 2 F32T8 0 COLUMBIA CS4-232—EB8 277V 30' PARKING LOT FIXTURE 40OW MH SSP-5306—A-0—M51 POLE P1 HUBBELL MSM—A-40OMH-3—P-8-1 VAND. RESISTANT LENS 277V * DUE TO AVAILIBILTY, ORDER FIXTURES A.S.A.P. TELEPHONI STUB -UP LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS MTG FINISH REMARKS BOLLARD 10OW MH P2 HUBBELL BMS-10OH-81 277V SIGN FLUORESCENT 10OW MH WALL P3 COLUMBIA SLE-4-148HO—DR SLBB-1-48HO-277V TRACK LIGHT Q BRUCK 277V WALL PACK 250W MH MOUNT FIXTURE R PRESCOLITE 90-026-27—BBL 277V 24" BELOW EAVE/SOFFIT VAND. RESISTANT LENS S NOT USED UNDERCOUNTER FLUORESCENT 24" U ALKCO HP-116 120V V NOT USED w NOT USED EMERGENCY FIXTURE INCLUDED RECESSED WHITE ❑o PRESCOLITE EMERGENCY EDSP-FRM-120/277 �4 EMERGENCY WALL FIXTURE PRESCOLITE EMERGENCY EDS2-NB 120/277 INCLUDED CEILING/ WALL AS REQUIRED EMERGENCY EXIT LIGHT PRESCOLITE EMERGENCY LEP(X)(X)G(X)SE 120/277 INCLUDED CEILING/ WALL AS REQUIRED GREEN ON WHITE HOUSING PROVIDE FACES AND ARROWS AS REQUIRED /- PHOTOCELL T DI- DIAGRAM NO SCALE 2 2 2 ELECTRICAL SYMBOLS $ SINGLE POLE SWITCH $3 THREE WAY SWITCH $4 FOUR WAY SWITCH $D DIMMER SWITCH $K KEY -OPERATED SWITCH $LV LOW VOLTAGE SWITCH 2' x 4' FLUORESCENT FIXTURE ❑O 2' x 2' FLUORESCENT FIXTURE 1' x 4' FLUORESCENT FIXTURE 1 v—i STRIP FLUORESCENT FIXTURE CEILING MOUNTED DOWNLIGHT K WALL MOUNTED FIXTURE POLE MOUNTED FIXTURE + EXIT FIXTURE ❑O EMERGENCY FIXTURE - RECESSED SQUARE EMERGENCY FIXTURE - WALLPACK TYPE © PHOTOCELL GFI GROUNF FAULT PROTECTION WP WEATHERPROOF IG ISOLATED GROUND RECEPTACLE EDF ELECTRIC DRINKING FOUNTAIN EM EMERGENCY NL UNSWITCHED NIGHT LIGHT TC TIME CLOCK DUPLEX RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE (� GFI DUPLEX RECEPTACLE, +44" A.F.F. UNLESS OTHERWISE NOTED DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, BOTTOM SWITCHED (I)A POWER OUTLET, "A" INDICATES TYPE O COMBINATION TELEPHONE/DATA OUTLET 0 DATA OUTLET TELEPHONE OUTLET ® BRANCH CIRCUIT PANELBOARD ® DISTRIBUTION PANELBOARD o CONTROL PANEL FACP FIRE ALARM CONTROL PANEL ANN FIRE ALARM REMOTE ANNUNCIATOR ❑F FIRE ALARM PULL STATION H❑4 AUDIO/VISUAL SIGNAL DEVICE ❑M 4 AUDIO ONLY SIGNAL DEVICE VISUAL ONLY SIGNAL DEVICE OS SMOKE DETECTOR © SMOKE DETECTOR - SINGLE STATION TYPE QH HEAT DETECTOR FS FLOW SWITCH O TAMPER SWITCH PI POST INDICATOR VALVE 1. HOSPITAL GRADE DEVICE. 2. ♦Vp SYMBOLS INDICATE TELEPHONE AND DATA OUTLETS. OUTLETS SHALL INCLUDE 4" SQUARE x 2 1/8" TELECOMP BOX WITH 3/4"C. HOMERUN TO TELE/DATA BACKBOARD IN COMMUNICATIONS ROOM #145. DIVISION 16 SHALL PROVIDE AND INSTALL ALL TELEPHONE/DATA CONDUIT AND WIRING. 1,2 1,2 S S (2) SMOKE DETECTORS WITH DOOR RELEASE DEVICES WALL/FLOOR MOUNTED AS REQUIRED. ---{D) SMOKE DETECTOR WITH MOTORIZED DAMPER —FA- j PROVIDE 120V AND CONN. TO F/A SYSTEM L= FUSED DISCONNECT SWITCH - FUSE AS REQUIRED ® STARTER - FUSED AS REQUIRED COMBINATION STARTER - FUSE AS REQUIRED ® CONTACTOR FT TRANSFORMER $M MOTOR RATED SWITCH (WITH OVERLOADS) 0 MOTOR CONNECTION - Op - OVERHEAD PRIMARY - Up - UNDERGROUNG PRIMARY - OS - OVERHEAD SECONDARY - US - UNDERGROUND SECONDARY �T- UNDERGROUND TELEPHONE RACEWAY - ' CONCEALED RACEWAY - - CONDUIT STUP-UP CIRCUIT WIRING - ARROW INDICATES HOMERUN TO PANELBOARD. 'SLASH MARKS" INDICATE #10' NUMBER OF CONDUCTORS WHEN MORE THAN (2). �C "#10" INDICATES WIRE SIZE MEN LARGER THAN #12 AWG. PROVIDE GROUND CONDUCTOR SIZED PER NEC 250-95 FOR ALL CONDUITS. o • 01 PUSH BUTTONS) HUBBELL 8-2437 SINGLE GANG BOX WITH: ® DUPLEX RECEPTACLE, #S-3825 DUPLEX COVER, AND #SB-3083 CARPET FLANGE HUBBELL B-4233 DOUBLE GANG BOX WITH: ®0 DUPLEX RECEPTACLE, S-3825 DUPLEX COVER, #S-2825 TELEPHONE/DATA COVER, AND #SB-3083 CARPET FLANGE QJ JUNCTION BOX © PHOTOCELL C� Imo` MOTORIZED DAMPER - PROVIDE 120V POWER ❑N NURSE CALL PATIENT STATION ODL NURSE CALL DOME LIGHT NCCP NURSE CALL CONTROL PANEL INTERCOM PAGING/INTERCOM CONTROL PANEL RISER DIAGRAM SCHEDULE O1 1—#4/0 BARE IN 1"C. TO SERVICE GROUND O2 GROUND TO 3/4" X 15' COPPERWELD GROUND ROD O3 1" CONDUIT (EMPTY) FOR METER WITH PULL STRING O4 2-4" PVC CONDUITS FOR TELEPHONE O5 2-4" PVC CONDUIT FOR ELECTRICAL PRIMARY O6 3 PARALLEL RUNS OF 4-400MCM, 3"C. O7 112.5 KVA TRANSFORMER 480: 120/208V 30 4W O8 4—#1 /0, 1—#1 /OG, 2"C. O9 4—#1 /0, 1—#4G, 2"C. 10 60 AMP 3 POLE LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE 11 3—#2/0, 1—#4G., 2"C. 12 2-4'x8' PLYWOOD TELEPHONE BACKBOARDS 13 4—#6, 1—#8G, 3/4"C. 14 2 PARALLEL RUNS OF 4—#3/0, 1—#3G, 2"C. 15 4—#3/0, 1—#4G, 2"C. 16 50 KVA POWER CONDITIONER 480V INPUT: 120/208V OUTPUT 17 100 KVA POWER CONDITIONER 480V INPUT: 277/480V OUTPUT 18 4—#1 /0, 1—#1 /OG, 3"C. 1. DIVISION 16 SHALL RECEIVE, UNLOAD, AND INSTALL POWER CONDITIONERS. 2. INCLUDES FACTORY INSTALLED OUTPUT CIRCUIT BREAKER DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [7701644.9200 tell V701644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRK3HT AS DATED AE DESIGN, INC. NOT VAUD UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: ISSUE I DATE I DESCRIPTION A 110/17102 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C 10124M 160% OWNER REVIEW D 103/14/03 I BANK LOAN PACKAGE E 106/12/03 I FOR REVIEW F I05/3QI03 I FOR PERMIT AND BIDDING )RAWING TITLE RISER DIAGRAM AND 0 SCHEDULES 8 109 NUMBER0 3HEET NUMBER E6 0 VOLTAGE: 277/480V PHASE/WIRE: 30 4W PANEL TYPE: NQOB ENCLOSURE: NEMA 1 GROUND BUS: CU BUS AMPS: 400 AMPS MAINS: MLO MOUNTING: SURFACE BUS A.I.C.: 10,000A SECTION: 1 CT BKR A BKR CT LOAD A B C AC-1 1495 20/3 1 1 1495 1 3 1 1495 1717 1 5 7 AC-2 20/3 1717 1 9 1 1717 2382 1 11 13 AC-3 20/3 1 2382 1 15 1 2382 3324 1 17 19 AC-4 20/3 1 3324 1 21 1 3324 1717 1 23 25 AC-5 20/3 1 1717 1 27 1 1717 4000 Boo 1 29 31 33 135 WH-1 20/1 SPARE 20/1 1 800 2105 1 37 P-1 20/3 1 2105 1 39 1 2105 1 41 TOTAL 1 16740 1 1354U 1 1.354U VOLTAGE: 277/480V PHASE/WIRE: 30 4W PANEL TYPE: NQOB ENCLOSURE: NEMA 1 GROUND BUS: CU PANEL HA JOB: ONCOLOGY CENTER SANFORD, FL B C LOAD 2 20/3 1163 AC-6 4 1 1163 1 6 1 1 1163 1 8 20/3 3711 1 AC-7 10 1 1 3711 1 12 1 1 3711 1 14 20/3 2714 AC-8 16 1 2714 1 18 1 2714 1 20 20/3 1717 AC-9 22 1 1717 1 1 24 1 1 1717 1 26 20/3 1717 1 AC-10 28 1 1 1717 1 30 1 1717 1 32 30/3 3000 WH-1 34 1 3000 11 36 1 3000 1 20/3 P-2 38 2105 40 1 2105 1 1 42 1 1 2105 1 16127 1 16127 1 16127 TOTAL BUS AMPS: 400 AMPS MAINS: MOUNTING: SURFACE BUS A.I.C.: 10,000A SECTION: 2 LOAD A B C BKR CT LIGHTS 1690 20/1 43 1 2340 1 45 1 1560 1 47 1 2080 1 49 1 3250 1 51 1 1950 1 53 1 1630 1200 1 1 55 57 SPARE 1 1200 1 59 1 1200 1 61 1L 1200 1 63 11 1200 1 65 67 SPACE /1 1 1 69 1 1 71 1 1 73 1 1 75 1 1 77 1 1 79 1 1 81 1 1 83 CT BKR 44 /1 46 1 48 1 50 1 52 1 54 1 56 1 58 1 60 1 62 1 64 1 66 1 68 1 70 1 72 1 74 1 76 1 78 1 80 1 82 1 84 1 PANEL HA JOB: ONCOLOGY CENTER SANFORD, FL A B C LOAD SPACE TOTAL 23340 1 91530 1 19450 1 1 16127 1 16127 1 16127 1 TOTAL 112701 = 136 x 1.25 = 170 AMPS A: 39467 480V x 1.732 B: 37657 C: 35577 VOLTAGE: 277/480V PHASE/WIRE: 30 4W PANEL TYPE: NQOB ENCLOSURE: NEMA 1 GROUND BUS: CU BUS AMPS: 100 AMPS MAINS: MLO MOUNTING: SURFACE BUS A.I.C.: 10,000A SECTION: 1 LOAD A B C BKR CT CANOPY LIGHTS 1200 1200 1662 20/1 1 1 1 3 5 7 DOOR/PATIO LIGHTS WALL PACKS SPACE /1 1 1 9 11 1 1 1 1 13 1 1 15 1 1 17 1 1 19 1 1 21 1 1 23 25 27 29 31 33 35 37 39 41 IUTAL 1 1ZUU—L 1'ZUU 1 1b6Z 10008 CTI BKR I A 2 20/1 2853 4 1 6 1 8 /1 10 1 12 1 14 1 16 1 18 1 20 1 22 1 24 1 26 28 30 32 34 36 38 40 42 PANEL OL JOB: ONCOLOGY CENTER SANFORD, FL B I C LOAD PARKING LOT LIGHTS 2493 1 600 BOLLARDS SPACE 2853 1 2493 480V x 1.732 — 12 x 1.25 = 15 AMPS VOLTAGE: 120/208V PHASE/WIRE: 30 4W PANEL TYPE: NQOB ENCLOSURE: NEMA 1 GROUND BUS: CU BUS AMPS: 125 AMPS MAINS: MLO MOUNTING: SURFACE BUS A.I.C.: 10,000A SECTION: 1 LOAD A B C BKR CT RECEPTACLES 720 1 20/1 1 1 720 1 3 1 720 1 5 1 720 1 7 1 720 1 9 11 720 1 11 1 720 1 13 1 720 1 15 11 720 1 17 1 720 1 19 1 720 1 21 11 720 1 23 1 720 1 25 1 720 1 1 27 11 720 800 1 1 29 31 SPARE 1 800 1 1 33 11 800 1 35 1 800 1 37 1 800 1 39 1 800 1 41 TOTAL 1 52UU I SZUU I DZUU 29640 CT BKR A 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20/1 1 1 1 1 1 1 1 1 1 1 1 720 720 720 720 30/3 1 1 1800 /1 1 1 1 1 1 600 1 TOTAL A: 4053 B: 3693 C: 2262 720 720 72D 720 720 720 720 1800 4680 1 4680 208V x 1.732 = 82 x 1.25 = 102 AMPS HDR 1 1 1800 SPACE 1 1 1 1 I _ 4680 TOTAL A: 9880 B: 9880 C: 9880 VOLTAGE: 120/208V PHASE/WIRE: 30 4W PANEL TYPE: NQOB ENCLOSURE: NEMA 1 GROUND BUS: CU BUS AMPS: 400 AMPS MAINS: 400/3 C.B. MOUNTING: SURFACE BUS A.I.C.: 10,000A SECTION: 1 LOAD A B C BKR CT RECEPATCLES 900 20/1 1 1 540 1 1 3 1 1 640 1 5 1 900 1 7 1 360 1 9 11 360 1 11 1 7207 1 13 11 800 1 15 1 800 1 17 1 540 1 19 1 280 1 21 1 600 1 23 1 740 1 25 1 720 1 27 1 1 360 1 29 1 180 1 1 31 1 950 1 33 1 360 1 1 35 1 360 1 1 37 11 540 800 1 1 39 41 HVAC CONTROL PANEL TOTAL 1 4340 1 4190 1 392U VOLTAGE: 120/208V PHASE/WIRE: 30 4W PANEL TYPE: NQOB ENCLOSURE: NEMA 1 GROUND BUS: CU CT BKR A 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20/1 1 1200 40/2 1 3600 20/1 1 1 1 1 540 30/1 1800 20/1 1 1 1 1 1 1 1 1 1 1 180 800 696 7196 BUS AMPS: 400 AMPS MAINS: MOUNTING: SURFACE BUS A.I.C.: 10,000A SECTION: 2 LOAD A B C BKR CT DOWN LIGHTS 600 20/1 43 1 600 1 45 1 600 1 47 1 6007 1 49 51 SPACE /1 1 1 53 1 1 55 1 1 57 1 1 59 1 1 61 1 1 63 1 1 65 1 1 67 69 1 1 71 1 1 73 1 75 9880 1 177 79 PANEL "CA" 125/3 1 1 9880 1 1 81 1 98BO 1 83 PANEL LA JOB: ONCOLOGY CENTER SANFORD, FL B C LOAD EXH FAN 540 RECEPTACLES 3600 DRYER 1 RECEPTACLES 540 600 RECIRC. PUMP RECEPATCLES 1200 WASHER 600 MOTORIZED DAMPERS AIR COMPRESSOR 540 RECEPATCLES 696 EF-2 WP RECEPTACLES 540 1 540 1 SPARE 800 1 1500 HEAT TAPE EF-3 696 EF-1 800 FIRE ALARM PANEL 4096 1 8596 TOTAL PANEL JOB: ONCOLOGY CEN SANFORD, FL LA CTI BKR A B C LOAD 44 20/1 540 RECEPTACLES SPARE 46 1 800 RECEPTACLES 48 1 360 BEAM -ON LIGHTS 50 1 600 RECEPATCLES 52 1 1080 54 1 1 720 1 56 1 720 1 1 LIGHTS RM #135 58 1 1 1200 60 1 1200 1 RECEPATCLES 62 1 1200 64 1 1 1200 I 66 1 1200 1 68 1 1200 1 70 1 1200 1 72 1 1 1200 1 SPARE 74 1 800 76 1 800 1 78 1 800 1 80 1 800 11 82 1 1 800 1 84 1 1 800 1 TOTAL 15420 1 14670 1 14400 13056 1 11176 1 14876 TOTAL 83598 A: 28476 208V X 1.732 232 x 1.25 = 290 AMPS B: 25846 C: 29276 VOLTAGE: 277/480V PHASE/WIRE: 30 4W GF PANEL TYPE: QED - SE ENCLOSURE: NEMA 1 GROUND BUS: CU BUS AMPS: 1000 AMPS MAINS: 1000/3 BPS MOUNTING: FLOOR BUS A.I.C.: 65,000A SECTION: LOAD A B 1 C BKR CT CH-2 33240 150/3 1 1 33240 1 3 1 7202 33240 1 5 7 CH-1 40/3 11 7202 1 9 1 20000 7202 1 11 13 VARIAN 23EX 100/3 50 KVA 20000 1 15 POWER CONDITIONER 20000 1 20000 1 17 19 VARIAN XIMATRON 100/3 100 KVA 20000 1 1 21 POWER CONDITIONER 22000 1 1 20000 1 23 25 GE CT/i 100/3 100 KVA 22000 1 27 POWER CONDITIONER 22000 1 29 31 100 AMP SPACE /3 1 1 33 1 1 35 37 100 AMP SPACE /3 1 1 39 1 1 41 PANEL MSB JOB: ONCOLOGY CENTER SANFORD FL B C LOAD 2 400/3 39467 1 PANEL "HA" 4 1 1 37657 I 6 1 35577 1 8 175/3 28476 112.5 KVA TRANSFORMER 10 1 25846 PANEL "LA" 12 1 29276 1 14 60/3 4053 PANEL "OL" 16 1 3693 I 18 1 2262 1 20 /3 20000 225 AMP SPACE 22 1 20000 FUTURE 24 1 20000 1 26 /3 20000 1 225 AMP SPACE 28 1 L20000 FUTURE 30 1 20000 1 32 /3 10000 225 AMP SPACE 34 1 10000 1 FUTURE 36 1 1 10000 I 38 /3 1 100 AMP SPACE 40 1 1 =1I 42 1 1I TOTAL 102442 102442 1 102442 121996 1 11719631 117115 TOTAL 663633 A: 224438 480V x 1.732 798 x 1.25 = 997 AMPS B: 219638 I PROVIDE 4" CONCRETE PAD CT BKR A C: 219557 )ANIEL CHANG, AIA 0130 KINGSTON CT., SUITE E ARIETTA, GEORGIA 30067 770] M4.9200 tel V701 644.9202 fax THIS DRAWING Is THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED N VVHDL E OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DRAWN BY: SSUE I DATE DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B I12J11/02 I SCHEMATIC DESIGN C I0101M 18D% OWNER REVIEW D I03/14M I BANK LOAN PACKAGE E I002/03 I FOR REVIEW F 05/30103 I FOR PERMIT AND BIDDING I I I I I I I I I I 0 Lu 0 ® O `_ w J 3 W z DRAWING TITLE PANEL SCHEDULES JOB NUMBER SHEET NUMBER E7 Z O U H Z O U oc O LL In LU co 6 LU I- O Z AEE- NIEL CHANG, AIA KINGSTON CT., SUITE E ETTA, GEORGIA 30067 044.9200 tel [770] 644.9202 fax THIS DRAWING IS THE PROPERTY OF AE DESIGN INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC. NOT VALID UNLESS SIGNED AND SEALED. DRAWING ISSUES APPROVED BY: DC DRAWN BYERS ISSUE I DATE I DESCRIPTION A I10/17/02 I SCHEMATIC DESIGN B 112/11/02 I SCHEMATIC DESIGN C I01124/03 160%OWNER REVIEW D I03/14/03 I BANK LOAN PACKAGE E I05/12103 I FOR REVIEW F I05/30103 I FOR PERMIT AND BIDDING )RAWING TITLE FIRE SAFETY PLAN OB NUMBER 1 01 HEET NUMBER s 1 AE s• z O 0 ry U) Z O U O LL 0 w Q w J w y pf- , 3 3 D 3 AE 0 �B C Eml ROOM NA E NO FUTURE EXPANSION t9 eHALL 150 LEGEND ® EMERGENCY LIGHT FIXTURE/PACKAGE FIRE ALARM PULL STATION FIRE ALARM CONTROL PANEL EXIT SIGN F.E. FIRE EXTINGUISHER XX' MAX. TRAVEL DISTANCE 1 /FSP 1 FIRE SAFETY PLAN SCALE: 1 /8"=1 ' -O" NAM ROOM NAME 2RV.B. NO PHYSICIST H V B 147 TREE® PLAN 1 9 ELECT. RM 23E AULT CLOSET MEN 1 WO 1081 C ® COFFEEEwC 1O2A CLOSET FILES 135A 106 STORAGE -. f / C IA FI-4-31 DARK RM v 138 CONTROL RM HALL 134 0:3:21 CONSULTING 105 92' HALL 109' � )m R TOILET F.E. PLANTER o ® MOLD TOILET1 STORAGE/CONTROL 133NED El( TOILET1 V 6 ¢ JAN/M IN 141 F401 136 N10 131N ., SUB -WAIT o v 142 STORAGE 0)123 � 130 BREAK RM ( I 129 I I CONE LOUNGE 128 F LIST OF CODES AND STANDARDS NFPA-10-1990 STANDARDS FOR PORTABLE FIRE EXTINGUISHERS NFPA-10-1994 STANDARDS FOR THE INSTALLATION OF SPRINKLER SYSTEMS NFPA-70-1993 NATIONAL ELECTRIC CODE NFPA-101-1997 LIFE SAFETY CODE FBC-2002\ FLORIDA BUILDING CODE, 2002 EDITION FLORIDA MECHANICAL AND PLUMBING CODE, 2001 EDITION ANSI -Al 17.1 FEDERAL HANDICAPPED CODE, 1984 PHASE THREE PROJECT DATA/BUILDING CODE REVIEW CATEGORY CONSTRUCTION CONSTRUCTION TYPE (FBC) TYPE V UNPROTECTED FULLY SPRINKLERED CONSTRUCTION TYPE (NFPA) TYPE III (2,0,0) OCCUPANCY B-BUSINESS, OUTPATIENT CLINIC TOTAL OVERALL BUILDING AREA TOTAL BUILDING AREA: 10,397 G.S.F. BUILDING BUILDING STORY ONE -LESS THAN 30' SEPARATION FROM PROPERTY LINE: NORTH WALL 86' EAST WALL 10'-1" SOUTH WALL 137' WEST WALL 63.67' NUMBER OF OCCUPANTS BUSINESS AREA 1 PER 100 sq.ft. 104 PERSONS EXTERIOR BEARING WALL -OPENING PERMITTED O'TO3' OHR 0% OPENING 0% OPENING PROPOSED 3' TO 10' 0 H R 10% OPENING 0% OPENING PROPOSED 10' TO 20' 0 H R 30% OPENING 0% OPENING PROPOSED 20' TO 30' 0 HR 60% OPENING 12% OPENING PROPOSED OVER 30' 0 HR N.L. N/A a F.E. RECEIOON 103 BILLING U 104 153' HALL 109 H. RM OFFICE 122 CH. RM #1 80' HALL 126 R'S OFFICE DR'S OFFICE 0-1-91 117 FBC 2002 608 NFPA 101, 220 305.12 WAITING 102 u :: EXAM, #1 NU SE ST. 111 110 tEXAM. V.B.ONCRETE F -0 ADMIN. WOR RMPAVING 121 120 m LANDSCAPING 112 CURTAIN #3 w m 1 TORAG � > EXAM. #4 116 114 EXTERIOR NON BEARING WALL_ N/A EXIT ACCESS CORRIDOR 0 HOUR ( FULLY SPRINKLERED) PARAPET WALL NONE, ROOF WITH 6:12 SLOPE PROTECTION OF OPENING EXIT ACCESS CORR. 0 HOUR (FULLY SPRINKLERED) OPENING W/IN 15' 0 HR OPENING OVER 15' 0 HOUR MEANS OF EGRESS REQ'D PROVIDED OCCUPANT LOAD 1/100 SF 104 PERSON TRAVEL DIST, - SPKLR 300' 155' DEAD END 20' 15' EGRESS WIDTH 0.2"X111=22.2" 180" MIN. CORR. WIDTH 44" 64" MIN. CLR OPEN'G 32" 36" NUMBER OF EXITS 2 3 ACCESIBLE MEANS 1 3 HORIZ. EXIT 50% MIN 100% SITE INFORMATION ZONING JURISDICTION: COUNTY OF SEMINOLE ZONING: GC-2 (GENERAL COMMERCIAL) LAND USE: PROFESSIONAL OFFICE MAX. BLDG HT. 50, PROP. BLDG HT. LESS THAN 36' 704.2.4 704.5.2 705.1.2 705.1.1.2 EXCEPTION NO. 1 T-1004 DANIEL CHANG, AIA 2130 KINGSTON CT., SUITE E MARIETTA, GEORGIA 30067 [770] 644.9200 tel [770] 644.9202 fax \4 THIS DRAWING IS THE, PROPERTYyOF AE DESIGN INC. AND SHALL NOT BE REPRODUCED k. IN WHOLE OR PART. IT SHALL NOT BE USED ON OTHER PROJECTS AND SHALL BE RETURNED UPON REQUEST COPYRIGHT AS DATED AE DESIGN, INC..y' , NOT VALID UNLESS SIGNEDANDSEALED. ^ DRAWING ISSUES APPROVED BY: DC "'_ 'DRAWN BYERS ;i ISSUE ( DATE I DESCRIPTION ` A 110/17/02 I SCHEMATIG.gESIGN a. B I12/11102 I SCHEMATIC DESIGN C 101/24/03 160% OWNER REVIEW D I03/14/03 I BANK LOAN PACKAGE ``c E I05112/03 I FOR REVIEW F 105/30/03 I FOR PERMIT AND BIDDING Y" n Fm Lu Lu V V ® °1 t IL (n DRAWING TITLE v 0 r FIRE SAFEYY`` v PLANO JOB NUMBER qoA01032 SHEET NUM,�ER," , 4 F�5 a gig 3L:. i 4: tit ,r: k y 'h� { ii .