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200 N Magoustine Ave Site plans Utilities Radiation Therapy ClinicVVALTON OFF ARCHITECTS .-ORLANDO LANDSCAPE ARCHIT T11%S- RLANDO, FLORI COMM, NO. 81=103 SET NO. 20 Sheet No. Description CS Cover sheet and Index 1 Site Plan (Scale 1:40) 2 Staking, Paving and grading plan (Scale 1:20) 3 Storm, Sewage and Domestic water Utilities plan (Scale 1:20) 3A Landscaping and Irrigation Plan (Scale 1:20) 4 Floor plan (1/8" Scale), 'Toilet elevations, Wall and Symbol 'legend 4A Alternate #1: Acoustical the Ceiling Alternate #2: Mul lionless glazing 5 Floor Plan "A" 1/4" scale 6 Floor Plan "B" 1/4" scale 7 Roof Plan (1/8" scale) and Details 8 Building Elevations (1/4" scale) 8A Building Elevations: Alternate #2 9 Building Sections (1/4" scale) 10 Wall Sections (1" scale) 11 Wall Sections (1" scale) 12 Door Schedule, Details and Finish Schedule 13 Miscellaneous Details 14 Interior, Casework Elevations 15 Details 16 Reflected Ceiling Plan (1/8" scale) and Details 17 S-1 of 4 Foundation and First Floor Plan 18 S-2 of 4 Roof Framing Plan 19 S-3 of 4 Structural Detail sand General Notes 20 S-4 of 4 Radiation Treatment Room 21 M-1 of 3 Partial Floor Plan - FIVAC 22 M-2 of 3 Partial F1oor Plan - HVAC 23 M-3 of 3 Details and Schedules 22 A HVAC ALTERNATE NO, I 24 P-1 of 3 Foundation Plan - Plumbing 25 P-2 of 3 Floor Plan - Plumbing 26 P-3 of 3 Riser Diagrams 27 E-1 o f 10 Electrical Site Plan 28 E-2 of 10 Partial Floor Plan Part "A" - Power 29 E-3 of 10 Partial Floor Plan Part "B" - Power 30 E-4 of 10 Partial Floor Plan Part "A" - Lighting 31 E-5 of 10 Partial Floor Plan Part "B" - Lighting 32 E-6 of 10 Partial door Plan Part "A" - Systems 33 E-7 of 10 Partial Floor Plan Part "B" - Systems 34 E78 of 10 Details 35 E-9 of 10 Panel Schedules 36 E-10 of 10 Legends and Schedules N I JULY16,19,82 i A_ HE' SIDENTIAL L gift��AYNEP& it F'Erj�jllT FEE rL -ES NOT I3iGFPANT PERMIS�TInlp� I r,f Vi�tiCOE. KEEP' LL S. SANFORD FIRE DEPAR-I-MENT 1303 FRENCH AVENUE SANFORD, FLORIDA 32771 SEA; bUIL INVtS I WAI 1UN REPORT IN SPECIFICATIONS. LOG OF BORINGS i 2 '0' _ o vray end7 dray wand IT OK. l5rn. end r./tr Si/ aK. Psi n. c5av d tL -yanC/ 6rdy 10' j Carry z5avnd r✓/tr-. G45/y Gray end -Ile 15X91 z o' z ZZ D,r. Gray �ar�d w/fi-�5iif` 30' faray QO' o. io lai-c-cni.�h G�.-ay COY 60, 7 ok. Ci®y 3 _ 4 0r Cyro��/ �LvnCJ Grimy ��nd i+/Orryn�C i0,(. f'�rr�. 5�ndr✓�ir si/t , Ox. f'Srrl. ::Sa17c/ Nvlwoorl Si/f i jai` +y G/aye-� 5anc1 Gr-.!vy C/oyey -sand :WEST LINE OF 10' BLOCK 1, TIER 17 O a r — — — — — -27" 0!-- — — -,- � w w P: Z_ 2 0 :. i� O.C. Una y 5anc/ w�r• 5i/f _ GP., f�r-y '`i �c/ W�Cii/b I J OI p 0 (n z Standard Penetration Test OF oorN0007v _ I SOUTH LINE BLOCK I ,TIER 17 4 EAST LINE OF BLOCK I, TIER 17- LEGAL DESCRIPTION BLOCK I , TIER 17,( less the West 68 feet thereof), FLORIDA LAND AND COLONIZATION COMPANY'S MAP OF ST. GERTRUDES ADDITION TO THE TOWN OF SANFORD? ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK I, PAGES 112,113,116 AND 117 OF THE PUBLIC RECORES OF SEMINOLE COUNTY,FLORIDA ;ALONG WITH THE SOUTH 48.00 feet OF VACATED FULTON STREET, LYING NORTH THEREOF t-NV ER-T-ELEV-7;-27 MAN(3E)IJSTiNE -A . 10"P.VC PIPE - T 12;, P.V.0 PIPE - SOUTH 2V. PIPE -EAST 8� STUBOUT - WEST SITE PLAN F� scale: I" = 4011 0 i I LoC� 0 0 O 00 O Oc�01 W z M 0<N. (L mov W 000 0 0.J(1) - to LL J co O 0 z Q J c 0 ,00,, a) c� 0 Ld o z c N L T ® z LJLJ Imo. 0 Z U) I�1 0 Q DRAWN BY: R.L.B. _ CHECKED BY. DAT E :7/ 16 /82 REVISIONS: r COMMISSION NO. 81-103 z�. SHEET NUMBER: OF l� 1 q tl 2' 20' 12' 12' 2' -- 36- IN - 1211 SHOULDER SOD . I" R. SHOULD( I I' 6" BASE" -PRIME II PARKING DRIVING LANE 2' I" H. M. PAVEMENT WHEEL rk STOP 2% SLOPE 2% SLOPE VALLEY GUTTER. STRAIGHT FLUSH STABILIZED SUB -BASE _.CURB CURB TYPICAL PAVED SECTION 4. 0" OR AS MOWN CROSS -SLOPE I/ - Asphaltic concrete type S-1 (D.O:T;) Flush with suitable asphaltic material and sand. i - Base course to be 8" lime rock (FBV=50) or 6" soil cement r SIDEWALK SECT. (450 p.$.i,) Prime before applying finish coat. ,, C.J. EVERY 5' I -. Sub -base to be stabilized 12" deep, 95% density. 1 Sod required on all unpaved areas,. i 25'R• E.J. - Filled areas to be compacted to 90% density minimum. TYP. - All work to conform to latest D.O.T: Standards and local SIDEWALK govering authorities tests required to verify density, design mixes,, etc. I CURB, GUTTER ,WALK a DRIVE DETAILS 1. All concrete to be �000 psi at 28 d y st•en(Ith j 1, '2. Tooled ',," X 2" construction joints C.J.) at least 223/4 every 10 ft . HOLES FOR 5/8`� • 3. �2" asphalt mastic expansion joint (CE.J.) at least x4 LONG RE-BAR 50' ft. and at beginning and end of curves, , ANCHORS drives and structures. 4. 3 concrete test cylinders for every 75 C.Y. of cone. ; 3000P.S.I.CONC. IMIN.) or each day's pour. _. - - -- - -- PRECAST CONC. WHEEL- STOP SCALE NONE j • CURB BRICK PAVING BEYOND PAVEMENT- 20ROP.S. I. COPCTD CONCRETE MAECO CONCRETE CURB SUBGR.ADE SIDEWALK RAMP DETAIL DRAINAGE NOTES AREA OF SITE 577600 S.F. AREA OF SITE EXCLUSIVE 48,100 S.F. OF ROOF RETENSION REWD at P DEEP 47050 C.F. AREA COVERED BY IMPERVIOUS + 30, 7001 S,F. PERCENTAGE OF TOTAL 53 1 1, STORAGE TO BE PROVIDED.. NORTH SWALE AREA 2, 800 C.F. SOUTH SWALE AREA 17600 C.F. ROOF at 2 " DEEP ' 11600'C.F. TOTAL 61000 C.F. I LEGEND ASPHALT PAVING CONCRETE BRICK PAVING lil?IIlil rI Iflilii SWALE / FLOW ARROW VALLEY GUTTER Z7 7 STRAIGHT CURB FLUSH CURB EXIST. CONTOUR ----- NEW CONTOUR 0.�,� - SPOT ELEVATION i O 00 III = 20.01 �� property 1 line _ 320' - 0" I 9 -�, r ----�- �- 12�0' . _N OII� II. U N 3.15 EX•G �Ut TTER EXIST, 1 \ fo CU V RE PIPN---- -- o II _ I INV. 2' 14.6` TC. 14.8� I 15.17 15.0 1 14.8! i 14.$' I v 15.17 O o 0 / 15.7 O 0� - a cD '� 7� ' W n'J W �FINISH FLOOR SLAB 15.17` 1 I N O 14.8 % ELEVATION 15.5 14.8I I I' 2% \1""'- 2'' �_ O I w O O d' / II Q w I� 1 o / cn p \ 14.8 ' p10 I ;I N o 1 EL 20/0 N' T.C. � 14.8' � � n�• 12.31 ± 0 rdi O j 14.25 --- _- T.C. `n ( Ki 1 1 13,612.8 40 00� h O' ��• � \ Ali p � 14. _ SWALE 2 6� SWALE 13.0 SWALE SWAL E 12. I' - e-- 1145'- \ \ 0 - 12.8 T. 12.3� 11.6' T. C. I 12' ' S MANGOUSTINE AVE- 3 rA rLER SERVICE & SUPPLY INC. 166201 NOTE SITE PLAN B.M. ELEV. 23.021 ELEVATION BASED ON DO " H North rim of M.H. 16' west of centerline on "',' Mwberry ST. 57'west of centerline on 7th. ST BENCNMAR (NGVD MSL .Datum) G R A D l N 52' south of R/R Tracts B.M. ELEV. 10.51' It v 201 Nail in P/P # 44175758507 1501±North of North line of this Parcel Refer to Survey by Bowyer -Singleton a Assoc. Inc. dated 12.9• 81- J.N. 5655 ~ u) c� r• N O 0 N- p co (0 W co II Z co a O p N m-� "' Coo p -1 co L0 LL v CM 0 Z a J cc 0 c O F- Wct �. 0.0 WW I CCD C1 1 i C _11IIIII"O 0 LL� 0 W W 0, i i DRAWN BY: R.L.B. CHECKED BY: DATE: 7/ 16 /82 REVISIONS: COMMISSION N 0. 81-• 103 SHEET NUMBER: 2 OF II I4 I(i ply IIIII4 I+ 4�j 10 + r LJ �W64-H IAll + rH i 0 U) N 10 W\ , F : LU Cq eO C4 'tt iI0 ------------- 14 71, I14 Iv �q 4 P IIf in, LU Pt e f I /I ir �V- X Yt IIwaft- 4 A V V. K r P 'k',' Ifn, 5 l. j�j r r W", 6 lIIPP P llIA 7\:=— A A y ,ne C R( lop 'AA rA, 94 P 41, q I'54 1.0 U P !P, Itit'. L II-ST' RIG- N I�ATT E R N S 3 .9 a V&� es QO �31, Tu 11 KANUFACTUM: I3 2, 7 1 I77 1', -3 4' *6S �'500: 3 P" : -3 8I j 0 II_,r o les am I�3, Q Q S ftl, i XP A y Ifop ;,,,V, pr,, ,-5,7, Q-'S h- 4�, I...... ... .... IIU 'I. 2, T P. �4' y bO, I. ..... .... . IQ F U T k itlIe gi o rk c r 9 _V "' :L c r i c jo v e. C. P F'i��,er i 6g, i*j :5 0 `13 4 kf IIt-PI ain IM . S j a :L,Q `2 P VG e ll7777= 4 Q T v IillIt�A P T' 'k'' Ig P . n C Jo k IQ TI e') r a c I"A I y V qj p Q t5 V U, '4�1 Iy de P 1 1 A e C6 J11.0 iI.e --d I,a- t e r 4 e e I0 r e q V,� tU C O.Rri 4 Id" q IV,e S I41 'd r ;an g c,4- p w- "C e 1 eLU S Q K, a err, SL4"',Q 6 e"e' a e s S cl IMP j�.q V e, I�q _M 6 wPA 49 I�ST,kUq�J�V49;4,.SLJPP�Y INC. 1862Q1. 32 "X 3211 mirror p.t.d: sir S. u, I-4 41— ("t �p Ek"Iffi-AN C 1 _if JU ten:.: • {,. r . SYMBOLS LEGEND? O6 DOOR SYMBOL a NUMBER L, A I ALUMINUM STOREFRONT/ WINDOW ' I / S I ALUMINUM SLIDING GLASS DOOR / MALL FRONT INTERIOR ELEVATION F f 7,. � a A IO DETAIL / SECTION CUT (letter = detail/section, number sht.no. were drawn) f CD I E COLUMN. SYMBOL a CENTERLINE A B C 51-611 5'-11" 15'-3n 19-10 23L 211 B11 Ile ALCOVE 103 113 - 4 I d. OD ^O 00 d' L0 r 1 II 1 11 I 11 I II I II p Ito r t,l 61_811 41_3u 401_311 12-•Q g- 8 17-8 18-7 4-3 w 0Mo.$ 128A, ELECTRICAL-- - -- I' f, _ xO o N. 8-0�age'Fof ganopY, cC I t 1 f;t k I 1 i I W I, i; ILD abov 1... ! n O O o I :I •.,FEMA . ' � o • r - ET - 31-76'-I l" �, u -,� _ 71 6u - 1- 011 concrete �O _ sjdewalk. 7 I . — - _ z low wall — 1 0 All I 2 - L I I�!ifli. `° STAFF 121 LOUNGE GENERAL �». 1 STORAGE�,rllt,,4�l,r:l;l.,'' '_iI, MECHANICAL - _ I 8 -O (� L { ! l l spff' 1 I I ,11 127 EQUIPMENT N S-3 I 8'-01� jl1!1IC1(!I �`!� !l! f il��[_ I- _� � ; I soffit�I ! r�. • -_.__ _ I O 6 fr 6 -_ - o i q�ICII� � A 8 Q�/ --- - MALE •. ' r � `tlil'lr! IrAiir�'f, r rEr _ __ 1 : soffit 124 TOILET I ! i[ i. 1 i 41T .+,li I S 3 cc low wall {� I u -- ---- _ [iI V _ __ --_-- - - -r . a ,I DOCTOR r� : ,! I i -I.!_, I ELEC./ 120 OFFICE A`5 128 TELE. ^ i 1�- -� I j soffit 45° I $_oll '` ' ' `�1 I Q �' _ — - O . C�A- 6) BUSINESS p Ip I 118 OFFICE 117 ATRIUM/ 12 �,SIiG� �ATZ �Z COMPUTER/ D I 11 - , q 129 �FZO i I 133 DOSIMETRY P :,�, ®� 0 S 2 10-0 E �- r RI.C.) - \! 6 S��Ij _ A7 _rItl'�fl'I 4 �---- / film 8-0 $i _ ��. L-N a �/ OI I C!t,�•III,�F.. �, c, \ I I Illuminator computer , l; ■ 1Ucc I IUD �--I I I I printer -.} F��- 1 _ _ 00 �w 1 . t_ -� I l ♦ y_ Z DARK IN I 1 <CCUV= 'n DOCTOR I 132 ROOM a _ c�Q 119 OFFICE 7-- N C9 Q SEC D N 1. 1. 11 A•6 4. = 8-0 film ! 130 WAIT1f�16i •.\ illuminator, l R 1 „ �s d A`5 L1_ I1 8 __ Irr, control >:. lI iC) S `. I' R HO _ j rr 17 8 j s s tl Fjr•r,� —_ ._-_.___. 4. �f�`('r p�a 1, �`C7 ,,. nl -- _ 1. 4 ;.. ;.. . f •' I � _ N C.) 1 81^ O Q 1" ! I i T �I 1 l l,i ! k.l., �' 131 CONTROL-- VIEWING/0 A 10 _1-> 1FLl,.i.1. u,li �• li ' 116 DICTATE .�,. lF,�r.f,,�l.�,-�[.. I II A 4 O; I ..I r r t + fii r _ . _.. _ I.:' _ i11:�' i 1 [il .[1�0 Q�, ilm essor N.I.,S -�T� f 16 ,1 I Pro4 ( cutter burner & - / ° Ci 10 3 10 10 $.;> h.: j Tlrj�r r.-k1 I I. I ; -j tN.LC.) exhaust MATCH LINE Cp l 45 �I. T ;i ,...,:. fl+[ - - tut r me hood r'. MATCH L I N E A I � hod ;4r. IL.1 o�u�ato fu ........:. _ r III EXAM 1 1 2 EXAM 113 EXAM - 81 011 8I-011 81-0C' I O _ RE.. lON%- -FQD t4 Bi 1LI 4 135 CONTROL - _ O - O rn - 1 -/ N soffit ` { 8 {7 I n t L-' low i I 1 cD i'� 10-0 --1 - - - COFFEE 15 Jr[ `�4 I _-1 { - t.✓ "" iil wdil l 08 BAR E 15 p soffit. F s I LI . ..--- T;; A A•3 , control V _ anal F—i R-'71 / 45° Z A-- U_ T • I I I[ I I C TREATM N r 'I 111 i i i t[ ,11` ! 1 I I I. 136 ROOM / r pIF A I 0 ,, - pky lights WHEELCHAIR r.� ([_ 9 6 r-- - I / 109 CLOSET 110 ALCOVE L - _�_ _ - --_ 101 ENTRY ;�-�z� �'--=r F REU. film r T TMENT / Q I I R �r Q [ — r�'rr , tt I • I (r illuminator �O N ' L.08 qY ! jjj jjj I il-C !j0 \ B I O 102 WAITING soffit ! f [r r �[T[_1 I��;CI.(i 1Tl ;jl[ [1 I C _, r I --- - r� t i _,� I I r I i III I► I --_ 10-0 103 ALCCy4E aI 1 I I I �•t.. C L�'111 i,, • I_. , CLINAC — 1 ' I ! I II ' -- l.c:) I F I j� O � ; N 104 VEST( lL E O l I ..� FEMALE A 2 HANDICAPPED 5 105 TOILET f,, ° 8 O, ,, , . 9 I ICI �, - r _. _ 1__ �:• I I r l / 1 f , I 45 w.. - I , - . _, Fit E _...... to wall, r 1/y ( ^ O Edge of canoe / \ above. \ / Yr 1 1 _ �\ - 17, MALE r HANDICAPPED - CA EI7 -Brick paving 106 TOILET I g 8'_ 0" _ sidewa R. q 1 ` JANITOR I07 CLOSET 41 f;-I1j j,r l;llt' (I it + ; �`;. '' %1 DRAWN F It �' , h '— '� 17`-10�' 5'-4" BY: RLB ' 43 {,r,r I ► ;> oI�I Is► IL, II et ! CHECKED � •� ! i I .I ' I I .r , e ! i' ' ` 11v,- ! i i i.[... I I, I� 1 : BY: • •� s �! ��P. "'I' ' ! . �I'" i 141 i,i.,, II I.. I I ( �I° (1 j6. ..1. '. lllti sl. !( ''� DATE:7/16/82, I i a• I i r r 113 REVISIONS.. WALL L 1p �i,�.r�' II' 8_CONCRETE BLOCk W'/CONCRETE FILLED I,HOUR NONRATED .METAL.STUDS_.ot•1 ,j „ „ (' I I CELL. W/ REBAR CONTINUOUS• DRYVIT FINISH O.C-.W/ ON LA E .5DE�CXTENDX" GYPSUM WAL i l EE I!�? SYSTEM' ON EXTERIOR. 7/8" p�ETAL FURRING r,. „BOARD'ON,EA TO DECK ABOV } at 1611 O.C. W/ 5/8" TYPE "X" _GYPSUM..WALL W/ SOUNDPROOF BATT INSULATION. `. BOARD . EXTEND 4" ABOVE FINISH CEILING ON INTERIOR. 5{ W M.S. 1611 O.C.•� v 0 Y l HOUR NON RATED - 5 .S. _a W/• • . LAYER- 5/8 P� X W. B EACH SIDE W/ 8It CONCRETE BLOCK. DRYV1 ' FINISH , SYSTEM SOUND ROOF BATT INSULA�'I R I G PP Q qqpp 00 pp 1 t: '• _ PLAN r W/PANZER -MESH ;T0.7.'•-0" HELGNT ABOVE,:,' .. SIDE TO BE LEAD LINEDNEFLOOR FINISH FLOOR_ ON EXTERR1ooR . 77lggl'-MET L „-' , FURRING ot. 16". O,C. W/ 5.8'! TYPE IIX'P... -- NON RATED- 3�5/8 METAL STUDS at 16"O.p � COM81VJ11S1OON .®.E - j GYPSUM WALL.: BOARD EXTEND' 4 ABO�IE k W/I LAYER 5/8 TYPE X GYPSUM WALL BR NO. r ! I�_ QFINISH CEILING ON INTERIOR ON EACH SID -'EXTEND 4 ABOVE FIN -IC G. I O '-O" HT RADIOLOGY IDE TO''BE LEAD LINE T 2 HOUR 'FIRE.RATED 3 5!8" METAL. STUQS at l6" O.C. W/2 LAYERS 5/811 TYPE'!X" ,GYpSU WALL '. • e • • o' . I HOUR FIRE RATED 3 5r8"-METAL STUDS atl6° SHEET BOARD 'ON EACH S1DE,EXTEND TO DECK O.C. W ON EACHSIDS1 TYPE "XTO PECK WALL NUMBER ABOVE W/. BATT INSULATION. 2 HOUR FIRE RATED - 3 5/011 METAL STUDS ,at ;-.-T- NON RATED- 3 5/6" METAL STUDS at 1611 .O.C.W/ _ 16" O:C. W/ 2 LAYERS 5/8" TYPE"X" GYPSUM 5/8 GYPSUM WALL BOARD ON EACH SIDE.:'_ ' p p� 8O WA&�AB BWABATT INSULH.A S' EXTEND TO DECK EXTEND 4" ABOVE FINISH CEILING g� E � , TQON. ONE, LAYER, r GYPSUM WALL BOARD TO BE LEAD LINED UP -'— REINFQ•RCED CONCRETE WALL W/7/811 METAL • TO 7'-0" t-IEIGHT °ON RADIOLOGY SIDE FURRIII``�lG at l6!' O.C. W/ 5/8" G,W.B. EXTEND OF I. 4 4".ABOV FINISH CEILING' {{pp � I ,, 7., , , I . I I � 1 f I . I '� I 111 ` s r tq N rf + j Rt t r Q ;a'' , , _'!r _' . s;r ? 4!d�, s .? . y' °yX 1� t a f� yt �I Y r re -a ?�j N i r f tr t; ,�i* f Y .. 11 " d - k f'. ,M �C S. n1 7.P .fy F i I .. _rc 134ff r ;dt r , ,ct { *1 f �t ,%v E:1 _ ,Ir` 1 t ;% , ;' , �,.I,f"V .���-�;,1�I QI ,,,., ",,1, - l eYy .I1Ir '1I . J r ,i:1 i�I. .."i %",,,v. 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I. ;,�.�" �� .. .��4,,"`' ,, _�,�' ,,.%'; , f-. .�, : �. � ��. !, .:,. -. i. � . . . . � .I�:. . �. � ;� I � II I I I -1- �� �,�,I. I., �, � X; , , ."I..11_-_ .­ .­ : . ,,- . , �; , �,__' . �' I . � 1 e a , . : r 1 - - ' _ _ - 1 ' r >I ` r 1 .. i ' 4 kkr t. a low wall Mromp-M a I. . 11 A. , I p Hj imuk I / 4 1 1 —0 11 muu� Nim 811 p.q. A 0 LO N (n 0 00 W (D 04 0 W ce) I z X cf) < 0 N am 0 'q . cc -G W 600 c) -j co a: LL O o DRAWN BY: R.L.B. CHECKED BY: DATE:7/16/82 REVISIONS: COMMISSION N 0. 81-103 SHEET NUMBER: 6, OF, srAILER SERVICE & SUPPLY INC. 186201 BUILT-UP ROOFING W/ VENTED,,, CAST IRON ROOF DRAIN BASE SHEET 1 , 211 INSULATION BOARD CUT & FORMED W/ COQUINA LAMINA APPLIED j INSULATING LEAD SLEEVE SET ROOFING GALVANIZED METAL FLASHING'----. I \ REINFORCED BASE FLASHING - CEMENT ONE WAY ROOF VENT-- a REGLET CONTINUOUS. ,_�8�� BEAM BLOCK FILLED SLOPE TOGRQOF DRAM SET IN ROOFING CEMENT • I cv ��FASTENED at 16. O.C. - W/ CONCRETE a 1 - 5 0 u 301x 30' LEAD FLASHING FLANGE _ METAL BITUMEN DAM REINFORCED CONTINUOUS BASE FLASHING \ 2 RIGID I INSULATION BOARD SET IN ROOFING CEMENT INSULATING CONCRETE c OVER METAL DECKING W/ i REINFORCED VENTED BASE SHEET a �- J, !COAT,, _ - - TEND SLURRY BASE FLASHING BUILT UP ROOFING W/ c „ PLY ROOFI,� G SHEET '.EX �`' 611 la INSULATING CONCRETE 6u la VENTED BASE SHEET --- - E 2 RIGID INSULATION 4" ABOVE CANT STRIP =N _ BUILT-UP ROOFING W/ _ BOARD OVER METAL DECK ` f VENTED BASE SHEET cD' W/SLURRY COAT CONCRETE 4 CANT STRIP = a f== w- r� 11 CONTINUOUSy:-h .:�_I 1I FILL BLK CBLS 0 -- - 3; with - -- �, - h CONCRETE and ' T P F REI FORCE n - p N 1I ° ; I N C�N RET R p K 6 la 4 / 5 (typical) ,. C E OOF DEC SU ;, /� (yP ) : � - - ... .......... •.,. ` ' -. ,. - .: • at TREATMENT ROOM _ - - , . SLOPE T DRAIN 'A s •i `• .— _..-- ____._ ...__... --- • 1 _ — ..... - - - - - ,Ls - 211 RIGID INSULATION 411 II BOARD OVER METAL =� 2 RIGID :INSULATION OVER CUT PLUG THRU INSULATING CONCRETE STEEL JOIST DECKING W/ SLURRY STEEL JOIST--"- I II II I �--- ADJUSTABLE DECK CLAMP z METAL DECK W/ yyLU RY a INSULATION BOARD a REMOVE FOR COAT CONCRETE " COAT VENTING. -"--RAIN WATER LEADER o N STEEL JOIST--- �11r II it I , II �� II•,, • � I I, ii jj II I II • � ' II •. j 1 D ETAIL. D ETAIL P7 1 1/211 = 1 Oii 11 /2ii _ 1-0 DETAIL B7 DETAIL A? 1 1/2ii = li~ Oii B7 drainflow . � I I/2ir _ 1i oii SIMILAR over f low scupp r CA7D-J`= -- - - roof drain 300 `.1 6 H Ln CY] tom• 0 Lo N W O00cD cD M 1 �0�•<�� II m a pN1 LLJ v W cc 600 0 a:Jm �.� M a �• _ z a cc SIMILAR 211 211 INSULATION BOARD A 7 — CUT a. FORMED W/ • c !/ '� COQUINA LAMINA o SIMILAR \ APPLIED CL 111 EXTERIOR PLYWOOD- _ACRYLIC DOMES ONDARY --_ GGALVA� IZED METAL��-'�� F LASHIN a REGL T G E j scuttle .CONTINUOUS. FASTENED r P.T. 2x8 NAILER - EXTRUDED ALUMINUM _ high point at 16 O.C. I CONTINUOUS 81 cc P.T. 2 x 12 FRAME SKYLIGHT FRAME i ANCHORED TO STEEL ANGLE / ;%� �� ", c METAL RUNNER _ fi 7 �\ / over f lQ „ -- I at 16 O.C. Uj W / 3 -1/2" 0 BOLTS, NUTS >� -- -`--. i p 7 i ScuPPer 4 CANT STRIP CONTINUOUS ~ E (i N WASHERS ON EACH SIDE `'��\ i TYPICAL \ /_ -- �"I , '` .� j r OF WOOD FRAME - WALL \ /` roof drain 5/6 TYPE 11 X" rn f PLY ROOFINGESHEETS B \ I I I GYPSUM _r 1 1 u R u \ _____` _ 4 CANT STRIP CONTINUOUS B7 �'T `` EXTEND 4" At30VE�' BAD W \ �� CANT STRIP g x 31/2 x5/16 PERIMETE - AT �, ' �ry'-- • � < - 6 STRUCTURAL ANGLE L.L.V. \ - BUILT-UP ROOFING W/ VENTED TYPICAL _ B 7 /�, I BASE SHEET EXTEND TO TOP j - �; roof drain o roof drain A7 INSULATING COIV�. , ; �" �'i� I tTIF�I�,o.. GA STUDS F. ® 0 OF W00 FRAME CL \ SLOPE TO - I U`n over flow ! `� s ROOF DRAIN TM = ' I �� W °C _ scupper /' C - I I W 2 RIGID INSULATION BOARD -_ ` „ „ „ a : _ _ OVER METAL DECKING W/ 2 I/2 x 2 1/2 x 1/4 m �•... i 5/8 TYPE." X" GYPSUM SIMILAR` • SLURRY COAT CONCRETE ( I ` CLIP ANGLE- TOP a °®' `�° WALLBOARD W/ - - - - - -- �\ - I CASING BEAD at TOP -- \ N7 BOTTOM CH STUD AM �• :., I'I high point point high \ 1 '\, high point ••,, STEEL BEAM 4 INSUL ING CONCRETE �� over flow _ - I. I `over, flow scupper . - exhaust a 0 11 o drain � 2'_ 6„ ' - vents I I I - 101/4 2 RI(Ip I SULATION BOARD �'' G `'� -I GARUC �RALIT�� L 8 .STU Sat -4oc. drain.-- o A /SLUR T C�ATECKING WI♦ C ' - a i `rocZf drain o+ DETAIL • L� -_ _ -- DETAIL �� 1 / 2 ii - I i Ott c / roof drain n _ i u t' _ a%oof drain s G7 ' 11 / 2 1- 0 c K7 roof rain' - j/ -LAM ' L7 % _ � N 30° 21 INSULATION BOARD REINFORCED CONCRETE WALL -_ high point _ r _ / high point REINFORCED CONCRETE -�--` ��. �✓ ` u CUT a FORMED W/ __�'~ - 11 kr1, PARPET WALL -. 2 LL COQUINA LAMINA APPLIED SEALANT CONTINUOUS -'---� - 'SEALANT CONTINUOUS / I �7 '�;, • ' 3/4 - - .._ SPRINGLOK FLASHING SURFACE : SPRINGLOK FLASHING SURFACE sky lights i �_ -' SEALANT CONTINUOUS— _-__ `N- p E7 111 EXTERIOR PLYWOOD ��P.T 2 8 NAILER MOUNTED, SET IN ROOFING MOUNTED, SET IN ROOFING / ,.�._�,`N CONTINUOUS 8r FASTENED CEMENT W/ DRIVE PIN 8t /CEMENT W/ DRIVE PIN & / \ TO METAL RUNNER a NEOPRENE STEEL WASHER NEOPRENE STEEL WASHER -_ :- REINFORCED BASE`FLASHING= �. t - ACE 16" O.C. '„ � -• `_ „ i' __ MOUNTEDKSETANHROOFINGF / �... SET IN ROOFING CEMENT � 4 CANT STRIP = 4 CANT STRIP CONTINUOUS '' _ W/DRIVE PIN 81 CONTINUOUS / hi h point NEOPRENE �TEEL WASHER !1� I / ,P.T. 2 x 8 WOOD FRAME - , ^ ' REINFORCED BASE FLASHING 1811GA. METAL OVERFLOW 4 I t t t}" FASTENED TO METAL STUDS REINFORCED BASE FLASHING- SET IN ROOFING CEMENT `�� L:t_ .,.., SCUPPER .SET IN - SET IN ROOFING CEMENT ( _ roof drain REINFORCED BASE FLASHING-- - t� LL ROOFING CEMENT \ /�-BUILT-UP ROOFING W/ C7 SET IN ROOFING CEMENT I BUILT-UP ROOFING"`- VENTED BASE SHEET REINFORCED BASE - W/ VENTED BASE 1 t _ - z ''' roof drain �ti' FLASHING SET IN ROOFING et- °SHEET E CANT STRIP - - INSULAT NG NCRET CEMENT I I I op ` SLOPE TO DAIN E7 4u 0 ...•,`, ,, ` U o ..•.-�5.•+I- _ SEALANT 211 RIGID INSULATION BOARD A7 ° / BUILT-UP ROOFING - T�- 611 OVER REINFORCE CONCRETE �- W/ VENTED BASE ___ -- - - - a' gutter a - 211 INSULATION ®OgRD ON INSULATING CONIC -- --- -- -- - B7 SHEET +� 5/8" TYPE'IX" GYPSUM SLOPE TO DRAIN _ - _ ��, � downspouts -- ^`- -\ WALLBOARD ON 611 11 / i INSULATING CONCRETE -_ - ---- - - STRUCTURAL STEEL STUDS 2 RI ID INSU ATI N _ _ H7 SLOPE TO DRAIN - - - - _..-.._ _.- _ -w G pp T -- — - at 16 " O.C. BOARD OVER METAL _ ti / 1 E, _ SLURRY COAT _ f BUILT-UP ROOF W/ ,;� DECK W/ SLURRY � -_1 ,_, \ _ _ '�, _ � � ''' _ .- ,e - `t _ \ , 211 RIGID INSULATION 8 VENTED BASE SHEET �V - _ SLURRY COAT \ o BOARD OVER REINFORCED CONCRETE INSULATING CONCRETE - SLOPED TO DRAIN '~ --_� _ • _ -- 211RIGID INSULATION BOARD OVER METAL DECK W/ DETAIL J 7 SLURRY COAT D E T. A I L ROOF PLAN I DETAIL C7 , 1 1/2° = li-ii OI I/2ii - li-Oii it f ow u i I - a drain 1/8 = 1 0 I I/2 ° _ II -OBI I,_ Ott -----BUILT- UP ROOFING'W/ VENTED OVERFLOW DRAIN PIPE . METAL CAP FLASHING SPRING ---.�o �- BASE SHEET FITTED SET IN ROOFING CEMENT p C p g LEAD SLEEVE SET IN <' r .~SET IN ROOFINGACEMENTSHING r ROOFING CEMENT W/FLANGE 2 P.T. 2 x NAILERS CONTINUOUS �- __ ---,ROOFING FELTS EXTEND TO WOOD NAILER SLOPS TO EDGE BOARD METAL ROOF SCUTTLE W/--- INSULATED CURB N\ „ FLASH G SREINFORCED T INFROOF G BASE SEAwrth ROpFIDOWN �CM,OENNTIN000S 4NCANT STRIP CONTINUOUS REINFORCED BASE FLASHING - ��� 2 RIGID .INSULATION BOARD - _ SET IN ROOFING CEMENT i BUILT-UP ROOFING W/ --- OVER REINFORCED CONCRETE REINFORCED BASE FLgg�ING METAL DAM _ 4 CANT STRIP z REINFORCED BASE FLASHING I -oil VENTED BASE SHEET , SET IN ROOFING CEMENT -, SET. IN ROOFING BUILT-UP ROOFING W/ CONTINUOUS 6 SET IN ROOFING CEMENT - SLURRY COAT CEMENT VENTED BASE SHEET --- - 18GA METAL GRAVEL STOP-- - ,� ' , y.,,,. ^. .,...,.. _�,,....• y.� _ ti-.-^ ��,F- REINF��RC ®ASE�� , �,,,,,;._, }' BUILT-UP ROOFING W/ CONTINUOUS INSULATING CONCRETE ''- - BGA. METAL GRAVEL STOP with 41t CANT STRIP CONTINUOUS _ a N _ o FLASH G �T IN VENTED BASE SHEET SLOPE TO GUTTER - METAL HULU UOWN CUN fINUOUS _ 0 n �. _ CEMENT ­ INSULATING i ROOFING CEMENT tr w .. ,; u BLOCKING .6 o lap . � i - , • ;• . , _,.. ,,.. - .., . INSULATING P. I. WOOD BLO --�` I SE IN ROOFING BUILT-UP .ROOFING W/ J - ," WO __ VENTED BASE T f �'� SLOPE AS REQUIRED P.T. WOOD BLOCKING AS REQUIRED VENTED BASE SHEET 6" r BUILT-UP ROOFING W/ I CONCRETE a: _ `'"> SHEE - TO DRAIN '� _ _ c - 20GA. - N ° u 11 11 n i6 ,-� — -- '" 11 METAL G TTER - - . 4 CANT STRIP 31/2 x 1/2 xN//16 >•', U 2 RIGID I I INSULATION CONTINUOUS \m _ - - PERIMETERA LE u - - -- BOARD --- -_ — - � SLURRY COAT BUILT-UP ROOFING W/ VENT •h_ ___ c x; 1 ,:,,,tr,r�r;l1 REINFORCED �. - O I. BASE SHEET VENTED INSULATING CONCRETE INSULATING CONCRETE _ CONCRETE 20GA.METAL DOWN 6° . , - ^"' .. =% -I `' INSULATING CONCRET -r�� II kI ? r� .t. .SPOUT ' y -11�c z1 _ INSULATING CONCRETE SLOPE TO DRAIN +�' - 2 RIGID INSULTION BOARD -� \\ _ - RIGID INSULATION I -2 RIGID INSULATION BOARD ON METAL DECK OVER METAL DECKING W/ - f \ _ €o REINFORCE . _ ,`�: OARD ON D '• 2 RIGID INSULATION BOARD CONCRETE �` OVER REINFORCED CONCRETE 2 RIGID INSULATION -� SLURRY COAT _ - - i ' _ 3 - n / 11 11 , �'�,�= BOARD ON METAL / U x l 4 x 12 STEEL FLAT STEEL ANGLE CONTINU US-- -= �- SLURRY COAT OAT w BAR WELD TO LADDER SLURRY . see structural dwgs (typlca l) _ - a PERIMETER ANGLE • {Ljfjf I - .. SLURRY COAT _.._ _ 611 3 /2u�c /411 _ , RI PE iIMETER ANGLE L.L.V. STEEL JOIST BEYOND WELD TO 3 1/2 "ANGLE DETAIL D E TA I-L G? DETAIL F7 D..E_T A I L DE -TA I L o� •_ ; ( I/211 _ liii it i0 ii II _ i Il : ii i u - n i ►i ' 1 1/2 = 1-1 1/2 - I -0 11/2 = 1-0 l 1/2 = 1--0 S1A(LER SERVICE & SUPPLY INC. 186201 DRAWN BY: R.L.B. CHECKED BY: DATE: 7/16/82 REVISIONS: COMMISSION NO. 81-103 SHEET NUMBER: OF A 't O tM 1 1 T TOP OF PARPET ELEVATION 117.Op r 2l REVEAL — 5 ti 1 BAND _ � `• - COQUINA LAMINA FINISH' lo r r l , CONCRETE 1 'AVEMENT SIDEWALKLL FINISH FLOOR ASSUME ELEV. 100.0Or ; q' TOP OF PARPET ELEVATION 116.251 i� co FINISH FLOOR ASSUMED - ELEVATION 100.00' FLUTED CONCRETE ­ STRUCTURE W EST ELEVATION 1/411= 1►_OII FS'TwRUCED TURENCRETE —SEE STRUCTURAL DWGS for FOUNDATIONS and FOOTINGS — Q ' 0.0 ti Ww TOP OF SCREEN WALL U)u1—MZ ELEVATION 105.5 U Q �<Z Qa ---=-COQUINA FINISH SCREEN WALL DE] D El cr z Z!:J. U.- • J r / T. T .• 1 t • - n • l-+ PAVEMENT FINISH GRADE �L -- --- - VAT ---SEE STRUCTURAL DWGS. for NORTH EL E� Y HT �.®N FOUNDATION and FOOTINGS (typical) 1/4 It _ J1_ 011 STRUCTRONCRETE--- U \ TOP OF PARPET ELEVATION-117.00 — G. L. C. VIA 1 1 `J 114 I -- 1 / 411 I'_ 011 ti O tM 1 1 T TOP OF PARPET ELEVATION 117.Op r 2l REVEAL — 5 ti 1 BAND _ � `• - COQUINA LAMINA FINISH' lo r r l , CONCRETE 1 'AVEMENT SIDEWALKLL FINISH FLOOR ASSUME ELEV. 100.0Or ; q' TOP OF PARPET ELEVATION 116.251 i� co FINISH FLOOR ASSUMED - ELEVATION 100.00' FLUTED CONCRETE ­ STRUCTURE W EST ELEVATION 1/411= 1►_OII FS'TwRUCED TURENCRETE —SEE STRUCTURAL DWGS for FOUNDATIONS and FOOTINGS — Q ' 0.0 ti Ww TOP OF SCREEN WALL U)u1—MZ ELEVATION 105.5 U Q �<Z Qa ---=-COQUINA FINISH SCREEN WALL DE] D El cr z Z!:J. U.- • J r / T. T .• 1 t • - n • l-+ PAVEMENT FINISH GRADE �L -- --- - VAT ---SEE STRUCTURAL DWGS. for NORTH EL E� Y HT �.®N FOUNDATION and FOOTINGS (typical) 1/4 It _ J1_ 011 STRUCTRONCRETE--- U \ TOP OF PARPET ELEVATION-117.00 — G. L. C. VIA 1 1 `J 114 I -- 1 / 411 I'_ 011 ti TOP OF FAR_PET ELEVATION 116.25'— •- J - - � - - _ i ... • , -• ' - ,' .•. . • • ` ' •.. ., . , �, ,• ' I •. ; _ - l COQUINA- FINISH--.----. -._ +• - - _. _� •.__ - -.----_._CANOPY t-RpVEAL -� BAN COQUINA - -- - ' i F N I SDI COQUINA- LAMINAI FINISH\ METAL , O.. _ TOP SCRE N' WALL' r TFtANSQM PANEL FOR �_. r • i ---TYPICAL-----_ _ TOP OF SCREEN WALL D I O ,- - and FRAME _ _ ,O - _ CONTROL JOINTS _ � � , ELEVATION 105.5` ` �! ELEVATION, 105.5` - �' SOLAR BRONZEGL"ASSandLUMIIVU . - SLIDING GLA S DOOR --4--/ I 0-- ! • , _ ,_^- _-_r'C�QUINA FINISH---,:_,. "--:---,-COQUINA ,,SREEK _---`` .--- .-— COQUINA FINISH , I lWALL SCREENWALL- ! ' �� ' ' ----CONCRETE -- - � , �.; ► i "� , SIDEWALK , PAVEMENT FINISH FLOOR AS. UMED ELEVATION 100.od F- ___T_-__ -1 / L, -- - - ' 1 . - '- - 1 / t » - - 1 BUILT-UP ROOF ON INSULATING - i . I CONCRETE OVER RIGID INSULATION -1�1:--- .*­17-- [. .-.....,.­-:.. * ,, . I, - : . z` .- ,. 1L.... . ...." .. rL.-_-I-., -.Ii..:- . - ,7 II /�'f . BOARD a CONCRETE STRUCTURE See specifications for conc. wall finish ,both sides. ,, ` BUILT-UP ROOF ON INSULATING . I I 1; F11 I r - II. .-I . I .. I I =II 2. A , ==-0 '1T .k---1 . ., . I. - CONCRETE OVER RIGID ' - G 7 - --- _._ - .. - - INSULATION BOARD &METAL DECK METAL CAP -_ __ _. ___._.__._ . ___-. ____ _._ __ _-_ , FLASHING �[Q a to a to _ -- - _. ---- - -d _ E 7 e • . , - -- ---- -- , - - -- - I I . - -/-- - - - - --- - _ _ _ " I I IIi,.�;,!-II�:i1 ::?1,:I . -I ,. . II .,. I I.e .I . III ­,I,r.--.I .r-R...-1-..1- . I . /-------1U7­7,-. ­r.z­.:-. --_ -- ._-._._ , -sfo l: -. =tomT_ ...__._.. _-�­11.­I;..,-,--�- ---- -­.,,,­­­-,---,.- -I-. ----. - I --. - --1 -­--. \/\I..� .-II-.- -.-, --­--,--- �-�--�---,---,-_-.-,---W ---..--­ -­­-­­ -­­�;-­- - I � ----.-,.- II -9­-1, - =1 ���- - ­I11--- -----i-­---------- TII- ---- .-_ :I )-�L�z_ '� lI­ ­-'-17 I .----- -­---- ' ..--J- L I(. �--I .-i. -t0-dram _ -_._ . _ _�.�..- _ - . __ -. . -.-__. _ -- . - - -- 1' - -__._...... ____..__ -_. _ _ _- - - - - - - - r - _ . i _ _� dr _w ai N - _ _ 3. JOIST BEA ING _ _ __ �_. ;. ' ��+• L V. 3 4 �. I - � - � - a I J. ' ( ` i . _ ' • -ter - _ I ' f _ I--• E I I 3 • V I ^ I R D. , ONC RETE i__ .__ . --- TT --- -- -- ; ;R EI, CE G ---I f.' u - L H I . I , �U K EAD r """"`�I T. ,I I. "- �--STEEL JOIST 4 _-=- ... --- _ I W.B. - . - - - ---- - - - - - - -- . _ II II .­!,,1,.:-�-11. l._ G _. - _- - 1.-� 8`IC.M.U. WALL CEILING METAL �:_ TI ' ' • . - TRANSOM ,.; - .�:.: __ CESP LANDED G.W. B SUSPENDED ACOUS C p I�I LI SUSPENDED ACOUSTIC----- c , CANOPY TILE CEILING -- _- - PANEL .!_ t.. L TILE CEILING j ___ _. - jYIETAL _ r-- --_.:. =: _ ... r _1 _ _ f.. t, . 1 -•_ I , �' c I U CEILING - - isosiot �y ethers J , 111. - 1. to O COQUINA""-- - "I f 1151 C RIDOR •Il - CLI AC see 'shee.t 4 10 for ' 0 � MECHANICAL SIMULATOR II i � Isocenter 136 TREAT ENT doom detail, � GARDEN FININSH I O 127 EQUIPMENT I 129 ROOM { - 1 10 ,0 I 1 n , I i t - . 11 I 1 - - ----I % I ' .. . , DECK A80VE I = 9 -6 I / r G.W.B. ON + -I , O ;: /: :. METAL FURRING - I tt I -- ____ - �- I , u 13 �C N ROL o 1. L o ` --I-.--, SLIDING r....- I 1-- - I/16 LEAD , , '_ 1 -- GLASS K I j LINING �' I 2 HOUR FIRE-%' It DOOR concrete sidewalk - 6 CONCRETE G.W.B. ON- i 7 4 concrete slab RATED WALL ,SLAB w/ 6 ic6��c 10/10 METAL . .1' --see struct. dwgs. for I fl. line F: tv w/6x 6 x 10/10 w.w.f. typ: I FURRING ;F`` floor ,recesses. _.-._ j I _ -slope gr de io o o`s'o I I �iIIII�iIIIiI .Z. )\,-....".1. iI':, 1.H.I II 1-,.,.:.- ..- YP --) r cflNo ,.L . I ­ I .II I I .... . .. .. 1. 11 -. I. �-u ­­�.;I . . . ..- 1,. - . 1.. FINISH FLO SSUMED w w.f. t , !i =drain:- :' w M c /,�- .:.....:.:-;_­r��. -. ...1- -.,1I.­I.Ii - - h -�' N --:' 77.F77�'-(�i- lA::,;' r r, _ P NING FOR r. - � � \ r LEV. I 0.00- ; ., , �f �..v 0 E �° - � .,. -- ,.�..V�;�, . /, 1' �;, �r E 0 , ;.� _._ , G..� �. T e ° mw �. -/' r �% �rr� 1 _, \ / te�/ S R SEE r*�. '`1 1 �� �i ` ONCRETEV- - r ? Com acted fill t I/ OOR PLAN , r. r fi line. w T a �i /���' P YP 4 FL �_�-Com acted fill fi >.::. :<'.:::;.::: :\.y� P yP•� (see specification SHEET 6 : ' SLAB (see s ,cif.) ::.::, , (see specifications) BUILDING SECTI O N �� . ��r��', Compacted fill typ. r r� 1 � " ' ci (see specification) See struc. dwgs. for • o . f , . - I - - foundations a footings (typ. . ... . . _._ z i 1/4 = I - 0 a mm� . t - t cc - O BUILT-UP ROOF ON INSULATING- .-� --- CONCRETE OVER RIGID INSULATION -, SIMILAR . HIV BOARD a METAL. DECK ; II \\ g7 B7 - I i III i / -i .. .. -- - - - - - yy J r • ; ... - al n _ 81 - - - - -- --- -- i 0 SLC _. _ -_ _..._.7_« ____�.� _.:.-...___ 0 e tp -d . - - OhQtf1L _ - _sla 2dcaun---- :.: ___ to e t _ - ---- --_ _ raLn _ _ - - - la e►�t - _ s oRe-to-drd _ _ - e=to_d[SLtI1- - - - --- --- - -_ _ ----- - - - . to slop ____ - -- - - -- - - - . - - ---- 1 -------. _ _ , ' sue;:,_ - --�-- I . 3I -- I. - - _ .:. .. . .. A - - - -- -- - TOP OF BEAM :-- - r- - _- --- - - _ - - r- 111 . .I.-- 77=r=-__-I;I I: IJ­- II Z ) --- , FITI- - I1'3 ­­----- 1­ 7 -. .I .- --.I -. -.--.--...--. i. ( ,,74",v/"15,1.,1. r7 ELEV. 113.54 . C U/ • - - --___ - -,---- - i- - - -- F I N l _ I II;1II -U"� - I - . - +113 - STEEL i . . J13 I - . - - JOIST - - - - - - - . - I TE L -- -- - - - - - .; I . S E _ --- -- - - -- - - , I _ _ . _ ) 6 __ ._--- -_ I - . JOIST - - - BULKHEADi' li Iii1 I it'll jI iI' O .®; i i N 1 II i 11{I it I ii1 iI'�� 11 ii1) �_ r �1 �i IjI -i ZU �.. _ : ;.I iM TI7I TR I ,. �I 11 II'(ll �METgL CANOPY; �� 11 8 0 METAL 1 Ir ,1 + II, ( II - U cp - METAL CEILING !: 7;R �VEALI lI I ) �, I1IIj I� illil, .i�'� CEI ING i jI {'�; I '��"',,:_. ,{_ _ ___ m -_ . _ ---.I I, II ,r If �( _ ------ - - . - -... __ - 11' �I_....... _ - CEILING _ - �� 1 ,-::.> _. .-- _=- - - - C NO PY- - n rF � � 1 - ; { , i •j 1111 � �- - �� -l- I -i A - i �' � ,• �� III' �i ; i �I I, HV SUSPENDED i I I ET AL: , I; „ I: ,1 1, �� QUARZPUTZ G.W.B. �, 1 �� ;I; i` j, ;: I M T I I' ! I I' r - -cc , CEILING I UPENDED •G.V'. .I, ! `E 1 CEILING' 1;�{ ,,,,I,, �� w FINISH ff ! ' S LI .G I : l I i �. I ;i, I "' i,l,!I1' 11 IL 1i1 1 I l I' L„It I; tz I .1 QF, N I ''' l l I I I I ;' i' , I, { I, ,; � !I I i CONCRETE V/ALL i 1 r 1 - O 811 C. M.U. i 1-i I I1 (l 1 I I i I. '!,'III I:i„ 1 pliil ��� Z {. �I . I I :, I ',1;'A �IJMINUM BEYOND i I, ;II11 va r . - -� I j I j 1 i' itI. I 1 0 UNIT I I I! Ili �;; j' I cc_I • 1 I, (�,I D O GENERAL I I l i E_ L::I. I w __._ _ t_= - >s . COQUINA i i l _ - _._ _ -. -_ _. i..l�_ . .. 1.._1. -- , _ - 1 .� .3 _.ice .__i=-i ._1- r. _ _ - ._• i 1 . �i M. - __-._ - _ -I-'-_ F- FINISH 125 STORAGE - _._ t ,._. L I �5 .., F =._-_- kr _�, -- _ 10:1- ;ENTRY. ,�- 1 I 117 ATRI M x • i 1 11 I�. { I i I'l 1, I_ II (' ; .I 'ilT I i I I 'II ,. >3-0 I I OPE I ,1 IIU Q: I I + j !I '(I II- , i; I Ii.'I !I i , I� I!'! II i G.W.B. ON I HOUR FIRE - "I RECEPTION/ j I' ' 1 i i I. jj) j I1 Concrete ; METAL FURRING RATED WALL ' „ 1 11' : I I; I f, I ,I'1i, 1�'i�l 1 j ` i floor - I { SI Pe planter a to 11.4 BILLING , I II I 0 ,�I[ u i line. . sidewalk. d drain. 7 - 6 !ICI I I I �� l i i ;1Idi? -� 1 ��.�-.•._. HF. I ill I .i _. _ -LI .. _ . . . y� _ SSUM DLI� - - - FINISH FLOOR A E - - ---- _ __... - --_ ._ .. . �. �- - , . I . . . �. )' __. -- - ELEV. 100.00 I _ -- - r`_ _ - -- - -- a it � T`, -- - _ /,. . --. _. - - •�`�i�. ��� ompacted fill typ. a 112 "'�_-Compacted fill t p. ,:- T 12 j I \ //ram G _ . � (see specifications(see specifications `i , �UIl�®ING SECTION �sii�t.:��� y Compacted fill typ. r�i, . %, Compacted fill typ. See structural dwgs. for � J (see specifications) foundations a footings typ (see specifications)---_ _ «, 1 /4 =. 1- 0 ;7;......%. ........— ...Z"........":.....i......-:....3�..."..'­......;:...'..,-:..,.""'-..,....""....... -- . iI.7IL ,I 1.. 1 I .. I - .I - I .-.�L.IL '1-L, �. 1. ',I 1­.II. -..I1I I IfI..- :IIII. -=I -­ (,..I,II­ .­. III II ;. IL . �. ­ *. .L .. ,­ II -tpII.. , I IrI- .-,. I . �. .. .1..., L .L . .. .. I.I.. I - . - I II ,L I --I - .. . . ,.I I . I- '\.dIl.. iL. rLI .­�I . . ,­&\ .­:I�iI .1 ! .II I' i�I�� :rii�iII�!I �i�I� -, - .. v-I� �­I I!i:I �­FF----,4-..,--.­II ,., �Il.. I mI ­1-I�,�. -. ".-,I ,,I . ." . ,- - ----II ­ -. L -In-17II .I) "- I- . I -.�I N-FrF!ITiiI -;i " . -I -I `TL- -1-f -.I -.I"� - -''1 I, -, d­=­I. _ --I-.-I --/ --I- '- -- . Z­,-- - -"-1 _,.'_._1,_. ,_. _- a i,I"-'LI .ii'lII - .l.:,I _ . I�-I . .­9* ,.(p-"---- �-.-,-.=z--�,,,-,-� . ---_ -­----/.-­- . .. - ­.--�-I. .:--I-"�:-�.k `!� 1, - I -- -.,---- - . .I .7.-kI E-�1I /�­ 1� . �- - -.-.�-.�. -.--.. -4L- . z : ­ . . -���I �/,1:I iI\._S4I1I�=Ji 1!�1 I-L / "-,I.,. . ,i ---. -, -'rII� ,I�I :.;r-I /--Ur- "Ii1. �,1U,�-I --j I %W''I I;- I - ,. - I . -:.. D-i I I. .. 11 I . . I, -- r. -1I I. 'II?- i....:...".':..,,..""...",".,l .....,..A,I."..'!...".i�....-jl...."...1,i�......�......"..'"*.."""........ , .."I .:­­..M.::"...,....X ;.. ."..: ....X.:S,..:.-..,.%..i,. ."1. ..,...-..".',.,, .".:." '.,1:...,'.,..:,...,­.-'.....,,.,- ..- M- -.. r1.1 ) O. .. . ."-P-.A . . .. --- - . ',L .I1. . - L . (zW,II9 1.6$.aM IW I ,I.tI , ,191.&tL4 I., III ot. . tI1 BUILT-UP ROOF ON INSULgTING SIMILAR CONCRETE OVER RIGID INSULATION � L mil B7 BOARD a METAL DECK -------- .-M1, 1 i0 4.. ' . _ I 1 ,I '..L­ ,I,'I. _T1 '- __\ _ , _/_ - -- ___ _ - _ _ -- - o e'=to -drain..- - -.-_ e-to-drain--__--r� 1 _ . _ .. '- - - --- - -- - - - - ---. - slo e� o drain P _slop _ _ - --- - - - -- - - - - _ - s ---- ._... - - - -- - - ---- -- - - - . - - io a-to-dr n -- _____._ _� _-_ _ ______ __ _._-___ . - T - --- _. d din-- - - - - _ _ _. to , _._ .._ ..,. _-_ T I s e to r - - - - _..- - �- , e d - - - ---- ...._ _._ s o to ra p --_._ __ �_. .. _,.. .. -ems. in _-. - - , O - - - -- _ .. ... - - - _ -_ _ L. - - _ -. - - - -._ _ - UJ> i1 s0I1, m-9.1:u"i' .... ...... o cv JOIST BEARING _ � -- S 1 �� ---L . - - - - - - . INA\ �. - _ _ - - " ELEV. I1a.34 STEEL JOIST .� . SH . . - �- - -- _ - -- - - . .. - _ - - --- . _._...._ _ - - - _._. _ 1 FI I• .J I - G.W.B. S FFIT - - - - - - - BULKHEAD 'N __.�---...-- - - - - -- _ . . - -. a BULK EAD - . METAL . - - SUSPENDED ACOUSTIC TRANSOM �..._ _. _- -_- II- _ _. --. . ._ - =_M12j --.tFILING I PANEL __�_. - -_ -- -.- __.-`' ''TRANSOM -_ - - SUSPENDEDSUSPENDED I SUSPENDED COQ I A _ ._ .- - SUSPENDED = * _ -- PANEL „ _ U N 111E � - G.W.B. CEILING ��- G.W.B. CEILING ACOUSTIC _ G.W.B. CEILING �' 0 FINISH SUSPENDED TILE CEII ING LE D LI, E TILE CEILING c i CEILING - Wl D W - �7 . 0 - O j _•:---8C.M.U. 117 ATRIUM , I 5 _ - _. 1 - .. - OPEN I 115 COR IIDOR i �Ir I . ! DR'S. BUSINESS SECQNp• 10-0� 130 WAITING COMPUTER/ . 119 OFFICE _ DARK. 118 OFFICE I II of . � I 11 �.,`ALUMINUM of 8-Ou ° � l32 ROOM 133 D SIMETRY 1 0 134 WORKSHOP •. r 10 0 YI/IN[�,OW 8-0 :�- I IT 131 CONTROLr� 8`-QII 81-011 I II , 8-0 META FURRING SLIDING - UN I 8-011 11 New grade D GLASS PANELS 4 concrete slab G.W.B. ON li e. . w/ 6 x6 x 10/10 w.w.f. n . I ETAL FURRING _... _ _. . .. � I 1 j M ,. , ' LR. S SUMED { `... 1: - .. 1-I. -I,.I.-.-.I--.-I.., ..---I1 -",-- .," -. - FIN. F A - - .. -.:. _,_:. :. _ ._.. - --- - --- sa �_ - ---� / l ! - _ - , �: i / / �Di h tip. -) wI-­ ­. - I- ... - I-I . 7 - C..�-, -1- I-i , .-..- �­! L- ;i..:r.�-:::: . ,:. .'!!k..iR�i'1*-*1-*"*'\,'?-**���- *'ti";''.'.""-'"".`-,,,". ** !-.-.-.�il.i-!.-�-I,�� -. -..­.: -.­.-IR1N. .--.!i.. ­I;.-.�IE�-T-nI M..,­.­-­ lM. .­-II-;Z.­­-�­.E7.­.-.. MN--. ",-,-Ii, -i-;.- .1 -1--.1. �-:..:'iII1-­..',i z.--I-­z. --- . - -- r _ - ,t; - //.� // / �. < :.... ELEV. 100. a ---..._ .._ _-.------._... .. _. _ - --- - _. II i -•�♦ - i ��. ��/;"�:;. /ice a ,�1. /tea' /:- �% V ' v i r �.� _ ii�✓` 4 C N RETE SLAB,��� �; i�-��,�.. ;''�/i, Compacted fill ty -_� '� / �� (� �.,Ji '/� ; ! .ii �/ IQ Cr, - N12 i< 12 vr::�%:"' Compacted fill ty� ,:.,%^.� p• � �, ; . �� -+�' �-��, w/6 x6 xl0/10 w.w.f. _ Compacted fill typ• (see s ) �;�%`�,Y �..d /` h� ompacted fill typ. pociflcations (see specifications) ?' j�/ �_-----� III, specifications) (see specifications See structural dwgs . BUILD IN G SECT ICON ��%`� for foundations a footings typ. . - . ... _ . i - - . --- -- -- -- - - -- - _ . 1/4 _1 I'0 _ . . . .. . _ .. -_ ..- - _._ . - _-. ... _.. :. I I --------- - - - --- - - - -- n i u a f 16 • BUILT-UP ROOF ON INSULATINs, - . J ----BUILT-UP ROOF ON INSULATING ------ CONCRETE OVER R GID INSULA�i ION C 7 11 - I CONCRETE OVER RIGID INSULATION BOARD 81 METAL DECK BOARD a CONCRETE STRUCTURE I _/ See specifications for conc. = slope to drain slope to drain See specifications for conc. KYLIGHTS wall finish typ wall finish typ. ,J _ . �-� I - � � , � � rt�rd.=w= M'.MYf��r�-' --'-ter`-.--,-i�R: i=PF � rT>,F�'�+'.' • ®®gym ., . • -/ - __ _ - . ) __.-r..-...7slo e- ._ --- _ --..._,_ .. _ _ \- _ __ -_._ - tn�-- - r. , , - _ ♦ • , • , - . - , ' to dr i n o e -font di - Tsla�e � = -- - - -- sto - - _ -- - _ - _ AWN _ _ ._._; -- - -- - _ P f =-. - -- --- _ .-=---... - -- - - - - EXPANSION BY 13. __ _ 8=t0=dratil�_ � , - ---- - r _ - - . , JOINT- - -- . , _:__ _. _ -- r , -- ONCRETE , . , RC CKED O ' I ' - - - : ' REINFO ED C ---__ f , ... . .. . .... _ _ _ r BY 4 N , - _LEE .,,xt1F-#, r.- _t-il>=- l-h - - - ` . r - r - - JOIST' BEARING = _._..-_ - _ - - 1 ;T. . . / ,♦\ , ,..� .. __-_ - - - - - - ` - - - - - DATE: 7/ 16/02. I ELEVATION 113.34 STEEL JOIST // ♦\\ �r ♦` // \ / �� - - - . . . • - .� • -r- • - I �- I ._ ;- - -- - .. - - - - _ - - REVISIONS 1 ., - I ' ( i i ;:...<,s a...s.. <.3i%. i - a: ' r box I , Si£' i an e i I t - III v1 :%'. P - • 1 G.W. B. °, N I U E , H D (see detail) _ -_� , . ..,,::..::.:...::.:.. 1 8 C.M.U. SUSPENDED BULKHEAD E SUSPENDED - 0 UIN METAL Il i �� CEILING i r C Q A CEILING IT FINISH . , ' . • COQUINA -�� «.:;:. _ - - ::,; . . - i 1, ----- - __ ^ _ _ - _ __ .__ _ _ - _ �- - • - CL INAC X I FINISH- .^ ,'r _ I 136 TREATMENT i € .I II u T RECEPTION / "`" TAMBOUR W/ PLAS I I • r ih LOBBY / I c : I/4 •tem lass I . II a<�=;::.. I - - COFF E I ' _ 114 BILLING P g r I TE r ce er i AM A iso t M O 108 BAR fl 102 WAITING # - alum. rams & do - 9-6� fiz :}` # F _ _ _ �WINEBERRY D15 ) , 11 - Z� i3 011 =(v 10`-01I 7-6 - , t - M S N N r 4 - i I I I ;,;<'s s r { i II TAMBOUR /PLASTIC I II - I >.4< . *F 15-.6) BRICK G.W.43. ON LAMINATE .IWINEBERRY D \ Ft i METAL FU ING {k fl. line --=-- GW.B. ON I I PAVING ;!ill II I I z _ SHEET METAL FU RING I 1 J - - - BASE -I--� 1 - € r.: NUMBE l R: II--- _ =- t - �- -t- ♦ �p _ _-. . R SSUMED lI I -FINISH FL00 A - _ .. �� � -- ' _ - .. _ C • \ - i1 I I 'I, -I I-f-- -: V TI 0 , EL• t __ _.-._.._...__-.__---------------_ --- ;.. sBC�',_.--------._--_______-- --_ . _ II � `�` ill t��.-. -//, - �� '� ­• / �_._ _- ._.._-------- _.. - _ /� �;.� CONCR SLAB 1,. a-gg .Pi C� I 7 1. .I . I 1-. . -. . -I.. I I-. . 1.L Z[I I -­..- .. ---I1-.-v I-.-, ..� "II ,.I, .-.­..-; .i....­..II .­..NI� ., -- ,­W1­1I-, - - -I A.-�­ ,..----) �, ,- \\- I '­L. - --,-, :_-;_1 - Compacted f y{x / 4 .. ETEj _1__ ' l i Compacted fill iyp i�r i� / �(�(see specifications �i� a� __ _ _t rad _ . -_ ;C =.,� w/ 6 x x I10I/ 10 w. . f. (see specifications) 1� �! I L. ING ECTI0N ®� - _ 1see specs fill typ. j\- i{�(see specifications) 611 CONCRETE�r ` See structural dwgs. (see ®pecifications) , /,� for foundations a "footings typ. - . I /4' = -11-d' - OF . r 1�i . .: - ,.. , srcn rn SFRVICF & SUPPLY INC. 186201 � 3 - , --- -- . a ' f I SrArLEQSERVICE & SUPPLY INC. 186201 SPRIN LOK REGLET -- __ FLASHING CONTINUOUS 4� CANT STRIP CONTINUOUS-----, BUILT-UP ROOFING - -- VENTED BASE SHEET INSULATING CONCRETE SLOPE TO DRAIN 2 RIGID INSULATION OVER METAL DECKING STEEL JOIST .SEE . STRUCTURAL DRAWING . COMPACTED FILL (see specs) FOUNDATION .& FOOTING SEE STRUCTURAL DRAWINGS INSULATION CUT a FORM COQUINA LA APPLIED R o " CONC WALL CON C.WALL' o a DOOR TO B UGH Q d a o 0 d O FIELD DRILLED - 1!/21� STEEL BY(VARIAN EQUIRCO.) WOOD BLK. d MOUNTING FOR LASER BEAM o PLATE z 11 2"INSULATION 3 - DOOR & FRAME 51811 GYP. Q _ LASER LIGELT r ' WOOD BLK WALL BOARD-, ISQDOT BY v 911 OTHERS 71 3/411 PLYWOOD DOOR PLASTIC FACED a EDGE ELEVATION OF ACCESS PLAN 0� ASER LOCALIZE DOOR & FRAME FOR LASER BHT ACC DOOR & F AME LOCALIZER,LIGHT TREATMENT FOR TRFATM T CLIN C L (N AC SCALE 3i1= 11_ 011 SCALE 1/2"-1, - 011 in ca r- O 0 N O 00 t0 W co�O Z 0 Q N ca d c W 600 INSULATION BOARD —INSULATION 60ARD u °' M 2,Ij' 30° CUT a FORMED W/ 30' CUT & FORMED W/ II - ° INSULATION BOARD-.,•, c9 COQUINA LAMINA 2"��' COQUINA LAMINA 2.. 30 CUT & FORMED W/ O COQUINA LAMINA SPRINGLOK FLASHING �{ ` APPLIED I SPRINGLOK FLASHIN - , APPLIED _ APPLIED Z REGLET CONTINUOUS < G <'.' SPRINGLOK I FLASHING-= \ ;l� REGLET CONTINUOUS REGLET CONTINUOUS -� � Q �. 4� CANT STRIP CONTINUOUS---. ONTINUOUS I ' ; 4 CANT STRIP CONTINUOUS- ; )4. 4 CANT STRIP CONTINUOUS " cc BUILT-UP ROOFING - C` BUILT-UP ROOFING I \ BUILT- UP ROOFING -- -VENTED BASE SHEET I� ` ' �- . g' BEAM LOCK O s �� " _ _ gg VENTED BASE SHEET 8 BEAM BLOCK FI #LE O VENTED BASE SHEET 811 BEAM BLOCK FILLE p FILLED W/ CONCRETE -I _ 81 I �.3 0 CONTINUOUSN v �' CONTINUOUSE $ I 5 -� -- �• , W/ CONCR TE & 15 J - CONTINUOUS 1 ` -FILL BLOCK CELLS with �•, _ - cN FILL BLOCK CE L S wi h 1• CONCRETE and I � 5 _ — � _ _ - « - - r .. FILL BLOCK CEL S with I ti I _ - -- �._ _ - CONCRETE and I 5 y I CONCRETE and 15 cc - -- - --- - __- _ R JOIST JBEARING ` � � JOIST BEARING _ JOIST BEARING \ ELEVATION 113.34 ELEVATION 113.34' . I k D� INSULATING CONCRETE— ELEVATION 113,34 rr rr'' SLO TO D61�11N. �1 INSULATING CONCRETE I INSULATING CONCRETE I �_ a SLOPE TO DRAIN \ II SLOPE TO DRAIN II 11,ti1 V 2u RIGI� NSULATIOM OVE ^.c -------CONCRETE BEAM Z RIGID INSULATION OV CONCRETE BEAM 211 RIGID INSULATION OVE k� � v iI 1 2 I/2x 2 I/211x I/41 _ME DECKING SEE STRUCTURAL l CONCRETE BEAM ANGLES DRAWING METAL DECKING S E STRUCTURAL METAL DE !� If SEE STRUCTURAL D AWINGS 1 . I� s I DRAWINGS i� y _ _ 6 x2 x5/16 C--__.-.� - 2" INSULATION " i T BOARD R- I I VALUE - 2' INSULATION BOARD _� ` - UN M / R 11 VALUE W/COQUINA m ,� p� ac W/COQUINA LAMINA STEEL JOIST SE _ LAMINA STEEL JOISTS E - ��-wz N APPLIED STRUCTURAL DRAWINGS STRUCTURAL D AWING �� —Z z CC_j - moo" CL P.T. NAILER CONT NUOUS OVER �'•`',- _ _ �� = N WINDOW N N x xxx---- FINISH CEILING SEE FINISH SCHEDULE �' FINISH CEILING SEE - 3 5/8 STRUCTURALSTE L 14 �� FINISH CEILING SEE FINISH SCHEDULE I/2 EXPANSION JOINT FINISH SCHEDULE jI. GAGE STUDS at 1116" 0• C. W/ SEALANT & BACKUP 2 INSULATION BOARD _ W/ 5/ TYPE X GYPSUM ROD ItLA MI NALAPLW.IEDOQUINA WALL OARD APPLIED TO / UNDE SIDE OF STUDS P.T. 2 x 8 WOOD NAILER __/ � ���`1 � CONTINUOUS at WINDOW ALUMINUM WINDOW PONTIN80 COD N �LER OPENING FRAME W/ 1/411 GLASS DAMP PR00 ING C U US at 1''ENING \ 14 GA E GALVANIZED STRU TURAL STEEL L L - „ META RUNNER 2t INSULATION BOARD R-II ALUE W/QUARZPUTZ LAMINA APPLIED 1/2EXPANSION JOINT W/ SEAL NT & BACKUP ROD ----EXTERIOR WALL BEYOND v g� f O r O .0 ? - e I ` e i .i L ' :I ALUMINUM WINDOW FRAME A SILL, LEVEL AS REQUIRED FINISH FLOOR SEE -- FINISH SCHEDULE - "--SEALANT CONTINUOUS 41 CONCRETE F OOR 1 - SLAB W/6x 6 16/10 j SILL FLASHING W.W.M. OVER 6MIL. VAPOR BARRIER I I' ' :� ,' - � FINISH FLOOR ELEVATION 100.00� COMPACTED- FILL(seespe -FINISH GRADE FOUNDATION & FOOTING SEE STRUCTURAL DRAWINGS WALL SECTION 1 (see specs) 9 , 00 z LL;a ` 5/811 TYPE I" X" GYPSUM . LAW WALLBOARD ON 7/811 0 �- EXTERIOR WALL RETURN GALVANIZEQ METAL BEYOND I FURRING afi 1611 O.C. ;E dU. _j L0 '811 ONCRETE MASONRY +`A- UNIT W/ HORIZONTALLa 0 ►- REINFORCING at 16" O.C. O o 4- _ r o 75 a� p v a I a> a IQ luj U I � O _O N— O N— .. 1 O Cf) . I � a , i ;I ;i BITU, DAMP FING of all INSIDE FACES of EXTERIOR I 11 WALLS. see specs. l 1 ' i BASE SEE FINISH SCHEDULE FINISH FLOOR SEE---- ALUMINUM WINDOW FRAME �- SILL, LEVEL AS REQUIRED FINISH FLOOR SEE ' FINISH SCHEDULE FINISH -SCHEDULE 4" CONCRETE FLOG --SEALANT CONTINUOUS 411CONCRETEI FLOOR --,\, ll/X SLAB W/ 6 x6 10/10 SLAB W/ 6 x6$ 10/10 W.W.M. nVER 6 MIL. SILL, FLASHING W.W. M. OVE 1 .6 MIL. >C` VAPOR BARRIER - Tom- 'i - - )FINISH FLOOR VAPOR BARRIjR FINISHED FLOOR z d:•.o:', `° a. - ELEVATION 100.00 - ;Q; �, - r - •' ELEVATION 100.00 �.. :� ' ;.:;�,�' :: a: • � • DRAWN rQ BY: R.L.B. / 1/2�� FILLER OINT— - CHECKED _��tl - COMPACTED FILL(see specs) FINISH .GRADE BY: COMPACTED FILL(see specs) �- _ DATE: 7/16/82 ' •FINISH GRADE ti FOUNDATION & FOOTING FOUNDATION a FOOTING f-- REVISIONS: SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS r j I . WAL COMMISSION , N 0.81-103 CA SHEET SECTION B 10 -WAL:L S E.C.TI 0N 1® NUMBER:' .. .0 ? - e I ` e i .i L ' :I ALUMINUM WINDOW FRAME A SILL, LEVEL AS REQUIRED FINISH FLOOR SEE -- FINISH SCHEDULE - "--SEALANT CONTINUOUS 41 CONCRETE F OOR 1 - SLAB W/6x 6 16/10 j SILL FLASHING W.W.M. OVER 6MIL. VAPOR BARRIER I I' ' :� ,' - � FINISH FLOOR ELEVATION 100.00� COMPACTED- FILL(seespe -FINISH GRADE FOUNDATION & FOOTING SEE STRUCTURAL DRAWINGS WALL SECTION 1 (see specs) 9 , 00 z LL;a ` 5/811 TYPE I" X" GYPSUM . LAW WALLBOARD ON 7/811 0 �- EXTERIOR WALL RETURN GALVANIZEQ METAL BEYOND I FURRING afi 1611 O.C. ;E dU. _j L0 '811 ONCRETE MASONRY +`A- UNIT W/ HORIZONTALLa 0 ►- REINFORCING at 16" O.C. O o 4- _ r o 75 a� p v a I a> a IQ luj U I � O _O N— O N— .. 1 O Cf) . I � a , i ;I ;i BITU, DAMP FING of all INSIDE FACES of EXTERIOR I 11 WALLS. see specs. l 1 ' i BASE SEE FINISH SCHEDULE FINISH FLOOR SEE---- ALUMINUM WINDOW FRAME �- SILL, LEVEL AS REQUIRED FINISH FLOOR SEE ' FINISH SCHEDULE FINISH -SCHEDULE 4" CONCRETE FLOG --SEALANT CONTINUOUS 411CONCRETEI FLOOR --,\, ll/X SLAB W/ 6 x6 10/10 SLAB W/ 6 x6$ 10/10 W.W.M. nVER 6 MIL. SILL, FLASHING W.W. M. OVE 1 .6 MIL. >C` VAPOR BARRIER - Tom- 'i - - )FINISH FLOOR VAPOR BARRIjR FINISHED FLOOR z d:•.o:', `° a. - ELEVATION 100.00 - ;Q; �, - r - •' ELEVATION 100.00 �.. :� ' ;.:;�,�' :: a: • � • DRAWN rQ BY: R.L.B. / 1/2�� FILLER OINT— - CHECKED _��tl - COMPACTED FILL(see specs) FINISH .GRADE BY: COMPACTED FILL(see specs) �- _ DATE: 7/16/82 ' •FINISH GRADE ti FOUNDATION & FOOTING FOUNDATION a FOOTING f-- REVISIONS: SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS r j I . WAL COMMISSION , N 0.81-103 CA SHEET SECTION B 10 -WAL:L S E.C.TI 0N 1® NUMBER:' .. t c STAIFLER SERVICE & SUPPLY INC. 186201 0 I 11 • I < _ . r (� �" i F I N 1 zJ H S k H E D U L 1.... . ,.� ..... i _ 2u' C. 5/8" ` ISE L NTT a BACKUP W/ u n • SEALANT &BACK PROD 2 INSULATION BOARD W/, 1/2 CONTROL JOINT W/ SEALANT - gp EXTERIOR LAMINA �� a BACKUP ROD :,. HOLLOW ,METAL DOOR FRAME EI' TERIORTt! AMINAARD W/ -- I.I W ALLS � a PARTITIONS; ,_ •. I _ 1.W/4 CLIPS EACH. .DOOR `-_ _ I . I - ,\� - kR Q M FLOOR BASES WAINSCOT CE�OLING I FRAME 8t STUDS. -BASE ANCHOR N . X �0 P.T.2x8 ROU GH BUCK M 00 1 NO. TIT ' .�i -1,'' T W/ 2 RAMSET ANCHORS L. E :NORTH EAST SOUTH WEST ACCESSORIES REMARKS . �. . ; � I $ i = 81 CONCRETE MASONRY ------- --- cv Q _ - - •- - . MATERIAL -COLD MATERIAL COLOR MATERIAL COLOR • HEIGHT MATERIA COLOR _ MATERIAL COLOR MATERIA COLOR MATERIA COLOR MATERIA COLOR ' HEIGHT I I ^� UNIT W/CONCRETE .FILLED �_- -� " c9 I u d II ! *� i W/ I- 5 0 CONTINUOUS N8//CONCRETE FILLED,ICELLIT / ` 101 MAIN ENTRY B.P: B.P. F.C. A.L.P. IOLO" I reception counter W,LAYEOARD ON PE CH SIDESUM --� _ f?o !' i _ l -5 0 `n ,'; .; A LB A ar0 I - W/ CONTINUOUS _ 102 LOBBY/ WAITING -- lo'--o" I • OF 3 5/8". METAL STUDS J �� . 1. HOLLOW METEL DOOR FRAME ��,-t ., G.D. C. VINYL P. G.W.B. P.G.W.B. P.G.W.B. A.L.P. - -• to W/4 ANCHORS EACH JAMB. 1,03 ALGOVE G.P.C. VINYL P.G.W ' " I II :'` 't•a ,t P.T. Lx2 FURRING P.G.W.B. P.G.We. B. 8-0 electric' water cooler ! BASE ANCHOR SET W/ , I, . -- _ . " -� T ANCHORS ,I `� RAMSE r " . 104 VESTIBULE C.T. • C.T. C.T. C.T. C.T. C.T. PG.WB. 8-0 DOUBLE 14 GAGE STRUCTURAL _ _ ^ � �'�:aj 5/8ll TYPE "XI'„GYPSUM WALL- S EE STUD _ - i T L S - u� 0.6., T.PD., P.TD. , "�. BOARD ON 7/8 METAL FURRING 105 FEMALE HDICP; ,TOILET C.T, C.T. C.T. C.T. C.T. C.T. P.GW.B. 8'-O11 t' MIR. S:D. & N.C. PLASTIC LAMINATE TOILET PARTITION GROUT SOLID �- I/4,� 211. 5/®„ �p at 16 QC. ��. a G,B, T.Pp PT-D• ._ --106 MALE HDICP TOILET C.T C.T. C.T. O.T C.T. C.T. P.G.W.B. " ' 8-0 MIR�S.D. & N C.� PLASTIC LAMINATE TOILET PARTITION _ I °` -( 10,7 JANITOR CLOSET,_ B F.;C:ROUT SOLID SEALANT.--- - ,, __--- HOLLOW METAL DOOR FRAME W/ " R" 2 `�5/8 VINYL P.GWB. P.G.WB. P.G.W.PGWB. P.G.W.B. P.G.WB 8�-d' SST. MOP RACK- \ 4 ANCHORS EACH JAMB WELD TO 1' FRAME 81 FASTfENED TO BUCK. ,� 10.8 COFFEE BAR B7 .P VINYL P.G.W.B. P.G.WB. P.G.WB P.G.W.B. P.G.WB. 8L0" I • BASE ANCHOR SET W/ 2 RAMSET - 109 CLOSET : ' 5 SHELVES & . ANCHORS - G.O.C. VINYL P.G.W.B. P. G.W.B. PG.WB. P.G:W B. P. G.W.B. 7 -0 ROD »I SHELF c I10 WHEEL CHAIR 'ALCOVE G.D.C. VINYL PGW.B. P.G.W.B. P.G,WB. P.G.WB 7' 0" I JAMB DETAIL JAMB DETA IL .B12 ,. A 12 _ JAMB DETAIL. C12 Ill EXAM ROOM , G.D.C. VINYL F.W.C� VW.0 V.W.C. V.W.C. P.G.W.B. 8L0" + ALTERNATE PG.W.B. 3tt ' I� Qtl (HEAD SIMILAR) ��� I'--Q°1 (HEAD SIMILAR) �It = It -Ott (HEAD SIMILAR) 112 EXAM ROOM G.D.C. VINYL V.W.C. V.W.C. F.WC. V.W.0 P.GW_B. e'-0" ALTERNATE P.G.W.B. --- . . . .-. . _ . . i 113 EXAM ROOM G.D.C. VINYL F,W.C. V.W.0 V.W.C, 1. 1. P.G.W.B 8'-0° 7K ALTERNATE P.G.W.0. 11 �} RECEPTIONIST/ BILLING G.D.C. i VINYL P.G.WB. P.G.W.B. 71 611 :. 2° /$" 5/8l1 5 _ , 11 r HOLLOW METAL DOOR FRAME W/ . 2 16" 115 CORRIDOR G.D.C. VINYL P.G.W.B. P.O.W. F.G.W. P.G.W.B A.L.P. IO' O' i - ' HOLLOW METAL DOOR FRAME ---_ II/211x11/2"x 1/411 WELD TO FRAME = B. P. GROUT SOLID =N , BASEABOVPLATE, ANCHOR TO DECK N \ 116 VIEWING/DICTATE G.D.C. VINYL P.G.W.B. P.G.W.B. P.G.W.B. OPEN 11 \ r '� 5/ 11 GYPSUM WALLBOAF 1. 117 ATRIUM FINISH F.G.W. F.G.W. S.M.F. F.G.W. OPEN 5/8 TYP "X"GYPSUM WALL - GRADE 11 ON 3 5/8" METAL STUC BOARD ON 3 5/8" METAL STUD~�_' -• =� 5/8 TYPE "X" GYPSUM BOARD P,"�•' _ C at. 16" O.C. L `,/.. IIS BUSINESS OFFICE G.D.C.-; , VINYL , S.M.F P.G.WB. P.G.W.B. P.G.W.B. I.A.T. IOL 0" "I I to 119 DOCTOR OFFICE C.aP VINYL F.W.C. F.W.C. F.W.C. F.W.C. I.A.T. a'-dl � - 1/161 LEAD LINING] FOR WALL _ 1 5/8�I STEEL STUD-'Y,_.- - �-- � DOOR 81 FRAME. 7'-0" HT. J - _ _ . -co / I _ • 120 DOCTOR OFFICE C. a P. VINYL F.W.0 F.W;C F.W.C. FWC. I. A.T. 8L O' I VENETIAN BLIND ! • I _ I 00 n u " - ' LEAD CAP at FASTENERS -- -_ -' T 121 STAFF LOUNGE G:D.C. VINYL V.WC V.W.0 V.W.0 V. I.A.T. 8L0" ALTERNATE PG.w.B. I3/4 x 13/4 x 3/16 STEELL- _. ----- -� `� I(-• `� ! CONTINUOUS WELD TO FRAME �� "� I ` L I ( I ­: I 122 FEMALE TOILET C.T. - C.T. C.T. C.T. C.T. C.T. P.GW.B. g'-0„ T P. T. B., R.M.C. Wi a; STEEL.. BASE PLATE I 11 ILEAD LATH OR SHEET LEAD MIR. - N ANCHORED TO 21/2" METAL \ ti I23 SHOWER C.T C.T. C.T. C.T. C.T. C.T. P.G.W.B. 7-6 R.S.D IFSTUDS �.: C HOLLOW METAL DOOR DOUBLE 14 GAGE STRUCTURAL "< � In FRAME W/4 CLIP EACH 124 MALE TOILET C.T. C.T. C.T. C.T. C.T. C.T. P.GWB. g'-O" T.P.D., T.B. R.H.,R.R.T.H. STEEL STUDS CONTINUOUS 11 „ „ N JAMB 81 GROUT SOLID a R.M.C. W] MIR. 3 x .3 x 1/2 STEEL L WELD TO 125 GENERAL STORAGE B.F.C. VINYL P.G.W.B. P.G.W.B. P.GW.B. P.GWB. P.GWB. 8'-0" II II 11 FLAT BAR a BASE PLATE. WELD I 1113/4 x 13/4 x 11 16 STEEL L CONTINUOUS 3/8"x 2"FAT BAR TO FRAME a 911 11 ro ti L0 1.: M M 1,- N 0toN t O 00 (o Ill cD M O K O Q N a m p '• w �W OOo O Q.JCM � O- 0 z Q J cc O , 126 ALCOVE - B. I VINYL PG.W.B. PG.W.B. PGW.B. PG.W.B. 8'--0' WELD TO.3/16. x I3/4" FLAT BAR a ST EL BASE PLATE. ANCHOR 3/16" THK. • BASE PLATE. WELD FLAT BAR TO 3/16"THK. I BASE PLATE W/2 RAMSET ANCHORS . L27 MECHANICAL ROOM B.F.C. VINYL P. B. P.GW.B. P.G.W.B P. B. P.G.WB D. A. ROOF SCUTTEL a LADDER STEEL BASE PLATE. ANCHOR --BA..­S., ASE PLATE I .I II . II . I:::... , -. 4II , . I. I I . .101I I 1. 1.I1 . I.I I I .. . W.1I .. ) I. .I II.I . I . �1 . , I.I I..I I I . ;;. I . I ,, -1­--..'II I -I..�:. �.II.,1.II. .I .1 ,­- - ., . .- -­- P.B. W/2 RAMSET ANCHORS, • 1 -. . I. �IIL ' 1.I - I,._I ; .. ;.II..I ' I I . I­,II�IiII ;II�I; I: �I - .: . 1.I. . iI II II1-1., . II . * I 0�- . I . 9 1. 1. =--. I -. II [ I --I -II -I I�;;II -. . kI, -,I -­4. I 128 ELECTRIACL/TELEPHONE B.F.C. VINYL P.GWB. P.GW.B P.G.W.B. P.G.WB. P.G.WB. 8'-0,1 JAMB DETAIL F12 JAMB DETAIL 12 129 SIMULATOR ROOM G.D.C. VINYL V.W.C. V.W.C- V.W.C:" V.WC. A.T. 9L6" E ALTERNATE P.G.W.B. ACCENT WALL �� JAMB -DETAIL ®12 .. * I „ 3tt _ It_Qtt 3u It�Qtt tt®t tt . .I .-I , ".1 O- --. I - 131 SIMULATOR COG G.D.C. - VINYL F.W.C. F.W.C. P.GW.B. 8-O CIE ALTERNATE P.G.W.B, - --- -- 3 I --.0 130 SECOND WAIT, � n I I.4. . ` � (.' . ,1]. ­lI�1 �.Z,W NTROL G.D.C. VINYL P.G.WB. PG.WB. P.G.WB. PGW.B. 8L0" ��^ 132 DARK ROOM V.F.C. VINYL P.G.WB. P,G.WB. P.G.WB. P.GW.B. PGWB. 8- O" v Md 133 COMPUTER /DOSIMETRY G.D.C. VINYL v i'- " HOLLOW METAL FRAME - c v GASKET SECURED-, GASKET SECUR 0 . , - U • W.C. V.W.C. V.W.C.fi V.W.C. A.T. 8 0 CIE ALTERNATE P.G.W.B. r ACCENT WALL TPARIA�LOMI E U TO FRONT OF STOP TO SIDE OF JAB UF,` \ ; . 134 WORKSNOP G.D.C. VIN'(L V.WC.* V.W.C.• VW.C.# VW.C.( A.T. 8'-0" * ALTERNATE PG.W.B. - - - . �� SHIP LAP JOINT _-_ _-- --__ ---� " -DOOR `~ , I' S/81 TYPE "X" GY 135 ' TREATMENT CONTROL G.D.C. VINYL P.GWB. P.G,W.B. P.G.WB. P.G.W.B. A.L.P. Id-d' .­ PSUM . WALLBOARD ON 3 5/8 " �' V 136, TREATMENT ROOM G.D.C. ; VINYL P.G.W,B. P.G.WB. P.G_W.B. P.G.W.B. P WB 9'-6" p U- r SEALANT BOTH METAL STUDS: at I I O.C. ®. -' . I W SIDES 'OF JAMB I - I , . ~ 4 LOCK JAMB HINGE® JAMB { APO W- , - � -DOOR & TR NSOM PANEL DETAIL -- - -JO ( HEAD SIMILAR) �___ _ ° EZ . . TYPICAL FOR WOOD DOORS W/ TRANSOM PANEL DOOR STOP SIDE . ALUMINUM SLIDING -- - < �_ DO UNIT - ---- ' DOOR SEAL INSTA LATIONea� AUTOMATIC DOOR. .. \ GLASS OR - I __ED.GE_OF DOOR FRAME I %. �....4 aa. ' - -- II rl DOOR SHOE ((E CEPT E DRS I I JI BOTTOM SD DOOT . - __ D LINE R5 .DOOR • CH D _ ,1. IIi L . „ .•_ , 1 , ALUMINUM THRESHOLD LINED DOORS) I LEA SET tN SEALANT N It - . . n MARK SLZE JAMB HARD- 0 0 O SEALANT CONTINUOUS-- SILL . O ELEV. pESCRIPTION DETL. REMARKS C ' WARE _ hL ONCRETE FLOOR- _ - - : µ T.' JAMB DETAIL HI2 „ ,_ „ - N o SLAB Y. ' , Y • .', LIGHTPRC�OFING /SOUND RETARDING I 11 �.�.. 3 8 x7 O xl 3/4 C HOLLOW METAL C 12 W/ TRANSOM -PANEL G 12 - N 1 i 2, = I --�0 2 _ 3 6 x7 Q xl 3/4 B_ . HOLLOW METAL _ B12 W1 TRANSOM LOUVER G 12 _I O O o THRESHOLD DETAIL G 12 EI 3 4'-O"x7'-o"xl 3/4 A. SOLID WOOD CORE Al2 W{TRANSOM PANEL - - DETAILS .4 .4' ,O"x7'-O"x2" _ F SOLID WOOD CORE F12 W/1/16" LEAD LINING H 5' 41- 0'1 x 7'-0"x 2" F SOLID WOOD ,CORE E 12 W/ l/4" LEAD LINING 8 CONCRETE MASONRY UNIT II - STRUCTURAL ELEMENT SEE- W/CONCRETE FILLED CELL 41/2ll _LDD. I 6 31-0"x7'-Q"xl 3/4': q SOLID WOOD -CORE Al2 W/TRANSON PANEL STRUCTURAL DRAWINGS W/I-''5 0 CONTINUOUS ALUMINUM SLIDING----�_ 7 _. _. 3'- OnxT-O"xl 3/4" D SOLIq WOOD CORE Al2 F E D C B A - • „ GLASS DOOR UNIT __ ..8.. 3I-Oltx71,011x l 3/411 F.._.- SOLIQ WOOD CORE � Al2 PT 2 x4 CONTINUOUS • 9 0 I 11 .. � 1 I- 2 10 x.7. O."xl 3/4 F SOLID WOOD CORE Alt ..IQ ,; . .2'-8" 1,7:- O, x1 3/4 , - F, SOLID WOOD _CORE. Al2 =I I- • 21- 6"x.7'-0"x 13/4" F, -SOLID WOOD CORE Al2 LIGHTPROOF • 12- 2'- 6" x7'-O" x l 3/4" A' ; SOLID WOOD. CORE Al2 TRANSOM PANEL' _•_ 13- - 11 - 2'-- 6 x71 -O" x l 5/41' F SOLID WOOD CORE A 12 - - - 14 2 0 x7 O xl3 '_ " n - '' /4" F SOLID WOOD CORE AI 2 15 ,. 2, _ 2 6 x 6 3 x' 1 3/8" E�. ,- WOOD . D 12 FULL LOUVER . - I .1NOT . 16 ` 3'-8"x_:7',-0" x 1 3/4" , A . SOLLD WOOD CORE Al2 W/TRANSOM PANEL I I, I E S . %I heav interlocy- �W, k -i KIZ J IZ 8'- 2 1/-ill I heavy interlock heavy--' interlock L 12 H 12 �' . -�0 N- 1 O o4) �__jff 161 41/2" F. O. 21IINSULATION BOARD -� - at OPENING 21 INSULATION BOARD>. - -� 7; 5/$S TYPE . X _ W/SCREEN DOOR PP � _ GYP UM WALLBOARD „ --� i I ALUMINUM SILL d.orP . (R II VALUE) W/ (R-ll VALUE) W/ _ - - W/ CASING BEAD ON 1/2 CONTROL OINT , !.� . L M . 11 L J ( SET IN. SEALANT LAMINA g, EXTERIOR EXTERIOR LAMINA },, 7/8 METAL FURRING W/ SEA ANT Q - LEVEL AS REQUIREDL. SEALANT CONTINUOUS h BACKU ROD J i .. '°"�°' �1�1►' 1. Q 12 \ / - - I _ , SEE -FINISH SCHEDULE. i; , O SHIM SPACE ----- - . . SHIM SPACE---`------ !. P.T. Ix2 FURRING '-• :'y ! FOR FLOOR FINISH. SEALANT CONTIN000S- . I?T. 2x8 ROUGH----- ,.1 ---- P.T. 2x6 ROUGH =- -- - �r_� _ z \ -~._ ��) BEOALAS T CONTINUOUS I ­-­ . -. ­. L.,,. ----�--.�-_1I I -�. ---­, --I- - II ,I /. PIZ +cp BUCK. - BUCK ---' H IDE oI f�� - E QZ ah 0 _ --- - - - - . °---a , ONCR TE SLAB U . �.�,.," I I t: 1 1 CL SEALANT--'- A -- 1/2 . CONTROL JOINT--. _ � ; , f. ' C3 �, J12 , a _�, • WALL BEYOND - 4� it II - RODEALANT & BACKUP " ,;'`� CONTINUOUS r - --` I/2 CONTROL JOINT -, - : Ti 5/8 TYPE X GYPSUM -' a,� 16'-0" F 0. W/ SEALANT a BACKUP- . _ WALLBOARD W/CASING ALUMINUM - SLIDING GLASSI 41/2" . . / ;'. dl �- ROD - ON 3 5/8" METAL STUDS DOOR UNIT W/SCREEN DOOR �`---� -F�--(� . . I � L-4 L () -- 1 - - ,­ It .I ­ -. -\ l-�I ,- I . _ _.2. AI I stiles . 81 rails to be 6 min , for..wo,od doors. Meta1_doorS . . to be . as per Manufacturers Standards. I , 11 I 3.Provide -insect screens at louvers in. exterior doir5. M12 - _ >4. Provide Lightproof gasket at darkroom door ; fZl2 O 5.Provider' So nd_ retdrdaht gasket at doors in all! = i� �/% _ ,, . _....sound.. pr_aof_, partitions.:. - .. _ . _ _ _ N I -O I 11 `. . A N, L-L-,L-1 ll-JI I I vie K13(KT .. I . [- (Tf2>] 11 IL---j . -. !I I I� PI if11^.� HEAD DETAIL DOOR L12 "o Q � JAMB �DET'AIL K12 SILL DETAIL J12 -�`" ' LI3. li: . ll = .. , = N 21/2" x 2 I/2"x I/4" ANGLE m F13 . STRUT a BRACE F STEN -i - CS2�B r--INSULATION BOARD W/. - O TO BEAM 81 EA. IST'�_.-_.-,_.� ` :,�- COQUINA LAMINA o _ APPLIED. `; H I3 Wila STEEL JOIST I I . - I I �. ' ---5/8" TYPE GYPSUM ALUMINUM MALL -SLIDING SCREEN DOOR I II -L. I �'.. WALLBOARD ON 6' FRONT �� REINFORCED CONCRETE --- I I I "� I 11 I 11 1 u 6 x 10.5 CHAN EL - I I I METAL STUDS WALL ,� n 22 -83/8 F.O. (6 EQ. PANELS) 7- - F. 7 E .SPA ES - P R - L 2 0 0. ( Q C ) 17 2- FO. ( AI 3 8 x 7-0 DOORS) �, NTINU U I p pp I' _ 'SEALANT CONTINUOUS C13 T ANGLE FAS EN TO!� I .. A UMINUM SILL��. :. CHANNEL I I ' METAL RUNNER T K W/ HIGH ' ®13 L_I3 1 S . 4 A : 2 A . I � - �. 5/8` TYPE 11V11 GYPSUM -I , f O -t - -I -I1 I �" CONTINUOUS WA R DAM \� FINISH CONCRETE SHIM SPACE - WALLBOARDS W/CASING P.T. 2x4 CONTINUOUS-'. - I „ t,tii" U W SLAB - < SURD NN 7/811 METAL \ ,.�� ._. - - F F RI G afi 6 O.C.Il/2 CONTROL JOINT FINISH FLOOR:IZI II. � W/ SEAL NT & SEE FINISH,. .. SEALANT- o' . �' q • SUSPENDED.' !. BACK -.UP ROD SCHEDULE_ :.' . '`"- CEILING SYSTEM - -^_ .._ CONTINUOUS - - 0 6 _ 1.-PT. Ix2 WOOD FURRING . _ 1. �' P.T..2 x 6 CONTINUOUS . zi�r - _ d� `2 P.Th2T x ROUGH U I ALUMINUM SLIDING_ l CL GLASS DOOR UNIT _ SEALANT CONTINUOUS CO I UOUS -_� ALUMINUM SLIDING W/SCREEN DOOR `I •, `------SMALL FRONT I _.. I ____ , \ ­,�=--[ o� HEAD DETAIL M12 SILL DETAIL�YDQJAMB DETAIL P12 . 11�24. I i Q�t 112 11 �. I t_% j t I - x 3 ,0 x 7 -0 D - x- R. 2 E Q. SPACES A•$ �-7 1.A-B A'� A• A•3 11 . . j STRUCTURAL ELEMENT- 1 8" CON R TE M S NRY 5/8" TYPE "XI' GYPSUM ` C q o SEE STRUCTURAL DRAWINGS i • ` UNIT W/ C�NCRETE FILLED WALLBOARD W/CASING . I W/ I-'ft 5 0 CONTINUOUS BEAD ON 7/811 METAL . . f � .'.-2- I, _ .. I - -. . . FURRING at 1611 O.C. ",-=-1/2 'x 112�� APPLIED EXTERIOR, LAMINA R'N VA VALUE) BOARD 2"INSULATION BOARD STOP *} / 1 ' N i 1 R-11 VALUE W/ SHIM SPACE 11 _ _- / . � EXTERIOR LAMINA / c 1/2 CONTROL JOINT--------.-,- ALUMINUM WINDOW . / SEALANT - • W S A ANT & BA U CK P - SILL E S ' LEVEL A P.T. 2 x8 _.ROUGH BUCKS P.T. 2 x4 NAILER 1., P.T. I x2 WOOD FURRING R00 REQUIRED ' : w - ;,,``Its CONTINUOUS P.T. 2 x 8 ROUGH BUCK . 1.. , ' • SHIM SPACE ----- _� `� �, i , I.. „ / SEALANT BOTH SIDES WALL BEYOND-- ~----- --___, . _ :'i SEE FINISH :SCHEDULE �S'.., c61 'r, SEALANT BOTH SIDES I/2 CONTROL JOINT „ " ' of SHIM W/ SEALANT 8t ,< / OF SHIM , . _ ;1 FOR FLOOR FINISH _ BACKUP ROD r---- 1. METAL SILL FLASHING-..- "'' I/2 CONTROL JOINT ---•� �11� RODEALANT. 81 BACKUP - y- - - '�,: �,!1 P ail .I -N • . N ALUMINUM WINDOW N SEALANT --- ILA UNIT \>` ` ALUMINUM WINDOW--_-.�-- -�_ - ' _- . - _ . UNIT. CONCRETE SLAB -�� IIx IIIX IdANGLE I ' Q 1/21Ix 1/2ll APPLIED CONTINUOUS I It I .STOP,/21I APPLIED-- -- F:���! lI - -O STOP 6" I I . ;..� . I � 1 !�=6' 4- � .0 , I . . . I . � ' HEAD DETAIL VI2 JAMB DETAIL U12 SILL, DETAIL JgD 211 � 11. 011 211 •-••, 11_ Q 11 211 = I I _ O t 1 °' -! t,g - --. . . STATLER SERVICE 8 SUPPLY INC. 186201 I - ,*w.. e FINISHS LEDGEND B FC.: BROOM FINISH CONCRETE • W a P, - BRICK ..,PAVING _ .. _' 00 _ C. a P... CARPET a .'PAD ; JJ C T , . CERAMIC . TILE . t� G D C. c. GLUED DOWN CARPET 1. ,- V F.C. . VINYL.FLQOR COVERING CT CERAMIC TILE ' . . FC . FLUTED CONCRETE. . -J- ._F GW ,-...FIXEQ,:GL-ASS WINDOW ,. .. _. -t - F W C FABRIC .WALL COVERING P B'.:;.. FAINTED BLOCK . . . . :PQ W..B _ ..PAINTED GYPSUM WALLBOARD ' S.M.F. SLIDING, MALL FRONT V.W.C. VINI .1YL WALL COVERING ; ' A.L.P. ALUMINUM LINEAR .PANEL !(9. .,A.T. ACOUSTIC TILE _ :....:. . D.A. PECK ABOVE _; I. A.T. INTAGRATED: ACOUSTIC . TILE' ' U . PG.W,B..PAINTED GYPSUM WALL BOARD I II® �h i • � �t 1 I �r 1®I I 1 �l• J13 (K13� T12 4J13. CIO 1 j I I U12 0K� T12 T12 n 11 . I 1. � 5-47/8` .0. 5`-17/S F.O r 10�-105/8" F.O.(3EQ. SP. 7i73/4"�- F.O 14'-1,15/8"±F 4'-4 0 . . I .: ,. . 3, a„ 7L0„ -t i--- �� n -` 3, 0„ 71 O" ( _ • - V12 . O U12(KF -1 . O L- L--1 � T12 I -i 21'-0"± F.O. EQ. SPACES.) BREAK METAL TO BE ' 2llx 211 x I/4'. ANGLE--.. . .RETURN UNDER APPLIED CONTINUOUS I STOPS SHIM SPACE --&5� ��F4 j II 11 2 x6 ALUMINUM 2`Ix 6" ALUMINUM- / FRAME L MINUM FRAME I rr � � SHIM SPACE _ . .� - N CONTINUODUS ANGLE BREAK .METAL - BE : RETURNER 41ND R WpOp 8LO KING . APPLIED SIPS A ;REQUIRE ' JAM B DETAI,L: sI2 1 1 /2 11 _ 11- 011 .� : k I / 2 t = 1 t~ 011 I ' DRAWN • . 6 1/211 t , ,:EDGE OF CONCRETE - BY: R.L.B ALUMINUM SILL 1-RACK- 3 5/16 � " CHECKED . _ ,SLIDING SCREEN DOORS BY: \' ALUMINUM SLIDING MALL \ FIXED ALUMINUM .1 ( I ; DATE:7/16/82 FRONT II. II �I I PANEL REINFORCED CONCRETE P.T. 2 x4 NAILER REVISJONS: WALL _ ----- --, _ CONTINUOUS t �I STEEL PLATE-- /BREAK, METAL TO_BE - - 1/4" T. x 6 5/ ":Wx 10'-2"L. � RETURNED UNDER 14 ' • " pp I I _ ' . - II TO OL U N WELD C M ^••`�•'\ .L.� � .: i : APPLIED .STOP SHIM SPACE ------.� .�� _ •' � ~ ' l 5/8. METAL STUD .. _.. . -�0 " '�,, CONTINUOUS `� WOOD BLOCKING B 0 ING AS REQUIRED _+_JIV. -- - I SEALANT - _ , _ CONTINUOUS G p "- - ---- SHIM SPACE- - SEALANT z: N PU ALUMINUM SLIDING----- ~/ �; li ll COMMISSION BREAK METAL TO BE 11 11 GLASS DOOR UNIT --- __ -_ I I REETURN D UNDpE - _x 6 ALUMINUM W/ SCREEN DOOR - , _ -11 � SUSPENDED GYPSUM NO. 81-103. APPLIED, DOOR TOP FRAME WALLBOARD . I . I ­�::::;�ALUMINUM DOOR..- -�-.I�' I , PLUMBER: - - _ _ _ = �I .I . 1 1 .I 2 • JAMB DETAIL 1��HEAD DETAIL: I - . u i 11 0) kI 1 i/G" -- 11- 011, . 2 =, I Q d I .1". ... �I �� 1 � I I . � . � OF ./ 1 1 . •.1 1. a Fr ' , Y 1 1 - STANDING N _ d SITTING STACKED --- POSITION ° _p REINFORCED CONCRETE WALLS - _� v B�YOD PARPET UOUS TO GRADE „ . - _ • FINISH GRADE- TO 2 1/2 ABOVEM .2 INSULATION BOARD--_ ,\ ;- u FINISH CANOPY PARPET WALL W/ COQUINA LAMINA �,, Y_ �° " MOUNTING I�E1�11TS APPLIED 7" . F � �. SAW UT CONCRETE TO Rt�.CEIVE COUN�ER FLASHING W/ 3' MIN N�_- �, LAP, SET IN ROOFING CEMENT W 411 SCCON CONTROL a JOINT A N I • q q - - ,,/ BLOCKING AS 1' BACK-UP ROD t'- -' REQUIRED FOR F_ FINISH WALL LINE SURFACE MOUNT '► O _ _ _ I/ ` EXP NSION JOINT W/ TY E "X" GYPSUM �' _� qq 5/8 P S ALANT ! BACKUP ROD WALLBOARD ON 6" - SURFACE MOUNT METAL ; STUDS o II FILM . ILLUMINATOR / I / FORME D W/ COQUINA I CONCRETE OR MASONRY „RECESSEDI 2" INSULATION BOARD CUT PRODUCT 7/8 m STEEL IOR ILM \ 1 & FO E ' I / j � LAMINA APPLIED. RUNGS t _ O.C. ° (p 'I � _ ./ /� / i I • „ II " I " x I/4" FEAT 3 5/8 METALRUNNER BAR BRACKETS. TOP a BOTTOM I � 0 c0 � W LD O RAILS 8c I �\ / E TO I O to N JOINTS - NCHOR TO WALL I >< TYPICAL CONTROLA _ ml F M 5/8" GYP. WALL ?RD.- I_I N Z o a N ON 3 5/ 8 '' ME AL COUNTER FLASHING TO BE _= -_� _ I \ 00 STUDS — LAPPED OVER ROOFING ` % w O O o PLIES a SET IN ROOFING �\. - U CEMENT �' q J FILM ILLUMINATOR DETAILS \ 0v \ I �� - , �\ � I� � P.T. 2 x 8 NAILER M o CONTINUOUSCc z SEALANT CONTINUOUS \ CONTINUOUS W/ 6 METAL RUNNER 0 6" METAL STUDS 2" x I/4" STEEL--�� -- at 16 " O.C. RAILS �\ \ - SURFACE MOUNTED SPRINGLQK---_..-_ FLASHING a REGLET SET I _o ROOFING CEMENT. II 1 - 5/8" TYPE "Xn � 5/8" TYPE "X" GYP. WALL----� GYP. WALL BRD. BRD. ON 3 5/8" METAL STUDS I _ \ --I BUILT-UP ROOFING W/ VENTED-^ ��,---�_._ _ `�\ \�� ' �' � P EXTERIOR WOOD R Cc _ BASE SHEET OVER �,� �� (� ELEVATION INSULATING CONCRETE - SHIM AS REQUIRED •-- \ r o _ \ ' ROOM SIDE 4"CANT STRIP CONTINUOUS".�. Q FINISH FLOOR LEAD LINED HOLLRW /I/4` GLASS .W/ R METAL FRAME W/ G " "/ " LEAD LINING SLAB �� EXT NGUISHERIR CABINET - 2 / 5/8 I/16 CLIP ANCHORS EA. SIDE 1 N 2`x8`x1/4" FLAT BAR 1/16" LEAD LINING ~\�® tD BRACKET. WELD TO TO 7'-0" HEIGHT RAIL 8� ANCHOR TO FLOOR z '� , ' 3 5/8" METAL STUD I/2" APPLIED STOP.---- ,� `\ , . ' ^.l 0a PROVIDE LEAD POCKET SECTION TOP & BOTTOM SCREWS —� i ' �a� I I 2- 3 5/8 , 14 GAGE/ METAL STUDS z - FINISH WALL LINE , „ DETAIL 5/8" TYPE "X" GYP. WALL - , BRD. ON EACH SIDE OF STUDS JAMS DETAIL � PLAN VIEW . EXTINGUISHER CABINET -O HEAD a SILL SIMILAR _ • FIRE EXT IN LADDER DETAILS VIEW WINDOW DETAILSr ,� 5/8" TYPE "X" GYP, „ �WALL BRD. ON 3 5/8 " 5/8 TYPE "X'I GYP WALL METAL STUDS ALUMINUM FRAME I/2` x 1 /2" APPLIED _ _.... _ 8 CONCRETE --- l . BRD. ON 7/8 " METAL - � - MASONRY UNIT �\ FURRING - �! •' 2" STOP -SEALANTtoll T. 2" 2" / "x 2 1/2"x 1/4" ANGLE I ALUMINUM FRAME �� REINFORCED CONCRETE . 6 x 10.5 CHANNEL WELpp TO UNpERSIDE SEALANT ALUM 2 CONTINUOUS OF l3AR JOISTS at 4'-0" WALL SHIM SPACE f ALUMINUM DOOR a I/4` upon GLASS O. C. ALUMINUM FRAME---�- P.T.2x6�0UGH BUCK- ALUMINUM FRAME — CONTINUOUS " " " ~� CO �� " l/2"x i/2`- SHIM SPACE 1/4" TEMPERED GLASS ~ i / 2 I/2 xS ,WELD ANGLE 8� STEEL REINFORCING—- --_. SHIM SPACE ~ BRA_CHACl/2 xl/2 APPLIED STOPS APPLIED STOPS \ 1/2"x 1/2" APPLIED — STOP _ - � •— - �• SS- _ G J _ I � TEMPERED --- _ N A = - GLASS MPERED rl I hr 2 - S . I/4" TEMPERED : GLASS? +ems FINISH CEILING Fm 3u „ „ SEALANT ____--� 1/4 TEMPERED GLASS ~STOP5211 APPLIED 1/2 x l/2 APPLIED STOPS GLASS MPERED O .. i tL 2" INSULATION BRD. „ SEALANT - C0 UINA LAMINA- 1/2 EXPANSION JOINT UMINUM FRAME EI3 6" Q APPLIED W/ SEALANT a BACKUP �, _— AL DETAIL__ I�I3 .11 1. DETAIL LF3 P. T. Z �x 6 DETAIL DETAIL Lt� D E TAIL G I3 DETAIL CI3 _\� 2" INSULATION BRD. W/ I -_ COQUINA LAMINA APPLIED I _ REINFORCED CONCRETE „ " ANGLE SEALANT �� 5/8" GYP. WALL BRD- 1 2 1/2 x 21/2 �; I/4 ANi.L�� ON 7/8" MET. FURRING WALL------ " TYPE "X" GYP: I STRUT 8► BRACE at 4 0 O.C. 5/8 „ c I WELD TO BEAM a EA. JOIST WA .L BR . ON 6 6" 5/8" TYPE "X" GYP. / " ,� I/4` TEMPERED W LL BR ON ALUMINUM FRAME SEALANT. CONT. ��----�� _ MEAL STUDS / 1/4 TEMPERED---- ---- 6 3" fA " D `' DRAWN - GLASS GLASS ."_\ 3 5/8 METAL 2" �. 6xIO.5 CHANNEL CONTINUOUS STUDS ALUMINUM FRAME` �� ' W/ ANGLE WELDED TO CHANNEL 3" R " " I/4" TEMPERED GLASS �-�_`,\ � � '1 ��� �� � • BY:R.L.B. P.T. 2x6 NAILER „ CONTINUOUS 1/2 xl/2 APPLIED I/2 x I/2 APPLIED \ STOPS .SHIM SPACE CHECKED P.T. 2x8 ROUGH BUCK STOPS P.T. 2 x4 / BY: CONTINUOU I' ' ' ? p ALUMINUM FRAME DATE:?/16/82 ALUMINUM, FRAME ALUM _ AP'PL ED" STOP �- `, :moo;' I 'AL ��s I � REVISIONS: cv SEALANT-- SHIM SPACE -----_` N - - - po N \l _ _ (D - - .. ---- --- `\ - - -- - - _- ---- -"- - - l/2"EXPANSION JOINT FINISH CEILING SEALANT Vol SHIM SPACE �—� -- --- W/ SEAL -ANT a BACK UP ROD `' 1/2"x I/2" APPLIED - m S _ SHIM SPACE - STOP O DOOR FRAME 21/41" \ ALUMINUM DO R 1/ 4" TEMPERED '0 ,� DETAIL E I a 1/4 "GLASS GLASS 1/2"x 1/2" APPLIED I a.. COMMISSION j BEAM STOPS N O. 81-103 DETAIL HI3 i SHEET NUMBER: J13 � � TAIL 09D, DETAIL DETAIL ®13 DE OF 1 . v UJI PLANTER r A DA UST- �'— D. S L.F = FINISHED .GYPSUM ---_,-_, SINK - c\j OD (0 WALL. CLE I (D 0 AD T.. SI­ ELF ----------- IL oll 61-411 /E\71-0113 11Itt 51-611 F� 0 0 w N 2 EQUAL SPACES z co I X m CL 0 < C4 CO RECEPTION BILLING #114 CLOSET ft109 COFFEE BAR # 108 0,00 _j Lr) a. LLcl)- L0 Lf) to L0 L0 GYPSUM WALLBOARD Q z co DROP CEILING a BULKHEAD GYPSUM WALLBOARD BULKHEAD G.W . BULKHEADT G.W.B. BULKHEAD 0 AUJUST. ADJ()ST SF ELF 0 SHE FILM ILLUMINATOR H iruATnp,-\ 4 WGH—01 0 BACKSPLASH SINK \ -N I 'N OD — 0 A JUS , S ELF 0 0 W ➢ ---1[)JU$T. ,HELF = 0 rit m A0 4' HIGH B4 A 'PSHIPLASH- BAG SPLASH = 0 BQCKSPLASH 0 SINK SINK--, en 0 KNEE ADJIJST---- SHELF SPACE SHELF 0 4DJJS �HE -FT 1117� %Aj uj< I cu F� 1­71 I L r I - cn 51 X 0. � -oil+ + -011 0-711+ 4 611+ 6'- 4n 17- 10 id- d'. AL 10-6" A 0 Aj 41 --- A 4 EQUAL SPACES 3 EQUAL SPACES 3 EQUAL SPACES 2 EQUAL S EQUAL SPACES 3EQUAL SPACES ww U)UL-z 4tcc 0 ZtTZ eref CC < -A I 'w 113 <a- . STAFF LOUNGE * 121 VIEWING—& DICTATE -*— 1-1.6. EXAM #-1 .1-1 EXAM:*.1.1-2 ..& RECEPTI.O.N./.Bi.LLING..-...'-*,-,.I-.-14O ------- LO LO U5 CID GYPSUM. WALLBOARD W -----------BULKHEAD W GYPSUM WALLBOARD IF BULKHE D GYPSUM WALLBOARD BULK-11EAD --l—G.W.B. BULKH AD --1 ADJUSTA$LE SHELF --- 0 ➢----SLIDING PJ,I)NELS, 10 9 AHELT.— ............... :SLIDING PANELi A D J U,") T. SHELf- SHELf" ADJUc,T.----- - 0 /—N 4HIGH -0 rr *1111110m c\J I LL) I I LIGHT - lSOI INIF 0 0) HIGH CON I 11YUVU,i ELECTRICAL MUIAL %­1 - 11 . a.-. �i-wiii 0 LIGHT 0 LIGHT 1— 00 BAC Jill by others SINK,\ IG BOX BACKSPLASH SYRIP MOLDING by E.C. SINK KSPLASH BOX BOX CONTINUOUS ELECTRICAL-,,, 4 PLASH Z— ING by E.C. A PLASH eo -STRIP MOLD 00 E SHE��-f li') N ADJL STAEB31 L7Aj,)USTAE1LE SH=-LFf 11w --ADJUS'-ABLE -%4 SHELF mom" F 09 �/ all 0 0 COMPARTMENT TMENT 411 HIGH -I SINK BACKSPLASH . 0 SHELF AS 91-611 2 EQUAL SPACES 2 EQUAL SPACED 2 EQUAL SPACES 2 EQUAL SPACES 3 EQUAL SPACES CLINAC TREATMENT ROOM 4136 CONTROL AREA 135 WORKSHOP ROOM'# 134 DRAWN BY: R.L.B. CHECKED BY: DATE: 7/16/82 REVISIONS:. COMMISSION NO. 81-10� SHEET NUMBER: SMLIEL UST byM.C. F q-rJ -4 - I 1 11 1 . I I v- --- - -CUTTER r K�lb -IGHT---" 4" HIGH 0 C) 4" HIGH J11, . BACKSPLASH 0 1 1 k 30x BACKSPIL �SH RANGE-- LIGHT 4!'HIGH Ir , I HOOD IF- -1 BOX SINK--� (BACKS ASH r I I - - 11 1 11 4, iw Ir 00 AL -L- F L (D jkDJU,TABI-E 111 -HOPPER 0 41 H E L`v KNEE L) -0 SPACE Lo n n -K) I zi LEA ADJIFSfAO it Ir Ir I X SHELF SHELF 14 41- dk �14 4 CT 41-811+ 41-3 lI+ .51-1011 Ln 3 0 4 1 -11 2�- 011 /T\ 2 -61 31-1011+ 7 e1A 6L- 0"! L 0 0 -1 K) ADJU3T.-­­- SHE LF jr5,_o,,+ -011 9 0 2-7 2l=- 1 2 7.f± 0 31-611+ A\ 21-011 I I A 3 EQUAL SPACES 2 EQUAL SPACES 2 EQUAL SPACES 6 EQUAL SPACES I Lo`Ii 1.0 �Z COMPUTER [DOSIMETRY 13-3 DARK ROOM 132 SIMULATOR ROOM -*-129 .-*7 w Lc) GYPSUM WALLBOARD BULKHEAD----,, (0 < (D N -4—G. .B. BULKHEADI-�-� G.W.B. BULKHEA[) 3. W. B. BULKHEAD �G.W.B. BULKHEADi ,,----GYPSUM WALL-BOAFD BULKHEAD STEEL - 1 1, 1 1 RHELF -- G.W.P. BULKHEAD-----_, ANGLES FUME =01 T (n AD JUS7 4BI­E-- SHI LF L-A­j AD, USTABLE S i 0 HOOD - ADJU$TABLE 1.14 I I it 111 11 1- 4 4 1, � ADJUSTABLE' SHELF PANELS 10 ADJI. u STABLE SHE 4 HIGH BACKSPLASH 19 ADJUSTAB L SHEL[F IT -E----' 51-o 21-011 0 t I 3/411 WOOD PANEI and SIDES 11/21. x 1/211 STET CONTINUOUS, W TICALS , I t1 x 111 x STI WELD TO VER VERTICAL, I %211 FLATBARS %211 x %?_" STE CONTINUOUS, TICALS 41 TOE SPACE 1 I fA A t3 Q; S fATLER SERVICE & SUPPLY INC. 186201 51-8 %41f I1-. 0.'/41t 111 117 0 1/411 If Hold (typ.) — _ cD 0 O d- O N I — L24 WOOD STUDS BELOW 'ING STANDARDS SECTION F15 I 1D PAN 1 METAL STUDS O _1 SHELVING N GYP. WALLBOARD _ GYP. WALLBOARD PLAN DETAIL� %8"METAL STUDS 811 GYP. WALLBOARD ULKHEAD PACE BLOCKING ass ,DJUSTABLE SHELVING J/METAL STANDANDS ;LIDING PANELS .IGHT BOX see elevatic IC LAMINATE ALL EX 10E see spec. i•" BACKSPLASH 3/411 WOOD COUNTERZ see spec' 1 SPACE BLOCKING as RE ADJUSTABLE SHELV W/METAL STANDAND VINYL BASE FINISH, F�QQR__ 3/411 WOOD PANEL I %211 x 1/211 STEEL FLATBAR 111x I1ex I/411, STEEL ANGLE 11/211x I/2" STEEL FLATBAR, VERTICALS SECTION cl5 INISH CEILING %811 METAL_ STUDS 11 1 81 GYP, WALLBOARD ULKHEAD PACE BLOCKING as REQUIRED LIDING PANELS IJUSTABLE SHELVING I/METAL STANDARDS .IGHT BOX see elevation LAMINATE ALL EXPOSED see spec; w 11 BACKSPLASH 'ONTINUOUS PLUG-IN STRIP 3411 WOOD COUNTERTOP ;ee spec. DRAWER W/FULL EXTENSION ADJUSTABLE SHELVING W/METAL STANDARDS SPACE BLOCKING VINYL BASE FINISHED FLOOR SECT I 0 N H D SECTION G15 WOOD COUNTER- TOP 211 KNEE BRACE 1/211 WOOD SIDES 'LIED IN FIELD FE: kSTIC LAMINATE ALL 'OSED SURFACE see spec. IYL BASE ISHED FLOOR In CM h O � N O 00 cD IN up�0 w Z M O Q N In cc 000 o �_� �, LL M 4i1 WOOD COUNTERTOP O ;e Spec. z Q J cc i i 0 RAWERSW/FULL EXTENSION 1 l PACE BLOCKING as REQUIRED I� 7. I INYL BASE INISHED FLOOR SECTION �5 CEILING JA.L,1 STUDS ?WALLBOARD .AD ABLE SHELVING AL STANDARDS BLOCKING as REQUIRED BOX see elevation INATE ALL EXPOSED spec. KSPLASH 'OOD COUNTERTOP iec. 'TABLE SHELVING fAL STANDARDS BLOCKING as REQUIRED BASE -1E D FLOOR SECTION �5— �uj UJ W ® F_ �♦�//�� V �/! wcc F, w =z Z UZ DEI O I ISHED CEILING 11 METAL STUDS�.:�-,_.__. _ c GYP. WALLBOARD .KHEAD i00 ...� IUSTABLE SHELVING METAL STANDARDS um '" + w z�,,► ►CE BLOCKING as REQUIRED j F 4 HT BOX see elevation 01 AMINATE ALL EXPOSED e spec. BACKSPLASH. 411 WOOD COUNTERTOP Spec. AWER W/ FULL EXTENSION DRAWN )JUSTABLE, SHELVING BY:R.L.B.&C.F 'METAL STANDARDS CHECKED BY: DATE:7/16/82 REVISIONS: 'ACE BLOCKING as REQUIRED INYL BASE NISHED FLOOR COMMISSION N 0.81-103 SHEET NUMBER: 15-' OF A DETAIL Els ,• t� 1 Y I : Qp SKYLIGHT UNIT SEE. DETAIL L 7 I� I TYPICAL ROOF SECTION SEE ✓ k SHEET 4 7 . I II 5/gg.__METAL _ RUNNER- - ONTINUOU.S FASTENED - TO ANGLE 3 5/811 METAL RUNNER at 5/8' TYPE "X" GYPSUM i I EACH STUD W/ METAL STUD WALLBOARD ON 3 5/811 i BRACING at MID POINT METAL STUDS I at!EACH o CORNER 8ai, Mlb POINT I STEEL JOIST BEYOND , i. I i 5/81 TYPE II XII GYPSUM I WALLBOARD ON 3 5/8f1 METAL STUDS v o I, f p I f METAL ..CIJJSURE- I STRIP CONTINUOUS j FINISH CEILING LINE 101-011 A.F.F.`�� _- t C - 35/811 SUSPENDED LINEAR PANEL CEILIN DETAIL FIf 1- II 1 11 I II 1 11 `1 II 2-8 2-II 2-II 2-II 2-II 2-8 a — PANEL CARRIER ! 1 � � .ice Pn M" H RIZONTA , N EL CARRIERS W/ STRUTS at 2-1 OFF CENTER OF PA EL CARRIER i 5/8t TYPE IIXII GYPSUM __-- WALLBOARD ON METAL STUDS ALUMINUM CARRIER CONTINUOUS at 51-0" O.C. ( exc pt at light fixture then 4'-0" �.C.) W/ TIE WIRES at 4'-0" O.C. CEILING . PANELS CONTINUOUS\ ANGLE MOULDING CO ROOF OVERF OW DRAIN PIP THREADED at END i FINISHED CEILING i� W/ MIN. CLEAH NC FOR COLLAR - tHREADED COLLAR I r.hrnmP rnllnr nt rnnnnv_ 5/811 TYPE "X" GYPSUM -- WALLBOARD ON METAL STUDS \ 1 112It METAL CHANNEL - at 4'-O".O.C. W1 TIE . WIRES at 41-011O.C. 7tt/82 MOE�TAppLCCFUBRRING- _ I ASTENED TO METAL CHANNEL -- — ..— 5/6It TYPE "X" GYPSUM------"' 51811 TYPE '.'X" . GYPSUM - -_ II I II WALLBOARD ON METAL 11/2 METAL CHANNEL at TIE WIRES' at 4-0 STUDS 4'-0" O.C. 0.0 SUSPENDED, CEILING I `�- CHANNEL CLAPS _ �\` ACOUSTIC TILE PANEL GRID SYSTEM 7/81 MAIN- - --- LAY -IN ACOUSTIC RUNNER at - TILE , PANEL •W/ 1 \I 2 - 0 0 C. '�— . • � � REVEAL EDGE - --- • 11 WALLBOARD ON METAL l vG FURRING L 0 O - - II .- � � CON��EE qq _. TINUTOUL$ CHANNEL- I c ' w : I , m N N N N - DETAIL ols DETAIL cis DETAIL B1s 1/2= I�- 0" 1 1/2= Ill- 0It 1 1/2"= 11-011 to M_-...__. -1-- ----------- o 0 04 N N 0 co to W O N 0 STEEL JOIST 'M n. co 0 w boo METAL RUNNER ONT. - I t TIE WIRE co FASTENED at EACH I p JOIST I I o z 3 5/81p CTAL STUDS at 16" - -- - O - � 'METALCLOSURE Ix PLASTLC FACE�� �,� ___ STRIP CONTINUOUS , TRIM LINEAR CEILING PANEL ; ..CONTIINUONNUSER---~� 5/81 TYPE"X --I i 33/ell GYPSUM WALLBOARD ---Ice\ gp �c PTPAASTIC LAMINATE I1- n W L - (WINEBERRY #D 15-6) LE U 5/8 .TYPE "X"'"`- —i 1 U GYPSUM WALLBOARD - N I ON 7/8" METAL „_ I O doV FURRING ON 1 1/2 I'; �. �a METAL CHANNEL, ( V i�Co wLU p� I-- Z CORNER BEAD CONTINUOUS ����=z METAL .MOLDING Wi z cca 3/4" REVEAL CONT. �-� `CASING BEAD CONTINUOUS DETAlL A16 O I:'I/2n o V- ®�� i O • N /Collor REFLECTED CEILING PLAN I /E?, = 1 1-0 of LEGEND 2'x2' SUSPENDED LAY -IN ACOUSTIC TILE CEILING _ I' x I' o SUSPENDED LAY -IN ACOUSTIC TILE CEILING, LINEAR METAL CEILING _. GYPSUM WALLBOARD Ell LIGHT FIXTURS. ® EXIT LIGHTS,- _, ® SMOKE DETECTOR Z RETURN AIR GRIj.LE, EXHAUST Q AIR GRILLE,DUCT SUPPLY DRYVIT CEILING 1 1 , J - - I s - In 0 ' 2 A SI u • STALER SERVICE & SUPPLY INC. 166201 4 - 6 X o - �F-�-� U.O. I SI � �) T S i FOR' WALL LOCATION 4 DIME NSION S SEE ARCH. T'(P 5 #(;VE RT, W/ 2#3De12 D C13 I COLUMN DETAIL C12 c1J , ,CONCRETE COL • W/ �406VERT. &4r3©e81, / II I Gl t n FOUNDATION AND FIRST FLOOR PLAN SCALE 1 /S" : 1'-0 FOUNDATION NOTES: I.. TOP OF FOOTINGS ARE 981-81/ UNLESS OTHERWISE_ NOTED IN PARENTHESIS. 2. FLOOR SLAB ON GRADE DETAILS & NOTES SEE I/SI, 3. FOR TYP. CONC, COL, & FTG. SF_F_ ?-/S 1. 4, FOR FOUNDATION SCHEDULE SEE SH T. S 3. 5. FOR PIPING INVERTS SEE PI-UNIBING DRAWINGS. RECESS F TGS, AS REO'D. SEE- G/Sla 6• FOR GENERAL NOTES SEE_ SHEET S 3. I -F - r1 4#6 VERT. IG 3�1 e12— =� 8X16 CONCRETE COL, W/4#6 VERT. &rr30 e 8i1 C I I C:: 14 A 10 TREATMENT ROOM SI WALL & FTG. e) Cmu (P•KTIT10t4 O"IER lob 8p NIGH sTv 9a" Hk 64 I}II cL Y/ f�� @ u w 10 r I 0 A;;Q TDS (TURNDO'NN SLAB) rmis (THICKENED SLAB) �; 4�G.iw' a' - w 0 D E Pz-- , 1- (2 �iGE PLaN E- 1-4 01F-'2 0 2 0 ---- ` — — - -- I C/ �r G \ A I I L 7 � , d Fo42 �Iz E; RE I N F DS (DEPRESSED SLAB CJ (CONTROL.JOINT) 2A 6L To TIC t K - 5EE I/211 ('RF- 0Lc.ED -t''fP (2 r LL, NOTE 3 KxP �oIFlT C oL. o'= powEIr� SIZE S�C�l LArT►�,� H U liF pF-W ' SUM a,' Ln M f• Gv L. FT w r� .I -- " O C4 CJ (CONSTRUCTION JOINT) EJ (EXPAt4S!ON JOINT) 1 m x- 1 w 600 a LL co O i SLAB ON GRADE d o SEE. '5CHF-f)UL.E FOP, a ;,_ hTD Ala N k \9 f FOOT I NO 4I)Y.A.A • I2 SIP• . m o cc SLAG ON GRADE NOTES I. ;'ALL SLABS, ON GRADE SHALL BE 4 THICK UNLESS�OTHERWISE NOTED ON PLAN, REINFORCE AS FOLLOWS: 4'1 THICK w 6 X 6-' W I.4 X W1.4 W.W.F. 5" THICK - 6 X 6 - W2-.9 X W2.9 W.W.F.cc 6" THICK - #3 @ IZ E.W. 3 G L Aye, Vj) LOCATE REINFORCING 111" FROM TOP SURFACE. POUR ON 6 MIL - PQLYETHYLENE. I , 2. CONTROL JOINTS (C.J.) SHALL BE LQCATEp,AS SHOWN BUT;NOT MORE,THAN 25': O.G. CUT WITH MASONRY SAW NOT LATER THAN 12 HOURS AFTER 2 TYP`. t✓ONCRE ` E COL. `•• FT . w..® FINISHING. WHERE FLOOR COVERING OCCURS, FILL WITH NEAT CEMENT. s I �GAha 0.0 3. CONSTRUCTION JOINTS (C.J.) MAY BE USED IN LIEU -OF CONTROL JOINTS.cc 4. EXPANSION JOINT (E.J.) SHALL BE PLACED WHE�?E SLAB ON GRADE PkBUT '��Ci� Lu WALLS, COLUMNS, EXTERIOR SLABS. AND AS NOTED ON DRAWINGS.---x;.- x= ,. t< _ : ,�� ' r �, .r. -- - ��♦��T- 4/ TYP LAP as w�.LL� FTC }.�It1F SAME AS IN F-%j -0"cI�t`iT1=�EQ 2 • _ I TYP. STEP FOOTING 400M um u API E G E OPTIpNAL. I Q ® J Qti P-0 LIT #� ' �iEE FTCT ccINF�uLG a a �L �� }COTE I E XT`E�1D FOOTI NG " TYP w u P-E I WF-. SAME Ac-, [� C n ( MASONR Ct71w -�G 3GDlnk G II 11 F' L L1 lL,:�! V Y' ;w/� f,.�. PIPE RECESS IN FTC : ` - • AL,:L,. FTG. � +, TY P' W i .�' s WALL FTG. (WF� �� N0 sc Lr (n w, 2u411 41 ,1 > CL OF WALL & FOOTING OF COL, & FOOTING ,lf #5,T, & B•, CONT, -- SEE ARCH. + CI(T.S.4X4X3/16) �I 3 11 I I C2(T.S, 3X X /4) ' I2 XI2 X /-4 BASE IL' 1 W/4 /4 C ANCHOR #-5 e 4 8 0. C BOLTS I FILL REINF. 'CELLS W/GROUT Iii=I II - �4@1811T.&B III REINF. &SIZE o- _ 3 4 T.& B. ,4 HT. S 4 - =--- O I :f 2--8 DRAWN 7 BY: RT S I 9 C 1 1p C 2 CHECKED 51 BY:AWN DATE:7/ IgI82 REVISIONS:, REINF.&SIZE FTG. SCHEDULE WINDOW WALL I I SEE ARCH. i ID T L. 10" 8 TDS SI r t 0 I U O rnm .0 W In .44 n Icom o:E Q V w a. o W C >L-,j a cc c: In 0mz 0 U b4 j '.— T cr.W _j 00 LoMr- N 0 co � o� c� 600 a: -I C7 LL_ O _ '` zF I 2 0 I S2 NO SCALE Vl- T'YP. Q = o un S._E O/5 _ '� - /e TYP. O r{) G _ 5 3 O CL O _ _- r u m 2/2 2 2 32/ 2 TYP, STEEL JOIST BRIDGING f N a I - - ----- ---- -3 _-_...__ ........._..�_ __ - - N --- ----- - - - - `�..._ _. w _ .__...__._..__... �� N 3/8 II X 7112 11 X i �' 7112 IX 14 - 2 N 0 SCALE , ^ I II U • �' 3 o o — EMBED # 5 - 6 - �q 6 4 _ - � I = � W / X -�-- W / 4 / � X -d WIBx;35(B1) w�3X13 IW12XI%4(B11) 'd o 'v WI2X14(612) o W12X14(BI3) __---._.__._-_- _ _C-5-) - + _�-- W.S. =�W.S. - Q"-"'"'"" ' - -- 1 d' If A1, A B C (D) E 3°MIN, 2i/2�MIN. 4 N STEEL JOIST TYP BRG. , fjG iV2 BRG L a x 3x /a (u;v) cv{T Y P. L 3X 3X 1/a � y � � xoPN�.^-' E M S E D ST. MI6 I /2 L6X31/2X5/1coFRAM E L31/2X21/2X1/aX l 0(Lt�.H)-EM8ED *5 4 � ,4. w" PROV;iDE 2 STEEL. BEAM 12X 2E1(B20) D�,� w _ _ __- _— _ I - - - -- NAIL HOLES IN .'SHORT LEG, 1 CONC. BM. JOIST II -j S 1 'SEE' MECHANICAL 6 _Co , j� \ EMBED � 5 -Q FOR OPNG. SIZE I� I ' PLAN. I co EMBED 6 45�� -� co' ^� 2B2 T.S. 2 /2 X 2 /2X 16 2_ B 2 211 814 2u Jf Hg aH3 I EMBED #I 120 H 7 1 OPNG. 1 I -- - L 3 X 3 X /�} � _0 I 1 .o i H 1262 N -p �6X3�2x 5/I6 �L �, ( T YP H SERIES JOLT BEARING r N O ---- n O i I `O ( FRAME' t1.O.N J SCALE L3 3X/I4 I I I I I ' _-___----__ _- ;. I il4H5'-, j I 'v -- I v � • I HORI ..BRIDGING TOP 4 $OT I I I r' ---- I 2- �2 E X P, BOLTS. L I X I X /8 U P T 0 4'- 6" S P G. I I $N3 ,��/ STEEL JOIST I/2" MAX. '_' L 4X 3X /4 (I.LV) I { I i �� I TYR x Q;� 1141H5 I I N z __�...I \ �. (/ I 3/ L( /4X(/4X/8 UP TO 6-0 SPG. /8 N C7 I \ EMBEDS ,L2 2X2/2X 16. UNLESS OTHERWISE NOTED u, { TYF? BRIIDGING LL z w8XI�- - �- �- - -- --- ---�2 3 A - O i� SEE NOTE "-2_132 1 i I BIO �8 0 0 2 L 3X13X a I L 31X3X /4I ~ _. NING EMBED _7-- 9 B 6 4 0 _v �, --- _ 4 �� 3/g X 5 X 8 � 3 V-<, T Y P. Mu) d S2 I �v � IUH,14 _ _ I 7 z I I EMBED * I rf) O �'U - N --� 20 H 7 1 41 15 _ I I x 10 H 4- O `` o 110 H 4 -E--, ^�I , �` =t� 1 A T Y R - - u co SEE 7/S3 r N II < EMBED 7 1 -O L�x3x��� I, I I `' EMBcD -- - I I 01► I1® .. o EMBEDS - i I STEEL BEAM -I- Y�73 _ I /� EE'. T H R U I.S. �� z - -- - - - I o 1 -rO ,� - I I I I CONN. BY FAB. w o ROOF OPNG o 5 i I ( S 1 EEL COL I <� 31 = i_ . _ SEE. FOUNDATION PLAN I ��=Z .� SEE 3/S2 TYP. -N N S2 I r-- I coo_ w� Z}` - I ! I _ - I L_I-STEEL COL. -- - Z = O rr7 I S z U i I 1 --! SEE FOUNDATION PLAN . N _0 � z TYP. JOIST SEAT T.S.�2%2X2%2 3/IC j � SEEI 0 SEE 8/ S2 1 I I 52r5_TYP. JOIST TO COL. CONN _ �_V YP. BEAM TO COL CONN . EMBED � � _E��ED � 5 � ( 52 _ o _ I I I S2 i 0 \ I I I ► 01, I I I i I DECK IIA,I �\ 12OH 7 -j I - I ( �r — I U 1 _ I __. I ( i I I -- CONCRETE WALL 2-112�1*1 EXP. BOLTS. USE WELD OR BRIDGING CLIPS 18H7 I I I O I I I r.�- ry EL,113 -4 a L 3X3X3/16 _ — _ 1 + 0I I EMBED#5 - ) - Iuo I 41 1 L3X3XMI i =o - j --� ti _ _ � 14H5-� I i - ', m 8H30 �_ _ STEEL JOLT r I 0 �� /� SEE PLAN J L EM ED/#I _I �� �� 12H�1 � _- _ I o 1�'� � � � �� �� / I � II$ I" �:C U 0' N•) f�'#i/e I I / \ I SEE 7/S3 I I _4 8H3IIV �. i� LSX4X5/1GX1 -0 T Y RaW/ 2 /4E X h. BOLTS TS• 2� X2�� X�16 )4 r TYP. X--BRIDGING SEE S4 a' B/ 8H,3 - EMBED 5 O ... .. .. t T II : : t. � MIN . ^, 4 _ CL r O� T.S.2V2x21/2X3/IG DECK I'A' i- ?. 36 DIA. �r CONCRETE U/ALL TOU.O.N, TIE BEAM F EL. 1 1 3-- 6 %2t� ; 4 X S X 1/4W/ z L 3 X 3 X 1/�1 CONT. �. I ,_ B OT 2 - I/2�� C� X 4 W, S, ap ROOF FRAMMNG , PLAN 1_ STIRRUP SPG. 36 DIA. -- --- fV ' F ` SCALE 1 /8 1''-0„ a . STEEL JOIST ��_��'- _T- STRUCTURAL*BEAM)� SEE PLAN LL (ExT. I- f. 9 NOTE ' c BEARIN WALL' ]. TO DETERMINE LEFT AND RIGHT ENDS OF MEMBERS, ORIENT PLAN FOR NORMAL READING OF MEMBER 10 4` O NOTE 4_ 01MIN - - _N. � "MIN TIE BEAM I FOR I YP HORIZONTAL BRIDGING 'EE 2/S2 36DIA 2 3X3x% --- 36DiA 2 FOR T YR X- BRIDGING SEE 6/ S2. 4 #3 El @36 U.O.N. DRAWN BY: RT 3/G I' TOP CHECKED 36 IA 1�182 DAT E : 7I c 1 / ISOCENTF_R , ( BUT. TYP. I I _ REVISIONS: R_ 12X20X1 SPG. WELDED UNDER , STIRRUP . I J ` 2 L 3X3X% { ( L 2 (I N T, STRUCTURAL BEAM) BEARING ALL BEARING WALL �� DIAGRAM COMMISSION '�P. STR�1CTU �l�~� r + rl0 . S2 SHEET - - NUMBER: E ^S"2 OF 4 STATLER SERVICE d SUPPLY INC. 186201 c-� n.. r� a TYP. PARAPET 4 5 4 4 CONT8„ VER SEE ARCH. FILL REINF. CELL V1/ CONC. L , POCKET OUT FOR JOISTS - _ ROOF DECK "AIL I o L 3 X 3 X I/4low RON EL. 113 - 4 \N ,I " N =� �TF_EL JST. SEA PLAN \_2131 24 5 CONT. TOP � EMBED# I BOT. W/ � 3 0 @ 36 �[L*IA S3 T Y R PARAPET L O ; CANOPY DEC K it --� L 3X 3X1/4- - l l 11r; 1 "p1 2 B 5 2 # 9 X28� } 01TOP 2 # 6 X 28 - 01 BOT. #30IOC-'24 FROM COI_. C 12 . * 3 0 (9 36 ALL OTHERS • ( LAP 2131 RE BAR 4� EMBED +6 3/8' X 811 X 0' - Ip' k W/2-3/I0X61W.S. a.� ti L• SfAfLER SERVICE 4 SUPPLY INC. 186201 TYP PARAPET SEE 1 /53 r i �N DECK 'lA - I I I u --- EL.I13-6/2 EMBED 4 3 WT4XI?_ W/ - u it %2 X4 W.S. @ 2-8 2 B 2 2 # 5 CONTI TOP BOT. W/4�3 0 @ 36 811CMU 3/16 2 S3 EMBED #I 11 3/8 X6X10 TOP OF It FLUSH W/ TOP OF CONCRETE ��-'_I SEE ARCH. TYP PARAPET SEE I / S3 of DECK it II 'o I L 3X 3X %4 -- EL. 113-4 N STEEL JST. =� SEE PLAN S TN \ 2133 2134 2# 5 TOP CONTI. 2 # 5 TOP CONT. 2# 5 MID -HT. CONT. 2 # 5 MID -HT. CONTI, 2*9 X281-011 BOT. 8� 2 # 7 BOT. CONT, # 3 © 10 @ 12, CONT,@ # 3 0 3 @ 129 CONT, Q' 36 36 (2 EACH END OF EACH END OF OPNG. OP NG . STEEL- JST. 45 ROOF BEAM STEEL Of? CONIC TYP JST. TO OBLIQUE BEAM CONN . 4 30 2 # 5 TOP BOT. 3 1 -EMBED*3 I 1 II EL. 113--02 _ i 2B2_ �L 5X3A4 (LLV) �1J (DECK 1iA1�� EL. 113-6%21 �--r-- E L • 113 - 4 AJS-I. METAL STUD SEE- ARCH. STEE SEE PLAN --� -L 2I/2X2I/2X/4 °C EACH STUD r_8_� L IXIX'/8 X-BRIDGING -L 5 X 3 XII/4 (LLV) „ DEC K A. c: -W8X18 L 21/ 2 X 2% 2 X %4 @ EACH STUD I FOUNDATION * SCHEDULE', COLUMN FOOTING SCHEDULE MARK THICK- N ESS SIZE BOT. RF_INF, F3-OX3-0 IZ'I 3-OISQ• 3*4EX F3-6X3-6 12 61 SQ, 5-tt-4 E,W, F4-OX4-0 1211 4-OISQ• 4it- 5EX N WALL FOOTING SCHEDULE MARK A D DOT, REINF. WF2-0 2�- 0't 12 2W5CONT. f� 3 @ 36" CWF2-8 SEE SECTION 7/SI W F4 - 0 41- 011 1 6It 4#5 LONG;#4&24 W F 5 - 6 ___-- 51- 6fl 16"5 5 LONG;#4C�24 WF6 - 0 61- 011 1611 545 LONGy#4(224 W F 9 - 6 91- 611 16 8 #5 LONG;g5@8 WFIO- 0 10 - 0 16" 95 L0NG�#58 u -6 METAL STUDS ! @ 16 O.C. SEE ARCH. I STRUCTURAL.GENERAL NOTES �. GENERAL STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD BUILDING CODE, AS ADOPTED c; o AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2 VERIFY ALL DIMENSIONS AND''SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY rx y°;� THE ARCHITECT OF ANY DISCREPANCIES,QR INCONSISTENCIES. nw- ` m 1.3 DO NOT SCALE DRAWINGS. o• ¢, 1.4 SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON. �' r_ Q 1.5 SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND N �.0 EMBEDDED ITEMS WHICH AFFECT THE STRUCTURAL WORK. VERIFY -DETAILS AND -DIMENSIONS P c Qu- WITH EQUIPMENT PURCHASED. o 1.6 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN o s z WRITING BY THE ENGINEER: 7 1.7 AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SOIL COMPAC- Q o TION, WELDING, CONCRETE STRENGTHS AND OTHER,REQUIREMENTS.' NOTIFY AND COOPERATE WITH LAB. 1.8 FOR, ACTUAL ELEVATION OF EL. 100'-O", SEE SITE PLAN. DESIGK DkA 2.1 E LOADS ROOF 20 PSF 1. PUBLIC AREAS, 100 PSF 2.2 WIND VELOCITY 110 MPH 2.3 ALLOWABLE SOIL PRESSURE 2500 PSF W. . I, S. FOUNDATIONS 3. ORGANIC MATERIAL AND UNSATISFACTORY SOIL SHALL BE REMOVED. FILL SHALL BE CLEAN o 00 SANDY SOIL , w M o 3.2 ALL SOIL,UNI)ER FOOTINGS AND SLABS SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF z X THE MAXIMUM DENSITY, ESTABLISHED BY THE "MODIFIED PROCTOR COMPACTION TEST";;,ASTM CL m o cc 0=1557. �, w 600 Oo a .is' CL J cei �. MASONRY Lo �.- 4.F CONCRETE BLOCKS SHALL CONFORM TO ASTM C90 (28-DAY STRENGTH OF 1000 PSI ON THE GRASS "' a A EA), GRADE N-1. o 4.2 MORTAR SHALL BE TYPE M OR S. z 4.3 REj..NFORCE WALLS WITH TRUSS -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WALL IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY. PLACE PER MANUFACTURER'S INSTRUCTIONS. cc� EXTEND INTO COLUMNS, OR PROVIDE DOVETAIL ANCHORS TO'SECURE-MASONRY TO COLUMNS. 4.4 ' WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE WNTINUOUS STRIPS OF 8 X 8 ALUMINUM SOFFIT SCREENING OF .013" ALCL'AD WIRE CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 4.5 SYMBOL "## " ON PLANS INDICATES CONCRETE BLOCK WALL CELL FILLED WITH GROUT AND WITH 145 BAR, DOWELED INTO BEAM ABOVE AND BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.6 ALL OPENINGS SHALL HAVEi'BLOCK CELL AT EACH JAMB- FILLED WITH CONCRETE. 4.7 GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST REVISION, AND SHALL HAVE cc A MAXIMUM SLUMP OF 9". PROVIDE CLEANOUTS. PUMP 4'-0" MAXIMUM GROUT LIFTS WITH P0 MINUTE DELAY BETWEEN LIFTS. (� 5. CONCRETE AND;,,REINFORCING 5.1 CONCRETE' WORK SHAL.L.CONFORM TO ACI SPECIFICATIONS..FQR STRUCTURAL CONCRETE FOR r �� _ BUILDINGS (ACI 78). j'' W 5.2 CONCRETETj28-DAY COMPRESSIVE STRENGTH SHALL 3000 PSI. 5.3 REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION 5 4 WELDED WIRE FABRIC SHALL CONFORM TO'ASTM A-185, LATEST REVISION. 5.5 PROVIDE. CONCRETE COVER OVR REINFORCEMENT AS FOLLOWS,,`t,LNLESS OTHERWISE.NOTED:. . O ' BEAMS;(OVER STIRRUPS) 1-1%2" ��� ..Cc COLUMNS (OVER TIES) 1-1/2"♦♦�~z I' FOOTINGS 3" FROM EARTH FORM. CC �/ =Z 5.6 BEAMS SHALL HAVE NO HORIZONTAL JOINTS': STOPSAN CONCRETE WORK SHALI,,BE MADE AT � CENTTR 'OF SPAN WITH VERTICAL BULKHEADS. a� 5.7 WHERE BEAM REINFORCING IS'SHOWN CONTINUOUS, LAP BOTTOM BARS OVER SUPPORT AND ''TOP BARS AT CENTER OF SPAN. 5,8 LENGTH OF LAP SPLICES AND BA EMBEDMENT SHALL BE 36 BAR DIAMETERS UNLESS -OTHERWISE C NOTED. 5.9 AT CHANGES IN DIRECTION, OF: CONCRETE TIE BEAMS; PROVIDEI-GORNER BARS OF. SAME SIZE AND ID SPACING AS TOP BARS.IN.BEAMS. 6. STRUCTURAL STEEL EI 6.1 STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, EIGHTH EDITION. 6.2 MATERIAL SHALL CONFORM TO'THE-,`FOLLOWING, EXCEPT AS NOTED: STRUCTURAL STEEL: ASTM A36. ANCHOR BOLTS AND MACHINE BOLTS ASTM A307. HIGH STRENGTH BOLTS: ASTM A325c STRUCTURAL STEEL TUBING:;: ASTM A500.04, PIPE: ASTM A53 GRADE 6,, '®"' 6.3 WELDING ELECTRODES FOR AJ6 STEEL SHALL BE F60XX, RETURNTFILLET WELDS;FOR FRAMED CONNECTIONS 1/2" AT EACH.END. 6.4 FIELD CONNECTIONS SHALL. BE MADE WITH 3/4" HIGH'STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE,, 0 F 6,5 DESIGN BEAM CONNECTIONS TO DEVELOPTHE RtrACTIONS DUE TO THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE BEAM SIZE ,AND SPAN; SHOWN, ASSUMING �Ft1�L LATERAL SUPPORT, UNLESS OTHERWISE NOTED. 7. STEEL JOISTS 7.1; WORK SHALL CONFORM TO -THE STANDARD, SPECIF,IRAT'IONS FOR OP.,EN-WEB STEEL JOISTS ANQ, �. LONGSPAN STEEL JOINTS, OF THE STEEL JOIST.I,N,STITUTE, LATEST.REVISION. 7.2 JOIST MANUFACTURER SHALL BE' A MEMBER QF:TktE STEEL JOIST INSTITUTE. 7.3 JOIST BOTTOM CHORDS SHALL BE DOUBLE ANGLES,';'OLL 7.4:HANGERS FOR 'SUPPORT OF.EQUIPMENT,'OR MEMBERS SUPPORTING SIjCHk1ANGERS, SHALL BE LOCATED AT PANEL' POINTS OF JOISTS.`' 8. VERMICULITE CONCRETE ON•CORRUGATED METAL ROOF DECK`' 8.1 DECK "A"_.,SHALL BE VERMIC ITE'CONCRETE, 1:6 MIX, WITH RIGID INSULATION BOARD, PLACED Q:N;A GALVANIZED, SLOTTED 28 GAGE HIGH -TENSILE STEEL CENTERING HAVING 9/1611 CORRUGATIONS, AND SHALL BE EQUAL TO "ZONOLITE" WITH "INSULPERM" BOARD ON WHEELING YP• �' I: "TENSILVENT 50 8.2 VERMICULITE CONCRETE SHALL„BE 2" THICK OVER INSULATION BOARD AT VALLEY,'S AND ROOF DRAINS.,'>,:TOP SURFAC,-`SHALL_`'SLOPE 1/4 PER FOOT TO DRAIN. SEE ARCHITECTURAL ROOF PLAN. 9. MISCELLANEOUS 9- WELDED STUDS (W.S.) ANCHOR SHALL HAVE HEADS AND BE "NELSON" OR APPROVED EQUAL. "Now INSTALL USING MANUFACTURER'S WELDING EQUIPMENT. 9.2 EXPANSION ANCHORS SHALL BE SELF -DRILLING, "PHILL'IP-S"' OR APPROVED EQUAL, INSTALLED i. IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, DRAWN BY: D S . CHECKED BY: AWN DATE: 7, REVISIONS: COMMISSION NO. E5l-lo3 SHEET NUMBER: 19. S-3'OF 4 C 44 Y Y I t9 V STATLER SERVICE 8 SUPPLY INC. 1862UI -,TREATMENT ROOM' FIRST FLOOR & WALL REINF. PLAN` .ter Fla SCALE 1/4„ I ' RADIATION TREATMENT ROOM NOTES 1. -,FOR ADDITIONAL•DETAILS, EQUIPMENT, ETC., SEE ARCHITECTURAL, "VARIAN !ASSOCIATES" AND ENGINEERING DRAWINGS. 2. jVERlIFY ALL DIMENSIONS, EQUIPMENT REQUIREMENTS, ETC. WITH ;MANUFACTURER'S DATA PACKAGE. 3. 'CONCRETE FOR WALLS, ROOF SLAB AND FILL SHALL HAVE A DRY DENSITY OF ' 147 PCF AND A 26 DAY COMPRESSIVE STRENGTH OF 3000 PSI. WEIGHT TEST !REQUIRED FOR EACH POUR. ' 4, ID.N.C.; ABBREVIATION FOR "DO NOT -_CLOSE - CRITICAL DIMENSION." 5. iLAPS AND ANCHORAGE OF REINFORCING SHALL BE 36 DIA. U.O.N. 6. . DEPRESSION IN SLAB ON GRADE;�SHALL BE FILLED WITH GROUT (fc' = 3000 PSI) BY GENERAL CONTRACTORAFTER EQUIPMENT HAS BEEN INSTALLED. 1 II NOTE FOR BEAM EMBEDS 9 JOIST SEATS AND DECK ANGLE, SEE ROOF PLAN ON SHT. S2 . TREATMENT ROOM., �fTL3 7._�.. ROOF FRAMING PLAN • SCALE 1 /4" .:11 07) .1 ,. i t 1 I u 24 -1�2 I u 13- 5 SEE ARCH. RRBI EL. II7-0 2 6 TOP 2 � 5 MID --HT. 2 # 5 CONT. 2 7 BOT 4p3Q@IZ e u 11/2 C L. T YP TYP, WALL REINF..---. hL4@12 E.W. -u EACH FACE _ # 4 @ 12 DOWELS EACH FACE I d 41-01 ; TYP PARAPET: * 4 (5 12 E W. � n 22 - 101/2 If 1 10 - 8112 TYP. PARAPET LO 1j , „ SEE 2 /S4 4-6 4 -- 6 o� Ewa #t4 9112 E.W. #4 @12 DOWELS M ¢ LL J EACH SIDE oo p, =T o Qz w s to 00 ello �'" ® d " © ' - 1 �o® ®o®ego em �5@12 ��_ �5@12 �5G12 n 5G6 6 (56 # 5�0 n.: 1-0- RRSI RR S2 RRSIoo 5/81 OX 2-01 EYE_ BOLT o C APAC IT Y 1000 "1 _ . O In CV O CO cD. I II I 11 - w O co 1 2 ? 7- 5 ? O<N " m r0 v _� IST FLOOR �; F TDS 6 SLAB I FL.100-0 o00 --,cl Z ^ �'a a cc I LWF4-0 0 �EL.117'-0 11/2CL, _ T Y P TYP. WALL REINF. 4 (3 12 E -W. EACH FACE ILT FLOOR EL. 100 - 01 I II I 11 i—OXI- 0 FRAME 2X2X1/4 & I/a XI/2 (G A LV.) III W/ I/2 0 X4 Val . S • /4 STEEL It (G ALV. ) CONE EACH SIDE) 4 O DRAIN 18 18 SEE PLUMBING .3 H@ 12 EACH SIDE . DRAWINGS 141- 21/211 I SEE 1 S4 CJ I #- 5 0 12 TEMP TOP � BOT. 1 ;� 4 @ 12 DOWELS 11 EACH FACE 6 SLAB -� 4 @ 12 E.W. TOP OF nLL EACH FACE EL. 1131- 4' O F ✓✓✓ O 1 -N 11 I N - AT C.J. (CONSTRUCTION JOINT) TYP, 2X4 KEY —O EXT, FACE HORIZ, FLUTED JOINT , INT. FACE I SEE ARCH. cv O p U a w t� U O w s O 5 54 II/21 CL, TYP> - 0 j ra 0 .F 4 , R®®E EXH Au SEE SCHEDULE FOR FAN SIZE SELF FLASHING FACTORY CURB BY MECHANICAL CONTR. ROOFING BY OTHERS un���r`rr I vnlrrER & FIRESTAT (SEE SCHEDULE & SPECIFICATIONS) TER DETAIL NTS SUPPLY DU SPIN Coc.LA'Z: ` Ducr FEEXIM DUCT `� ` `� AREMOIE DAMPER Tt GvMPO HF-NY S CONNCC194 .• �' AsSEMBIY F-:74LCbN-IHST, G lit iP �OtjIQOl ( FN(:To¢.Y XTTPuaFo Cp CADRE ptaenPER 6►1D WrrK �Ho) AIR DIFFUSER \. CHAMBER - LOT P1 ul I'ULL To L i P r-"D 9 F c.oHiiwL 14-rC No l•E. ..... _ _. _SEGuR�c I 'ia To _S 1 > E.WA• Ll. SPIN,LN. FITTING•W/,VO.LUt1E.. . CONTROL DAMPER FLEXIBLE ROUND RUN OUT 3 A a I \----COVER RUN OUT .WITH INSULATION �__��rYP. ROl��9D DUCT (%.ONNECTION NTS r.D. ACCESS DOOR SIZE DUCT WIDTH ACCESS DOOR 6" THROUGH 18'1 .6" X 1211 19" THROUGH 24" IV' X .18" 25" THROUGH 3611, 1211 X. 18" 37" AND -BOVE 1.8" X 18" MIN. 5" MIN. 24" CLG. RET GRILLE. FOR SIZE • BUILDING CONSTRUCTION (WALL OR FLOOR)'. HVAC GENERAL NOTES ANCHOR FIRE'RAMPER TO STEEL SLEEVE 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DWGS. TRANSITIONS TO ALL .EQUIPMENT SHALL BE VERIFIED AND 1'a f I'� X �./1 ANGLE : PROVIDED FOR EQUIPMENT FURNISHED. C-i O 2. BEFORE FABRICAT.ION,.VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. 10 -V ANCHOR "ANGLE TO STEEL SLEEVE • 3.. SEE SPECS. FOR WEIGHT, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. N (n 4. DUCT SIZES AND EQUIPMENT OPENINGS, THRU WALL PARTITIONS SHALL SUIT oQ "CL g- } EQUIPMENT -FURNISHED. UJ o c¢ti • STEEL SLEEVE OF GAUGE AS RECOMMENDED. 5.. COORDJNAT•E:QIFFUSER AND REGISTER LOCATIONS WITH ELECTRICAL LIGHTING , o BY DAMPER -MANUFACTURER 16 GA. MIN. LAYOUT A.NR 'ARCHITECTURAL REFLECTED CEILING PLANS. o c z 'I ) ACCESS DOOR SIDE OR BOTTOtt'QF DUCT 6. DUCTWORK.LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH o 00 PLUMBING PLANS. -' • "S" JOINT (`TYPICAL) � : • I 'i-• .(AT ALL FIRE DAMPERS) ' . 7. ALL EQUIPMENT, DUCTWORK, ETC. SHALL BE SUPPORTED AS DETAILED •PROVIDE ADDIT-IQNAL SUPPORTS AS REQUIRED'TO PROVIDE A VIBRATION -FREE S i ' :..) RIGID INSTALLATION. 9 8, ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. NOTE: INSTALL. DAMPERS 9. ALL'WORK SHALL.BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN IN ACCORDANCE ... ..�:..,,, ..i '.:..�'.���: U.rL.'LABELED FIRE DAt1°ERNATIONALCONTROI DUCTS AND PIPING, (.LNGLUDI.NG.DI.VIDED DUCTS) AND TRRANSITIONS AROUND WITH MANUFAGTURk�iR'�,RE= AIR FSD-a•8LSPRING LOADED WHEN IN HOR1- OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. COtIt1ENDAT I ONS . ZONTAL POSITION.. Lo (9 r` ' O co N 10. INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS OR DIFFUSERS cn • SHALL BE PAINTED FLAT BLACKW � •. (D co co II ' �• 11. REFER TO TYPICAL DETAILS FOR INSTALLATION QF EQUIPMENT. a_ m m� 12. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE o _i M REQUIRED FOR OPERATION AND MAINTENANCE OF ALL DAMPERS AND U- " MECHANICAL EQUIPMENT.- FIRE/SMOKE ®AMPERDE 1 AIL. 13.1• -I- lNpIGATGS MhNLIALv0LUrr1 f NIPGcz a NTS c _. o FIBERGLASS DUCT SEE SCHEDULE BELOW FOR SIZES TRAP SIZE SCHEDULE CLG• R/A GRILLE SIZE DUCT DIM. IN. L Q 6 X 6 6 6, 8 X 8 8 8 10 • X •10 10 8 •' 12 X 12 12 1Q 14 •X 14 14 10 16 X •16 16 12 18 X 18 18 12 20' X 20- 20 14 . 22 X 22 22 14 24 X. -24 26 7F71 4 q2 ` Y I AI.� �' N...Al -.E00IT DETAIL. M 3 _ NTS REFRIGERANT LINE SIZES HEAT HORIZONTAL TO 25' HORIZONTAL 26'-50' PUMP LIQUID SUCTION LIQUID SUCTION MODEL DISCHARGE DISCHARGE 44 1/411 7/8rI 1/21I 7/81I 54 112 1 1/8 1/2 1 1/8 84 1/2, 1/Z 1 1/817/8 1/2 (2) 1 1/8, 7/8 104 1/2 1 1/8 (2) 1/2 (2) 1. 1/8 (2) 134 1/2 1 1/8 (2) 1/2 ('1 1 1/8 (2) EXHAUST FAN SCHEDULE FAN FAN NO. CFM S.P. SONES R.P.M. H.P. VOLTS/0 TYPE DRIVE BASIS OF DESIGN EF-1 580 1/4 3.8 916 1/4 120/1 CENTRIFUGAL BELT GREENHECK, 10-4-R1, W/ GPS 22-12, CURB & DAMPER EF-2 200 1/4 3.6 1300 1/50 120/1 CENTRIFUGAL DIRECT GREENHECK, G-75-G, W/ GPS 17-8, CURB & DAMPER, EF-3 120 1/4 3.5 1050 1,/40 120/1 CENTRIFUGAL DIRECT GREENHECK, G-80-E, W/ GPS 19-10, CURB & DAMPER EF-4 400 1/4 4.5 1050 1/30 120/1 CENTRIFUGAL DIRECT GREENHECK, G-95-E, W/ GPS 19-10, CURB & DAMPER EF-5 200 120/1 CENTRIFUGAL DIRECT BROAN 763004 BACK OUTLET W/10" X 314" DUCT „ IN WALL TO FLAT ROOF JACK REMARKS: 1. PROVIDE BACKDRAFT DAMPER, FIRESTAT SWITCH AT UNITS AND PREFABRICATED CURB _ ON -ROOF TOP EXHAUSTERS .: 2. INTERLOCK 'EF-2 WITH AHU-1. AIR DISTRIBUTION SCHEDULE MARK DESCRIPTION A £RIAL FINISH BASIS OF DESIGN SCD-1 CEILING ,DIFFUSER: LOUVERED.' -FACE, ALUMINUM OFF WHITE. TITUS TDG-AA-6 SURFACE -MOUNTED, OPPOSED BLADE WITH A6-95 DAMPER (�I h- DAMPER, REMOVABLE CORE ECG EXHAUST CEILING REGISTER ALUMINUM OFF WHITE TITUS 52-F5 1/211 GRID, SURFACE MOUNTED, OPPOSED ®. V BLADE DAMPER FBR FIXED BLADE REGISTER: 1/2" BAR ALUMINUM TITUS 4-FL5 SPACING A 45 ANGLE, MOUNTING W/115 FRAME = z FRAME, OPPOSED BLADE DAMPER Uz a FD FIRE DAMPER: U.L. LABELED STEEL GALVANIZED RUSKIN 1BD2 ate AIR EXTRACTORS, STEEL, OPERATED STEEL TUTTLE & BAILEY THROUGH THE FACE OF A DIFFUSER OR VLR C(l GRILLE FACE WITH PUSH PULL OPERATOR DD STRAP. r. TURN�NG VANES -NON-ADJUSTABLE 90' STEEL TUTTLE & BAILEY 0' & 45 AIR TURN FOR SQUARE DUCT DUCTURN ELBOWS, DOUBLE WALLED GALV. STEEL BLADES WITH FORMED TENONS ON SIDE PIECES, CUT TO SIZE IN FIELD. WL WALL LOUVER. 4", STORM PROOF, FIXED ALUMINUM ANODIZED RUSKIN ELF 81S W/"K" BLADE HORIZONTAL EXTRUDED ALUM..BLADES AT z 45 ANGLE & 3-3/4" O.C., EXTRUDED ALUM. FLANGED FRAME, ALUM, BIRD SCREEN rLD___., 1/4".047 BASKET WEAVE. o FLEX DUCT FITTINGS - ROUND DUCT STEEL GALVANIZED GENFLEX DB-20EL FITTING WITH 45 EXTRACTOR AND TWIST-LOK FITTING I ., DAMPER. SCD-2 AIR CHAMBER WITH ROUND COLLAR ALUMINUM --- ALCAN CEILING SYSTEMS CONNECTION. CONCEALED ABOVE METAL CEILING SYSTEM SPLIT -SYSTEM HEAT PUMP SCHEDULE Ll LLM AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 FUTURES^ MARK CU-1 CU-2 CU-3 CU-4 CU-5 TYPE __7VERT., HORIZ. ETC.) VERT. VERT. HORIZ. HORIZ. HORIZ. INDOOR SECTION CAPACITY (CFM) 4I5 P 3500 3.30 1300 1900 O.A. CFM 230 810 640 220 220 ESP (IN. WTR.) .71 .73 .62 61 Ji MOTOR .(H.P.) 2 1 z: MOTOR (V/PH) 208/3 208/3 208/3 208/3 208/3 MOTOR (FLA/LRA) 6.6/58 5.6/39 5.6/39 3.6/22.2 3.6/22.2 COOLING SECTION MBH TOTAL/SENS @ 95) 116 103 96.5 40 55 ENT. AIR DB/WB 77.1/64.1 80.4/66.9 79.6/65.6 79.2/65.4 78.2/64.7 HEATLN<� ,! CAPACITY MBH @ 17 76 63 56 28 33 ELEC. (V/PH) 208/3 208/3 208/3 208/3 208/3 FILTER SECTION TYPE DISP. DISP. DISP. DISP. DISP. SIZE (W X H)(IN.) 25 X 25 25 X 25 25 X 25 20 X 20 20 X 20 DEPTH (IN.) 1 1 1 1 1 t QUANTITY 2 2 2 1 1 f S.P. (CLEAN/DIRTY) 0.1/0.2 %;0.1/0.2 0.1/0.2 0.110.2 c'0.1/0.2 OUTDOOR SECTION CAPACITY REDUCTION 50/50 50/50 50/50 NO NO . NO. OF'COMPRESSORS 2 2 2- 1 1 COMP. �V/PH) 208/3 208/3 208/3 208/3 208/3 COMP. FLA/LRA) 18.7 (EA)/126 16.5(EA)/103 15.3(EA)/175 12.5/72 16.5/103 COND. FAN �NO. & HP) 1/1 1/1 1/ 1/2 1/ 1/2 1/ 1/2 PRAWN BY: 01.y./ COND. FAN FLA) 4.0 4.0 2.2 2.2 2.2 ' ' COND. FAN (V/PH) 208/3 208/3 208/3 208/3 208/3 CHECKED , BY:G BASIS OF DESIGN WEATHERKING WEATHERKING WEATHERKING WEATHERKING WEATHERKI-NG DATE: OUTDOOR SECTION RH134. RH104 RH84 RH44 RH54 RI VIS10 N S: INDOOR SECTION VH134 VH104 VH104 HH44 HH64 REMARKS __"PROVIDE UNITS WITH THERMOSTAT ASSEMBLIES, COMPRESSOR ANTI -CYCLE RELAY, REFRIGERANT SIGHT GLASS, LOW AMBIENT HEAD PRESSURE CONTROL FOR BELOW 35'0F, & PHASE LOSS AND LOW VOLTAGE SAFETY MONITOR. 2. FIRESTAT IN RETURN A.IR OF ALL AHU UNITS, INTERLOCKED WITH SUPPLY FAN MOTOR, TO HAVE EXTRA SET OF N.O. DRY CONTACTS. TO BE CONNECTED TO FIRE ALARM SYSTEM BY FIRE -ALARM CONTRACTOR. 3. RUN REFRIGERANT LINES IN PVC CONDUIT UNDER CONC. SLAB. MECHANICAL'CONTRACTOR TO COMMISSION COORDINATE SIZE, QUANTITY AND LOCATION WITH GENERAL CONTRACTOR. - NO. �31 -�©3 4. RUN CONDENSATE THRU NORTHEAST WALL AT FLOOR LEVEL FOR EXTERIOR DISCHARGE (TYPICAL SHEET. AHU'S 1 THRU 3) AHU-4 CONDENSATE SHALL RUN TO FLOOR DRAIN. NUMBER: PROVIDE P-TRAPS AT UNITS. - 21 M-1 °F IPPLY INC. 106201 S'FAI am am 0 ' ry a 57 • ' �_ ____-...- - �r. .y SrAfLER SERVICE & SUPPLY INC. 186201 ` ,L. 30148 1 ILI L1, 1 MECI-I [.Cain( 'P_'IMi. off-C'TIOJ sc:aLE; /"= I�Q„ I I MATCH llkE ��- _ 1811U FLGA i , • Cv�-I►J \ II�II, lalla- . i s15z ```` laI-I LI 3 A1•! 11-3 JfJJ `L J r, LTER SPRING I101AT0P,3 LI YP) I �� I�NI iri I�EFt���.Tbr�l PARTIAL FLOOR -PLAIN-HVAC . SCALE: 1 /4':1'-0" Off' I CU -I CU 2 U-/4 i CU-5 j F -F -7- — — --�- -1 [KRGEU T I I I GENkF�A1�l; I WL L -48 84 00 UM L L_ L I '"IZUCFM PawIc �-ri [gypr q�GD{ w) qm �I - 4l�, _ 1 i _ lox(o -'�C� — _ —� � f�Ci�r" 4UCIr1 � � \!•l U►21GS�IC� � � EF-4 I --- 1OX';Y4 UPIrU— y- ROOF SAbv': - / 0' M A OV7N O00cO Lu ILO II c� a m Q `� w cc OOo O a_jm M LL • o 0 Z a .J cc O c♦ w "u t'®'°' —j�� -,JUT-, ua :D D C(l El. z 10, 0 0. .: .4 • l � 1!' i ! 41 DRAWN BY: GS%G1..W CHECKED B Y : fi'C: DATE:.�� �� -% REVISI NS: . r COMMISSION N O. Fl- 105 SHEET NUMBER: r ' 2 A f OF A sa �� A _{ r t � t h- • Q f' t) ':% ry' I 14 0 4 r \ 0 ' 1! 0 t O - a F STATLER SERVICE & SUPPLY INC. 186201 G •18" X 18' X 0' CONCRETE FINISHED GRADE PAD POURED NEAT WITH MA a FINISHED TOP ���9•,� A3'a•�-a � tea® "JOSAM' 58850 SERIES OR:l;QUAL . CLEANOUT AND ACCESS COVER, iSAND BACKFILL �! 4" CAST IRON ON LINE SIZE 5' AND LARGER , FULL-SIZE,_ ON PIPING 4' AND SMALLER r' CAS F IRON REDUCER IF REQUIRED 'r 7. �f LINE SIZE CAST IRON EIGHTH BEND LINE SIZE CAST IRON WYE ! ' PIPE SIZE ,AND r MATERIAL AS_ NOTED ON PLANS .• it `'•. i'i !FULL LINE SIZE CAST ✓., r: S . .,i• S .. , (IRON DRAINAGE PIPING (SEE PLANS) r' APPROVED JOINING !j .METHOD UFTAIL EXTERIOR ''CLEANOUT N.T.S, EMERGENCY GENERATOR DAY TANK (FURN. W/GEN.) VENT LEVELOMETER W/LOW LEVEL SWITCH,' FOR FOR PNEUMECATOR #H-5 OR_�EQUAL 3/8 Ili" GOOSENECK WITH M` - + SCREEN VENT • FOS _ 3"FILLCAP IN 1811 X FLEX CONN, 8��X.6I�REINF• CON- SW'ING JOINT CRETE PAD. FINISHED GRADE 3/81 1/211 N 550 GAL. U.L. LISTED DIESEL FUEL TANK. TANK UNDER THIS SECTION �, y OF CONTRACT. 4 - 1/2" ANCHORS W/GALV. STEEL NOTE: INSTALL ACCORDING CABLES - MACHINE INSTALLED AS — TO GEN. MFGRS, RECOMMEND - MANUFACTURED BY A.B. CHANCE ATIONS &ALL GOVERNING #6346-1 CODES. INSTALLATION UNDER THIS SECTION OF. CONTRACT. - EMERGENCY GENERATOR PIPING DETAIL f-FIYIALE� I2C _P to u�-I TI LET -+� ffIE . STA F F �I Q z ELT LoUNe I _ _ _ _ �`` R 5 (� 555��� III gv 11 121 FD- I IG-� _ 0 C.O. i { 3� .- u - -- -' -, `?-- n G-1J- _ _ I�2� V• CAN IN V�a;�,l. , i per- GJ� alT� I �'u �, �� {_..--------- AY TAN K j C (7) �To� o�� I TaIL�.� � 4 II �, �-I - , _ - - - - -�\•. L,EvEL, ON�E1"E� ELLw_c ' FZ0of`l �I rl 2q r ?17 7 �USII�I�� of F III �' u 2, —1 012 Off=. I15 41 �-,� fro I I 1-r 5 1 - "� 5 rC.o• . VIEI�1{r1� �Jfc A _ 3/�'. Ids �J CF - nn9 � - 3 %2 �4'' { I _ `r�` rI J -31- S� I ' 1/2., I 4 �4 I _ r,� �D I I �x arr( - i �`� - I I (� 3 a N& A � � { � „ Mli�l U l,V� L tI (1� ECM C_o.F r4TI I I F I- -" __ i �I /TP- I ��I -;- GOF1=F�. C j r� -_ >✓SILI_IIUG I- 1 /-i _L-- - /'`- I I i log ulu��L.cl-Wtl� �-�, G� I N I �I 12.E Lopggy wf-,r�{ I• _I.� I�' I , 4�io � '�" pN I N ,! I I „\ I C- L rTLJ r?-.F-:- I . Ifs �^ �► ' T:A�'M ISM; / I ® -I�I�� C70 FEMALa uA P �a I I T� Iez- _ I I .--0 U., i 11 h MALE ��-- \0_ _v. ;a 1OCj 01 BAN I T72F::> C.Is�-:DCj to I FLOOR PLAN PLUMBING SCALE: 1/8":.::1'-0' NOTES: 1D IN JOIST SPACE D BACKWATER GATE 'VALVE IN ROADWAY BOX TO GRADE 3� AS LOW AS POSSIBLE ABOVE CEILING O OFFSET BELOW BEAM Q SLEEVE AND WEATHERSEAL 6 RECIRCULATION PUMP MOUNTED ON WALL (7 3/411CW:DN TO BELOW SLAB., VALVE 24" A.F.F.. O SLEEVE AND FIRESTOP O EXTERIOR C.O., SEE DETAIL 10 PIPING DOWN IN WALL, VERIFY WITH GENERAL CONTRACTOR. M 1e U o r4 GO o c pD m G .S C a QQwao Q0 rw '» -0 0 0 oEz U o4 w 2 Q Lo C] I- O Lo CV 0 W W u `°co M co w �� 600 0 Ll J c7 Lr)LL� c� O 0 Z a O J c F-UJ (,)F— Lu ZF- .0 �.)Cn ■ w� <x cc, ( ul Ua 0 0 Z LL. Z 0 0 U. F DRAWN BY: JH/ TcK CHECKED BY: TGC . DATE: 7- REVISIONS: 'COMMISSION NO,:�3I- SHEET NUMBER: ., I OF f4 13 Q 4 4 P. SIP N � 3 i • STATLER SERVICE & SUPPLY INC. 1662U1 Vl/p 40 Ll MATCH LINE JAB►T02 Ci-05r T N. aR � J MATCH LINE 'Alp PARTIAL FLOOR PLAN PART "A" POWEA-1 1/4i� ; 1'_a u ]„ ELECTRICAL CONTRACTOR_ SHALL, PULL .ALL ,,VARIAN._-SUPP,L.IED...POWER CABLES AND CONNECT ELECTRIC UTILITIES AS REQUIRED FOR COMPLETED INSTALLATION FOR THE CLINAC 6/100 AND ASSOCIATED EQUIPMENT. 2. ROUTE ALL COINDUIT ASSOCIATED WITH THE TREATMENT ROOM EQUIPMENT TO AVOID RADIATION SCATTER. SEE DETAIL 3." ALL BACCKBOXES PENETRATING;; EITHER SIDE OF: THE TREATMf NT' ROOM WALLS MUST HAVE A 1" TRICK LEAD PLATE MOUNTED BEHIND BOX WITH"A 1" MARGIN ALL AROUND, I 4. SEE SHEET E-3 FOR PANEL "L1A" & "EA". 5. SHOULD UNION CONTRACTS PROHIBIT MANUFACTURER'S FIELO'ENGINEER FROM MAKIiNG TERMINATIONS OF MANUFACTURER'S SUPPLIED CABLE THEN SAID TERMINATIONS SHALL BE BY THE ELECTRICAL CONTRACTOR AS DIRECTED BY THE MANUFACTURER'S FIELD ENGINEER. MOTES Q12 X. 12.X 6"._.D.....J.UNCTION BOX.. FLUSH. mouNTE.D IN FLOOR. OZ .TY.P.E.- "Y1.11 . . WITH COVER. SEE DETAIL SHEET E-8. OFLUSH WALL MOUPdTED RELAY BOX - 12 X 12 X 6" D. WITH BLANK STAINLESS STEEL COVER PLATE. MOUNT 30 AFF TO BOTTOM. WARNING LIGHTS (ONE RED, ONE GREEN) SIERRA #2152, S-7N AND 405R (RED) OR 405GR (GREEN). 14OUNT 2" ABOVE DOOR FRAME TO BOTTOM. O14ALL MOUNTED LASER LOCALIZER LIGHT - SEE DETAIL SHEET E-8. FLUSH CEILING MOUNTED LOCALIZER LIGHT- SEE DETAIL SHEET E-8. :'EMERGENCY DISABLING SWITCH. N.C. SWITCH WITH 24" DIAMETER RED MUSHROOM PUSH BUTTON. PROVIDE RED SIGN WITH WHITE ENGRAVED 2" (ETTERS READING "EMERGENCY DISABLING SWITCH". SQUARE "D" TYPE KA-3 DONTACT BLOCK MOUNTED IP! DOUBLE GANG BOX WITH BLANK STAINLESS STEEL COVER PLATE AND SQUARE "D" #KR-5R OPERATOR (RED MUSHROOM). MOUNT .50" AFF TO BOTTOM. O 70A. 3P, CIRCU.IT BREAKER IN FLUSH MOUNTED ENCLOSURE WITH GROUND LUG AND ISOLATED NEUTRAL BUS. MOUNT 48" AFF TO BOTTOM. PROVIDE AND INSTALL RED BAKELITE LABEL WITH WHITE ENGRAVED LETTERS READING, "MAIN DISCONNECT - CLINAC 6/100". SQUARE "D" rFAL 32070 WITH 24VDC UNDER VOLTAGE TRIP. f$; DOOR INTERLOCK SWITCH - G.E. #CR-9440 K1K1. MOUNT 6'-6" AFF TO CENTER AT DOOR JAMB. SWITCH TO BF,.CLOSED WHEN DOOR IS CLOSED. J BASE FRAME *JUNCTION BOX PROVIDED BY EQUIPMENT MANUFACTURER (12" X 24" X 6") VERIFY LOCATION OF CONDUITS WITH MANUFACTURER PRIOR TO ROUGH -IN.' 10 ONE 4" CONDUIT AND ONE 2" CONDUIT FOR EXPERIMENTS -- TERMINATE AT EACH END WITH FLUSH 12" X 12" X 6" DEEP JUNCTION BOX WITH BLANK STAINLESS STEEL COVER PLATE 36" AFF TO BOTTOM. , l` FLUSH OUTLET BOX IN CEILING FOR RADIATION DETECTOR WITH S.S. COVER PLATE AS REQUIRED FOR MOUNTING DETECTOR. 12 FLUSH DOUBLE GANG BOX MOUNTED 24" AFF TO BOTTOM FOR RADIATION MONITOR iWITH.S.S. COVER PLATE AS REQUIRED FOR MOUNTING MONITOR. O13 9'-O" PLUGMOLD, OUTLETS 18" O.C. RECESSED IN COUNTER TOP. 41I'?7-MOLD #22GB18. 14 6'-0" PLUGMOLD,-OUTLETS 18" U.C. MOUNT 24" A.F.F. TO BACK SIDE OF CABINET. !•IIRE'•IOLD #22GB18. 1 ` PROVIDE AND CONNECT PLUG-IN OUTLET STRIP WITH SWITCH. WIREM,OLD #T830. MOUNT TO UNDERSIDE OF COUNTER TOP. MAINTAIN EASY ACCESS ---- - TO SW ITCH. - _ -. lf" 1211 X 1211 X 6""0. FLUSH CAST IRON'J.B. (CONSOLE J.B.). STUB TWO 4"C. 2' FROM WALL, BELOIN GRADE AND CAP. OZ TYPE ,Y'(" WITH COVER. SEE DETAIL SHEET E-8. 17 3/4" EMPTY CONDUIT TO PANEL L1A FOR FUTURE RECLrTACLES. STUB AND CAP 24" BELOW FINISH FLOOR AT EXTERIOR. 18 FOR.FUTURE CLINAC18POWER SUPPLY DISCONNECT, STUB AND CAP 24" BELOW FINISH FLOOR AT EXTERIOR. 19 FOR FUTURE !-IARNING LIGHTS AND DOOR INTERLOCKS. 3/4"C. STUB AND CAP 24" BELOW FINISH FLOOR AT EXTERIOR. 3 r 20 FOR FUTURE CONNECTION TO EMERGENCY DISABLING SWITCH. 3/4"C. STUB AND CAP 24" BELOW FINISH FLOOR AT EXTERIOR. 21 FOR FUTURE CONNECTION TO RELAY BOX. 1"C. STUB AND CAP 24" BELOW INISH FLOOR AT EXTERIOR. 22 TO MODULATOR JUNCTION BOX. SEE SHEET E-3. 23 PONNECT EXHAUST FAN EF-1, ON ROOF 1/4 H.P., 120V, 10, 5.8 FLA. FAN TO �UN CONTINUOUS. 24 POWER TRANSFORMER, 120 VAC PRIMARY, 24 VAC SECONDARY, 50 VA, WITH FDWARDS #88-50 SERIES, CONNECTED 10A, 600 PIV RECTIFIER AND 15A D.E. FUSE & FUSE HOLDER IN SURFACE MOUNTED NEMA I ENCLOSURE. LOCATE IN CABINET. SEE "INTERCONNECTING MIRING DIAGRAM - CLINAC 6/100", SHEET 8. Z SLUSH �1r1GLIrAIu BOY, WIT)I PUSH fIUTTOPI4 VqC 1oA N:.q } ,MITACTS EPl4ARP�` s82�� 1�(ITE'� S�� �'�{1�tER'dP�ItTE E,\Qrij��)'Ep '`START" P10UI`I" .4-�;AFF TO f30TTOiC` 26 FOR FUTURE CONNECTION TO CLINAC 18 BASE FRAME 3/4"C. STUB AND CAP, 24" BELOW FINISH FLOOR AT EXTERIOR. 27 P/4" EMPTY CONDUIT TO PANEL EA FOR FUTURE CLINAC 18 CONTROL CONSOLE rQUIPMENT. STUB AND CAP 24" BELOW FINISH FLOOR AT EXTERIOR. U2,$ RED DUPLEX OUTLET FOR MICROPROCESSOR MONITOR AND KEYBOARD AND PRINTER. LABEL "PICROPROCESSOR". 2`9 RED DUPLEX OUTLET FOR MICROPROCESSOR MODEM. LABEL "MICROPROCESSOR". 0 CONNECT iEWH, 9 KW, 2&h , 30 WITH 60A DISCONNECT S1,11TCH, NF, NEMA I" ENCLOSURE; 3 #8 TH!-1 CU, 1"C, 'l CONNECT RECIRCULATING PUMP 120V, 10, 1112 H_P. VIA MANUAL 'MOTOR STARTER SWITCH. LABEL SWITCH "RECIRCULAT`ING PUMP". 3? LANDSCAPE TIME CLOCK," 120V,.10 PROVIDED AND INSTALLED -BY LANDSCAPE CONTRACTOR. .PO'WN WIRE AND CONDUIT CONNECTION (CIRCUIT L1A-48) BY FLFCTRICAL' CONTRACTOR. _ �} U 0 � a u.j yr N O from Q aon. ❑ �w a �b>C m�°Q 0c@❑ uj mo im 0 N w z w 0 Ln M Iov?r- 0 Ln N 0 0o Co N I0 m0 O O o`, LL v O z a cc O DRAWN BY: ADC CHECKED BY: 5PC-,/ DPM DATE:-11191e)2 REVISIONS: 24 WP -.5I I�yC'TU�Z I I pUG"j'U c2. I 1 I SHOWER. 35 �- NOSE 61ba. SEE PLUM►311JG DRAWING FOR EXACT LocATICt4. LoC,ATIU NoTtD FOR GR0uN0 C0r-4NEC-TIUnI 70 C.W. PIeE. SHUNT TRIP C,Er� ERA L C.T'S 4 C.T. CABINET METER �4 PM► EL MDP X), 6'- 3/4i1 rT 13 ELEC./ i ELE, 47 128A TO 7I4E12Mo5TAT/ \ i 2571 Lte s TO - 122 PAtIEL wp pPTG 33 I -5ECTC EA --- 0 ' / II oceco-�zs -Try L113 T �� PC-2 73 Cu - I Cu -2 �� \ -� �---� - - - - - - c L5A-9,1i``' LIA-31,33•s5 L�C..U�/ --�� ii PC-i Ilit 1rVTC FAGP -- I— AHIJ- (1 ►i URE) o _-�4 � PA O E' L L It -- o �, � !� � , M�CN�N►C�L_ BG M TC - I I j I , U�� 12 -- 44 3 I� - <70 I� - FILM ILLUWNA101Z ;N I�� ul�yYING 215=7e w MA TECH LINE. NOTES 1. ELECTRICAL CONTRACTOR SHALL PULL ALL MANUFACTURER'S SUPPLIED PM4ER CABLES AND CONNECT ELECTRIC UTILITIES TO EQUIPMENT PROVIDED IN ELECTRICAL CONTRACT FOR COMPLETE INSTALLATION FOR THE SIMULATOR, LASER EIGHTS AND CLINAC EQUIPMENT. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SIMULATOR AND LASER EQUIPMENT WITH MANUFACTURER'S ENGINEER BEFORE ROUGH -IN. EG. LASER LOCALIZER LIGHTS, POWER PANELS, PULLBOXES, ETC. 3. CAUTION - SIMULATOR ROOM #129 WALLS SHALL BE LEAD LINED. EXTREME CARE MUST BE EXERCISED WHEN INSTALLING EQUIPMENT ON EITHER SIDE OF SIMULATOR ROOM WALLS. 4. PROVIDE SIX FOOT TAILS AT ALL POINTS ASSOCIATED WITH THE SIMULATOR EQUIPMENT. KERMATH'S FIELD ENGINEER WILL MAKE FINAL CONNECTION TO KERMATH SUPPLIED EQUIPMENT. 5. VARIAL SUPPLIED CABLES FOR THE CLINAC 6/100 EQUIPMENT ARE PRECUT WIT,'. CONNECTORS. CONNECTIONS TO VARIAN EQUIPMENT NOT PROVIDED AS EQUIPMENT IN ELECTRICAL CONTRACT SHALL BE MADE BY TIAN'S FIELD ENGINEER. 6. SHOULD UNION CONTRACTS PROHIBIT MANUFACTURER'S FIELD ENGINEER FROM MAKING TERFIINATIO14S OF 'MANUFACTURER'S SUPPLIED CABLE THEN SAID TERMINATIONS SHALL BE BY THE ELECTRICAL CONTRACTOR AS DIRECTED BY THE MANUFACTURER'S FIELD ENGINEER. I 55TC LSA-7 PANEL L5A (LIFE �,-AFETI A.T.5, (LIFE 60E1 Y) I PA rJE L , P ELEG/ TtLe, -AHU-4 I 'Al -2 II'' _ " - - \ / } n 5 J I�C 4U ;3 EMtRUENC�f GEI4EIZATCOIZ- 5EE SHEET S-I FOR FOUNOATWN 5LA13 13`( CIE ERA L CO T ACTO R-/ �Cu \\UTURE� c. v - 4 `]o J _ Cu-3 10 12 G WP 5� �a2- I CONNECT BATTERIES 1 Y� IiIJOLIA-36a \LSa- 8 Io 15 C�L5 42" 55 A.T,5. EQu1PmL i; � / I CU LJ SI M U L.� vl2 EL .�� _ -T-- 10 37� 133 O RAtUEL EA (auIPMENT) EQ - FILM ILLU►►/�I►JA101Z, (N L.C,) I \ w,o•I T I r� cee� -PARTIAL FLOOR- PLAN PART "B" POWER 1=oR SHONT 0 TRIP I P12it 7E75 32 14 - J---- ' 25 ql0 \ I I I - 50 rn - EA -I 4(G I WORKSHU� I - e Co nl T RO L . I f ,--fir -EF_5_ —I 1 I 14. 41 1900 C,A•�INf N,I,C 39,41 0 00 fL I5 — — 03 CO,:NECT PHOTOCELL PC-2 FOR TIME CLOCK ON TIIIE CLOCK- OFF OPERATION. 3 t12, 3/4"C. TO LSA-14 VIA O.B. AT PANEL LSA. 74 TTB GROUND !DIRE T6, B.C. CU. TO '1AIN BUILDING SERVICE GROU"JD. 75 PROVIDE AND INSTALL 120 VAC CORD CONNECTED SUPPRESSOR PER SPECIFICATIONS SECTION 16709. 49 120V, 30A, HURBELL T14IST LOCK RECEPTACLE. HURBELL T2510-GRY WITH S.S. COVER PLATE. FOR TP-11 CO17•1PUTER, 2 KVA, 10, 120V. 50 RED DUPLEX OUTLET FOR MICROPROCESSOR MONITOR & KEYBOARD. LABEL "MICROPROCESSOR". 51 WALL (MOUNTED LASER LOCALIZER LIGHT. SEE GENERAL NOTES THIS SHEET. CONNECT AS REQUIRED. SEE ARCH. DWG. *I(O FOR EXACT LOCAT(ON. 52 CELLING (MOUNTED LASER LOCALIZER LIGHT. SEE GENERAL NOTES THIS SHEET. CONNECT AS REQUIRED. 5EE ARCH. DWG. #I(c FOR EXACT LOCATION. '3 SAGITTAL MOUNTED LASER LOCALIZER LIGHT. SEE GENERAL 'NOTES THIS SHEET. CONNECT AS REQUIRED. 5EE ARCH. DWG. #1G FOR EXACT LOCATION. 54 BOOSTING TRANSFORMER, 208V PRIMARY, 240V SECONDARY, 10, 7.5 KVA, WALL MOUNTED. ACME #T-13078. 55 CONNNECT FUEL LEVELO"•1ETER AS REQUIRED. 2 #12, 1/2"C. FOR ANNUNCIATION. 56 CONNECT BATTERY CHARGER. 57 CONNECT DAY TANK (PROVIDE WEATHERPROOF HOUSING). 58 CONNECT OIL SUMP HEATER. 59 1"C. FOR CONTROLS TO A.T.S. (LIFE SAFETY). GO CONNECT JACKET WATER HEATER, 208V, 10, 2.5 KW. 61 FOR BATTERY CHARGER ANNUNCIATION. 0 2 #6, 1"C. CONNECT BATTERIES TO BATTERY CHARGER. G3 14 €12, 1'a"C. TO REMOTE ANNUNCIATOR. 64 E!•1ERGENCY GENERATOR REMOTE ANNNUNCIATOR. MOUNT 54" AFF TO BOTTOM. 65 CONNECT SWITCH TO CONTROL ALL FOUR LASER LOCALIZER LIGHT OUTLETS. 65 CAST SINGLE GANG ,-IEATHERPROOF OUTLET BOX WITH GROUND FAULT RECEPTACLE & I.P. COVER PER SYMBOL LEGEND. SEE DETAIL SHEET E-8. 67 GROUND TRANSFORMER SHIELD TO 3/4" X 30' COPPERWELD ROD AND C.W. PIPE. ADD RODS AS REQUIRED TO PROVIDE MAXIMUM 25 OHMS. 68 GROUND TRANSFORMER SHIELD TO 3/4" X 30' COPPERWELD ROD AND C.I.I. PIPE. ADD RODS AS REQUIRED TO PROVIDE MAXIMUM 5 OHMS. 69 FLUSH O.B. 6" AFF TO BOTTOM WITH BLANK S.S. COVER PLATE. 70 1/2"C. I:IITH CONTROL WIRING. PROVIDED AND INSTALLED BY (MECHANICAL CONTRACTOR. 71 MECHANICAL CONTRACTOR S;!f1I_L PROVIDE & INSTALL 1/2"C. PVC EMPTY4 STUB UP IN MECHANICAL ROOM NEXT TO WALL AFF AT LOCATION SHOWN AND CAP. STUB UP IN GARDEN ABOVE SLAB AT LOCATION AND CAP. 72 STUB UP ABOVE SLAB AT LOCATION SHO'•DN AND CAP. NOTES �l CONNECT EXHAUST FAN EF-2 O,il.-ROOF, 1/4 H.P., 12011, 10.1IA CONTROL RELAY AT PANEL L1A. 20 CONNECT AHU-1, 208V, 30, 2 HP, 8.3 FLA. 3 #12 THW CU, 3/4"C. CONNECT AHU-4, 203V, 30, 1HP, 4.5 FLA, 30A DISCONNECT S1,11TCH, 3P, 0 NF, NEMA I. 3 #12 THW CU, 3/4"C. 4O 3/4"C. (PVC) EMPTY TO PANEL EA FOR FUTURE AHU-5. OSTUB UP ABOVE FLOOR :NEXT TO !!ALL AT LOCATION SHM4N AND CAP. OCONNECT AHU-2, 208V, 30, 12 HP, 7.0 FLA. 3 ;12 THYCU, 3/4"C. 7O CONNECT AHU-3, 208V, 30, 1�,HP, 5.6 FLA. 3 #12 THW CU, 3/4"C. CONNECT DUAL COMPRESSOR UNIT CU-1, 208V, 30, 43.6 FLA. 60A, FUSIBLE DISCONNECT S!•!ITCH, 3P, NEMA 3R. 3 #6 THW CU, 14"C. SIZE FUSE ACCORDING TO !1ANUFACTURER'S RECO,•T,IENDATION. OCONNECT DUAL COIPRESSOR UNIT CU-2, 208V, 30, 41.4 FLA. 50A, FJSIBLE DISCONiNECT SNITCH, 3P, 1`01A 3R. 3 #6 THW CU, 1',"C. SIZE FUSE ACCORDING TO MANUFACTURER'S RECOMMENDATION. 1Q CO'flECT DUAL C0'-1PRESSOR UNIT CU-3, 203V, 30, 32.R FLA. 60A, FUSIBLE DISCONNECT S':IITCH, 3P, NEMA 3R. 3 f9 TK-I CU., 1"C. SI7_E FUSE ACCORDING TO MANUFACTURER'S RECOM'IENDATION. 11 CONNECT PHOTOCELL PC-1, AS REQUIRED FOR PHOTOCELL ON TIME CLOCK OFF OPERATION, TO TIME CLOCK TC-1 IN ROO", 128A. 3 7-12, 3/4"C. 12 CONNECT COMPRESSOR UNIT CU-4, 209V, 30, 16.7 FLA. 30A, DISCONNECT SWITCH 3P, NF, NEMA 3R. 3 #10 THW CU, 3/4"C. 13 3/4" EMPTY CONDUIT TO PANEL EA FOR FUTURE CONDENSING UNIT CU-5. STUB CONDUIT UP NEXT TO WALL ABOVE GRADE AND CAP. 14 CONNECT FILM ILLU`"INATOR, 120V, 10, 4 PANELS, 32!-! EACH. 15 SWITCH DUPLEX OUTLET FOR HOT PLATE AND HOOD WITH EXHAUST FAN, EF-5 IN HOOD, 120V, 10. 16 8'-0" PLUG'10LD WITH OUTLETS 18" O.C. F10UNT TIGHT AGAINST SPLASH BOARD. WIREMOLD �22GP.19 ',lITH FLUSH J.B. ADAPTER. 17 S!,IITCH DUPLEX OUTLET FOR STYROFOAM CUTTER AND EXHAUST FAN, EF-4, ON ROOF, 120V, 10, 1/30 H.P. 18 1R" X 24" X 10"D FLUSH FLOOR. BOX WITH COVER PLATE. MOUNT FLUSH WITH FINISHED FLOOR. FOR FUTURE MODULATOR. SEE DETAIL SHEET E-8. 02" ETIPTY CONDUIT WITH FISH TAPE TO PANEL EA. FOR FUTURE !•101DULATOR 0 CABINET PO',!ER. 20 FLUSH ENCLOSURE WITH 1-100A, 2P, SQUARE "D" TYPE FA CIRCUIT 3REAKER WITH SHUNT TRIP AND ISOLATED NEUTRAL LUGS AND SEPARATE GROUND LUGS. LABEL "SIMULATOR EQUIPMENT DISCONNECT". 21 18" X 18" X 4" FLUSH PULL BOX LOCATED 0'-1" ABOVE FINISHED FLOOR TO BOTTOM. SPLIT REMOVABLE S.S. COVER AND CUT OVAL SLOT 2" X 3-Y' AND PROVIDE RUBBER GROMMET FOR CONTROLS. SEE DETAIL SHEET E-R. 018" X 13" X 4" FLUSH PULL BOX LOCATED 2'-0" ABOVE FINISHED FLOOR TO 0 BOTTOM. SPLIT REMOVABLE S.S. COVER AND CUT OVAL SLOT 2" X 3z" AND PROVIDE RUBBER GROMMET. SEE DETAIL SHEET E-8. ?: 12" X 12" X 4" FLUSH PULL BOX LOCATED 2'-0" ABOVE FINISHED FLOOR TO BOTTOM WITH SPLIT REI-LOVABLE S.S. COVER AND CUT OVAL SLOT 2" X 32" AND INSTALL RUBBER GRO"IMET. SEE DETAIL SHEET E-8. 24 8" X 8" X 4" FLUSH PULL BOX LOCATED 2'-0" ABOVE FINISHED FLOOR TO BOTTOM WITH SPLIT RE140VABLE S.S. COVER AND CUT OVAL SLOT 2" X 3211 AND INSTALL RUBBER GROMMET. SEE DETAIL SHEET E-8. 25 RED WARNIING LIGHT SIERRA #2152 PS-7N AND 405R. MOUNT 2" ABOVE DOOR FRAME TO BOTTOM. CONNECT AS REOUIRED (LIGHT ON WHEN X-RAY EQUIPMENT IS ENERGIZED). 26 DOOR SWITCH - G.E.=CR-9440 KIKI. MOUNT 6'-6" AFF ON ROOM €131 SIDE OF DOOR JA'IB. SWITCH TO ACTUATE SHUNT TRIP IF DOOR OPENS WHEN X-RAY EQUIPMENT IS ENERGIZED. 27 8" X 8" X 4" FLUSH PULL BOX LOCATED 0'-1" ABOVE FINISHED FLOOR TO BOTTOM WITH SPLIT REMOVABLE S.S. COVER AND CUT OVAL SLOT 2" X 32" AND INSTALL RUBBER GROMMET. CONNECT TUBE STAND CONTROL. 28 8" X 8" X 4 FLUSH PULL BOX LOCATED 0'-1" ABOVE FINISHED FLOOR TO BOTTOM. -SPLIT REMOVABLE S.S. COVER AND CUT OVAL SLOT 2" X A22" AND INSTALL RUBBER GROM1MET. CONNECT TUBE STAND HIGH VOLTAGE. 29 T1rl0 3"C. CONNECT MANUFACTURER'S CABLE AS REQUIRED. 30 3"C. CONNECT MANUFACTURER'S CABLE AS REOUIRED. oi 2 €12 THld STRANDED CU, 3/4"C. 32 4 #12 TIT,-! STRANDED CU, 3/4"C. CO'DNECT AS REQUIRED. 33 I4ALL MOUNTED TRANSFORMER 5 KVA, 10, ISOLATED PRIMARY AND SECONDARY, ELECTROSTATICALLY SHEILDED, 120V, PRIMARY, 120V, SECONDARY. SOLA �63-25-250. 34 CONNECT FILM PROCESSOR, 120V, 10, 1.9 K!•I, 16A. NEMA 5-20R, 20A, 125V, STRAIGHT BLADE SINIGLE RECEPTACLE, HUBBELL #5351-GRY 141TH #93091 PLATE. 35 2 0/0 THWN CU AND 1 #2 THI•!N CU NEUTRAL AND 1 #4 TH!JN GROUND, 2"C, VIA BOOSTING TP,ANSFOR'•1ER LOCATEr1 NEAR PANc-1 FA. 0_35 FLUSH ENCLOSURE WITH 1-20A, 1P, C.P. AND ISOLATED NEUTRAL LUGS AND SEPARATE GROUND LUGS. CONNECT GROUND TO GROUND IN ENCLOSURE REF. IN NOTE 20 MOUNT BELOAI ENCLOSURE REF IN NOTE 20 022"C. CONNECT SIMULATOR EQUIPMENT MANUFACTURER'S SUPPLIED CABLE AS 0 REQUIRED. 38 2"C. CONNECT SIMULATOR EQUIPMENT MANUFACTURER'S SUPPLIED CABLE AS REQUIRED. 39 CONNECT 2 #1 THW CU AND 2 #4 THW CU NEUTRAL & GROUND AS REQUIRED 1 z"C. 40 CONNECT SIMULATOR EQUIPMENT MANUFACTURER'S SUPPLIED CABLE AS REQUIRED. 4: 23'-0" PLUGMOLD WITH OUTLETS 18" O.C. RECESSED IN COUNTER TOP. LOCATE J.B. BELOW COUNTER TOP. WIREMOLD #22GB18. CONNECT 6 OR LESS OUTLETS TO EACH CIRCUIT. 42_ PROVIDE PORTABLE T!•DO BURNER, HOT PLATE, 120V, 10. 43 NOT USED. 44 MOUNT OUTLET IN SURFACE J.B. IN THE BOTTOM RIGHT HAND CORNER OF "SSTC" PANEL. -- 45 NOT USED. 46 CONNECT EXHAUST FAN EF-3, 120V, 10, 1/40 H.P. WITH MANUAL MOTOR STARTER S',!. 2 #12, THW, 3/4"C. 47 CONTROL RELAY, LOW VOLTAGE TO BE SA11E AS CONTROL CIRCUIT ON CU-1. CONNECT AS REQUIRED (EF-2 TO RUN WHEN THERMOSTAT FOR CU-1 IS IN THE "AUTO" OR "RUN" POSITION. 43 LANDSCAPE TIME CLOCK, 120V, 10, PROVIDED BY LANDSCAPE CONTRACTOR. POWER CONNECTION BY ELECTRICAL CONTRACTOR. U � z c T M � o a- �°°ro o.=_ta u tao °o c E n4 tw >OJ F- C Q L✓r m3�� o z m z U WQ W = cr 0 o O Ln N N O co cD w O cM I z OQN a m w crIn OOo 0 aJcM Ln LL co 0 z a J cc 0 J Q F-- W V F- UJ Z�— p_U = Or` �UCnw Q/r� 3: li Z 0z UQ aa_ a� OI O DRAWN BY: RDR CHECKED BY: 5PC- /rpm DATE: r7/ 1916z REVISIONS: COMMISSION NO<f,1-l03 SHEET NUMBER: 29 E-3 OF STATLER SERVICE & SUPPLY INC 186201 r•, l I c_ �:i NOTES SURFACE JUNCTION BOX ABOVE CEILING 11ITH 3/4" EMPTY. -CONDUIT TO PANEL LIC FOR FUTURE CLINAC 13 TREATMENT ROOM LIGHTING. CONNECT AHEAD OF SWITCH. FOR CONTINUATION SEE SHEET E-5. CONNECT SWITCH a & SWITCH h TO CIRCUIT #16 & f14 RESPECTIVELY. CONNECT TO CIRCUIT VIA TC-1. CONNECT TO PHOTOCELL PC-2 IN O.B. AT PANEL LSA. 2 7#12, 3/4"C. TREATMENT ROOM LIGHTS MASTER SWITCH WITH WALL PLATE ENGRAVED "TREATMENT ROOM LIGHTS MASTER SWITCH". 8O RELAY BOX. SEE SHEET E-2. O9 FIXTURE TYPE R AND OUTLETS MOUNTED IN VALENCE BELOW COUNTER. 10 CONNECT AHEAD OF TC-1 CONTACT AS REFERENCED IN NOTE 5O J FIXTURE AS s1}OWN OW PARTIAL FLOOR. PL AEI 514T. E-5 ALTERNATE # 1 - CORRIDOR LIGHTING 1151% = I' -oil ?MIWATE CWT. * I'7 OJ5, Af3oVEC 1 L I CI z FUTURE CORRIDOR LTC-i. U O r> JOE O O.=LQ U wo. 0 �Q� z- �0 ors r-z Z Q oo 2 c O0 at Un c+) r- F O N CV O 00 W �cNM I M CL m �� w OOo O aJc'7 Ln LL c•� O 0 z Q J O J a oc :)C/) �-- w V F— wa O— V E— = O F- JVcn a�ctn�=z z U Q aa_a� DRAWN BY: RDJZ CHECKED BY: SPC /QPM DATE: i�l"i�82 REVISIONS: COMMISSION N O.�� -- jOj SHEET NUMBER: STATLER SERVICE 8 SUPPLY INC. 186201 30 E-4 of PARTIAL FLOOR PLAN- PART "B" - LIGHTING NOTE: SEE ARCHITECT'S REFLECTED CEILM G PLAN FOR EXACT LOCATION OF FIXTURES. 1/411 _ 11.011 NOTES _& . IRIECI StlIICH _.r1_.&. b. TO URCU_I_T 1j,'15 & 17 RESPECTIVELY. 2U FOR CONTINUATION SEE SHEET E-5. O3 SURFACE JUNCTION BOX ABOVE CEILING. 40 CONNECT TO CIRCLiIT #7 AHEAD OF SNITCH. 05 ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF FIXTURES WITH MECHANICAL CONTRACTOR BEFORE ROUGH -IN. 'COUNT ON FIXTURE ON IY' X 1Y" KENOORF CHANNEL SUSPENDED BY ALL -THREADED RODS. 0 RUN SWITCH LEG FROM FILM BIN MICROSWITCH TO WHITE LIGHT IN CEILING. CONNECT SO IdHITE LIGHT CIRCUIT BREAKS WHEN FILM BIN DOOR OPENS. ELECTRICAL CONTRACTOR TO VERIFY LOCATION OF J.B. BEFORE ROUGH -IN. O7 MOUNT 5'-0" AFF. (SIJ. Sa ONLY). DCONNECT TO PHOTOCELL PC-2 IN O.R. AT PANEL LSA. O SHOULD THE ALTERNATE CORRIDOR LIGHTING BE INSTALLED CONNECT CIRCUIT #13 AS SHOWN HERE; CONNECT CIRCUIT #15 AS SHOWN ON ALTERNATE (SHEET E-4); PROVIDE CIRCUIT #17 AS SPARE CONDUCTOR. F Ln cl) t- o Lr) N �p N O W c) I Z >< M 0 04 a co w cr-� OOo O a: J co Ln LL �. r') O 0 Z Q J O a oc DO �.- w V F— wa z�.- p_ V E-•= o JVcn • �w a cc C/) z KUQ Qa- Vacr z Z000 VO Y J Dw, U. LL. a. a Q w �o z wU Z Q � U) W Z O — <t F-- cn Q 0 Q cr DRAWN BY: RDZ CHECKED BY: 5P4/GPM DATE: '7 (19l62 REVISIONS: COMMISSION N 0.81 - lo3 STATLER SERVICE & SUPPLY INC. 18e201 SHEET NUMBER: 31 E-5 of MATCH LINE moll"T ow (I EXAM (I I i / COFFEE BAIZ 108 Qc-, - 59 E)(AM C)(AM 112 / I I CL05ET T-\NHEELCI-IAIIZ ALGo�E -- -_--- - - LoBB�/wAlTlr�c-, 102 PIPE 1301 DING CLAMP RG - 59 FOAM_ DIELECTRIC — CA BCE �ry rtnn��t HANG 1C.APP TOILET ' I I V w RooF MOUNT III wEATHER.►AEAO Dp 4 AFF TC7 G/L_ To "55rc" To ', FA►C h'' ErJT(ZY Cal Io1 , - I - / 1 #4 13ARE COPPER C-,ROUNt7 i o 8 LoG -SERN11C E C-,ROON D 1t1C TO "TV,G" TELEVISION ANTENNA MOUNTING DETAIL -VEST I&L)LE Io4 JAI`IITC1 CLOSE 10% MATCH LINE TTd `ee7C50UN00LIER V M65-52T7(T2) IG t`C1l iLlr' iG Tn Oa Al O"A.I- M�•'jCH I F•,iC� T 12A�S�G�CZM�12� III � I � I C� COI•,i l� UI'j" -1077o -• KIF CEILING 15 10 SE AY- IN, ° { TRO L { PIPS �tr.iC�11�.i G { C MP { S�GUI2� I'I I�IC�ip { Co C-,UIT 7C 7 e,a� OI PARTIAL FLOOR PLAN PART "A" - SYSTEMS 1/41 _ II-"�11 NOTES- PARTIAL FLOOR, PLAN PART "A" -SYSTEMS U 4 11/16" SQUARE JUNCTION BOX WITH DOUBLE -GANG nEVICE RING. MOUNT LEVEL WITH ANn ADJACENT TO ELECTRICAL RECEPTACLE. PROVIDE STAINLESS STEEL COVER PLATE WITH 3/8" GRO"NETTED OPENING FOR OWNER FURNISHED CLOSED CIRCUIT TELEVISION ("CCTV") CABLE. (D 4 11/16" SQUARE JUNCTION BOX PITH DOUBLE -GANG nEVICE RING. MOUNT BELOt•) COUNTER AT STANDARD RECEPTACLE HEIGHT. PROVIDE STAINLESS STEEL COVER PLATE WITH TWO 3/8" GRO',lMETTED OPENINGS FOR OWNER FURNISHED CCTV CABLES. O3 4 11/16" SQUARE JUNCTION BOX 14ITH DOUBLE -GANG DEVICE RING. MOUNT FLUSH IN CEILING TILE AND PROVIDE BLANK STAINLESS STEEL COVER PLATE. BOXES ARE TO BE USED FOR OWNER FURNISHED INTERCOM SYSTEM MICROPHONE & SPEAKER. O 4 11/16" SQUARE JUNCTION BOX WITH DOUBLE -GANG DEVICE RING. MOUNT BELOW COUNTER AT STANDARD RECEPTACLE HEIGHT. BOX IS TO BE USED FOR OWNER FURNISHED INTERCOM SYSTEM CONNECTIONS. 5O LOUDSPEAKER MOUNTED IN METAL CEILING SYSTEM. SEE DETAIL. THIS SHEET. O 4" SQUARE JUNCTION BOX WITH BLANK COVER PLATE. MOUNT CONCEALED ABOVE CEILING FOR USE WITH 01,INER FURNISHED SECURITY SYSTEM. 7O PAGING SYSTEM AND CONNECTION IS TO BE PROVIDED BY OWNER'S TELEPHONE CONTRACTOR. LOBBY/WAITING ROOM #102 IS TO BE PAGING ZONE'#1; ALL OTHER SPEAKERS ARE PAGING ZONE #2. ALL SPEAKERS ARE ALSO TO CARRY ' BACKGROUND MUSIC. H W z ��Qui C� G CZoI..-►N Lo Ln W- - 5!! Fc�� I.il I 1711=L,�CTc21C I FM ANTENNA MOUNTING DETAIL U O z O M � O O �► n O OQ Q and o W N pp�0 m s�0 O'^ mzzo Z U �J W = � c 00 J � Lo Cl) Ir O Lo N (p N O cl) I 0 < N m-0,7 000 aJC') LL 0 0 z a J 0 { 5 411 C` 2 * 114 d I I C, w I QG- so,:� Ta AtJ?ENI�A c�t�1.1G { 13�,CkGrzol•JI�iC7 3f4'G, cv MIJ51C �z�C�l 314 I"C rO AQ r6WtJ 1. PROVIDE —�� JERROL ::;t- LGO GOOLAJO { ` `''- BLOCK � � ICU TQ F,3LOGGD, � W { �-- a FUTURE I W eoLr 244C. F12oM 'I =G Z 712EHTMCNT i S s �1�1 To Ida^ 2F= O�-V CLI AC 18 I M� AL. a R�C�I �/Z. �--=o I CAI � , w �G F' USH I I ,a• o I tit J V W U- �N� A a �zu QOCCnVMz z ALA.. wIL21N Ft2a �jaaZaa E�p 2 C I, e24�> © I SH�IL_I��C'7 PAIGZ � INC UDING P�N��Z St ©E I sw TO ' C i' DC1 Ruw FowER CORD III c PERgTELY SOUND SYSTEM EQUIPMENT DEI AT EAST WALL - ROOM 125 i CU t1I A��� C�►�It�.iG - S�UtiO�L.I�12 h-'18� S2T�'_ ASst;I.�I� � 6ACK�� L OLJC�SP�AI��.GZ.. �L.ACK Irk' CJI•I Fps"I•�I.l�C7 �C I�ESOjG AI`l � �X �►.il�C✓ ACLZO G,12I C7 , 'i 1'P• SOT H E517F-ep ) FI��L�GL,.A�� I ��NING ilk �I5,eac .�. CAI INCH MATS U ___i 5H,41--L-L.. 5E 1N oi^ . A1.1p LocAT er'D AS SHawN C;�NT�rl. oFr Louc��p�Ak�� 12EL.�•ilol.i %� r��Tp•L I.�I�zo.l-.. C� I I_ I I.I GI P,d• Nam. L.... TYPICAL LOUDSPEAKER MOUNTING IK UPT A I rPll Mr. QV QT=RA nCT A iI m DRAWN BY: ADC CHECKED BY: L M / DPM DATE: 1119/82, REVISIONS: COMMISSION N0.3�-Lob SHEET NUMBER: 32 E-6 OF ;TATLER SERVICE & SUPPLY INC 186201 11 x ROOM LIGHT MA51ER 5W► CN II/2" 5T EEL U5EL) A5 5uIELCNC4 MOUPTIVra F OX MOUQTF-0 cowlQOL RELAX I o o - SURFACE.. D Q n L IM VOL 12 +z,4vrnc oN R001�1.LICaHJ , CIRCUI -- - -- - - - - - - - PO ER P�RUIut IELLS RII(� SWITCH IQ X-RAC( HE�.O �� -'+ I/2" ^10MINAL ti o �__1L_ _F _�_ Y , N C 24yp-c COIL_joR EQUIV.j I T O (DUPLEX RECE_(�T. !tJ JUNGj'IOPI Z �m - - - _ - - - - -- - - I I Qc COM MON �- 2" jY� ALL SIi7E5- T PoOX AT 51 DE.. � �, a ` '� N DIM MER5ob�� I to SECTION A-AWa _ L- - - (5EE LIC,NTI G 5W "5a. F I -1 F 7 - -I PI_A N I 15" � C u- z= - - -I 9 9„ 5EE 150001 QF- Al L.— ' o � II E3E.AM ✓1� � G.. �— "d � L Q W = � E.NERGIZE� 1 V "FbEAM ON o o L_3� 5ET UP MAIIJ G 2EAr�Y I I 150D0 -- Lc commoN I ( V�rG QN11.iC� LIGH�S I — KI ENERC-IIZED II�1 "RE,) " r - - ° ISO LA5ER LOCALIZE2 ROOM LIC-HT5 -1 17o _ -- � I o--120 �/AG 25 � , . � C�� E� (8) PLATED COVER- \ NOTES LIGH 15 (.NIC) 3AMp \ - K-I H\/ CON�A�'jOK�. A �_� � A . ° ,. . ' .• MOUNTI C SGREWS � i` \ \\ EMERC�EI`4CY DISABLWlGi 5W. \� \ 1 � CIRCUITRY SHOWN ON THE RIGHT SIDE OF T82 IS PROVIDED BY VARIAN. 'TB2 IS IN TREATMENT aM (N G. T`(I'E 5 C�jw�A� � "� J LOCATED ON THE LEFT SIDE OF THE GANTRY STAND (FACING CLINAC). ALL FLOOR•r WIRING, CONDUIT & COMPONENTS ON THE LEFT SIDE OF TB2 SHALL RE PROVIDED �--� I inMr- I �- • AND INSTALLED BY ELECTRICAL CONTRACTOR, EXCEPT LASER LOCALIZER LIGHTS r � � L _ � 4 Cow5oLE � I `� N o co � co I ELECTRICALSHALL BE ROVIDED BY CONTRACTOREASIPMENT DIRECTEDNBYAMANUFACTURERASLED FIELDDENGINEER. 9Y I TYPICAL ISODOT DETAIL I%2' 1�, Imo, ' z x aN 3 +2 V OC ALIi� \ 1YP \� I I am o'q 2. CONFIRM CONNECTIONS WITH VARIAN FIELD ENGINEER PRIOR TO MAKING I EMER EtiICY(O , ' �\ �\\ w o00 CONNECTIONS TO TB2. , - FSA5E RAME. J. b. '-5" R - 6' \ I I I GAIV STEEL. r'U LL BOX O a J m 24 Ut�GI2 +z4yr�c LoN IN ��L.rcic. b ) ,. I � - SPLIT 5,5. coyEl� \�� �, ,L�. I PLAiE W C,RoM.ETTED \ ��, I 51zE As N DYED ON SW I G H ES DOORS K E�o T 1 \ CUTOUT"CUTOUT 51ZE1 �_ DWC,S, 5EE SNEEiS Z INTER OCK1Wq CKL " \E-2 E E-5, a COIL 8 F T_ o� BRA I \ AS NJ 07 E D onl DN S . cr 4-#4 � 1-#(o WIRE IN PU_L_C PDX CONDUIL " SEE SHEETS E-2 E-3 Io C-11ZOUND, 12' G- I o AUXILIARY Du LEx REcEpTtcLE IN 2 70A_ MAID � -- PUMP JuNcTIaN N�ox ocn.T>=r_� �---' TY F — �D15G, I AT 51fDE. 6A5E FRAME P I I I0I I Tc 2 205u1120V^a' .3 CPO Hz r--------I--- -� 1 Uvk I �� --- -II ELIEC�GIZ�p IN NOTES Q 4 w 12� a ay N 1�, 70,0. I I I 13 T Qo Or.► — _ — — —I_-- J L — _ 5TART EUjTG� 1 DO NOT MOUNT LOCALIZER LIGHTS UNTIL ISO CENTER HAS BEEN ESTABLISHED =(n NEU GZAL TO �OI� �'�czMl�lp•l. OLl WITH THE CLINAC 6/100• IN PLACE. W IS�LrA71r N FLUSH PULL BOX DETAIL C�O Lj -- NO ,-Q�NSF-dL2M�Q 2. CLINAC BASE FRAME &BASE J.B. PROVIDED BY VARIAN. BASE FRAME V� INSTALLED BY GENERAL CONTRACTOR. J.B. INSTALLED BY ELECTRICAL — GI�OLJIJL7 STL.IC7 CONTRACTOR (CONNECT CONDUIT TO J.B. AFTER RASE FRAME IS IN PLACE). ZW_ P ovVEIZ TRr4r�15roRME1Z- LOCATE COIL (o �X � Wil2� U A CONTKUL COyi`jOLE IN �� F MB .E5' O— INTERCONNECTING WIRING DIAGRAM - CLINAC 6/ 100 DETAIL A - RECESS FOR LOCALIZER LIGHTS �Vcn �co �w QoCCnV=Z N.T.S. N.T.S. Ua aa_aa- O P�OX� CONCRE E RAIDI A N IO (',BARRIER W��J WEATRERpR.00F 0,13. W/GFI RECEPTACLE � WEATI+ER.TIGN T I" 5T EEL a o \ . _ COVER PER SYM WL L G E C , SEE OOTE 514EET E-3 " 5TF.EL CONDUIT IMC o — _ 15H 00 n FI1� Z . �-, R.A � U. __j 4"MAx. ,—j G MI a„ MAX V NOTES , , (L ... 1 ALL BOXES 14ITH RACY. PLATE SHOWN ON PLA.IS (®) S ".ILL HAVE STEEL BAFFLE AS PER THIS DETAIL. SEE 5'I••IEET E-2. • • I° I I I I - Q� 2 ALL CONDUITS PASSING T4RU BARRIER 'dAL LS SHALL HAVE SUFFICIENT !'-ENDS L�.i ' a � nICI o w TO REDUCE THE RADIATION T'1 REQUIRED LEVEL, AS S4')'-,"I APMVE. I I - n O _ 3 THIS DETAIL APPLIES TO ALL RADIATION RARqIER, '-.'ALLS. I 1 I Z .7 4 NO CONDUIT SHALL PENETRATE PRIME 3A�'?IER 1-IALL :-!HERE PRI'IIARY BEA%l 12'' MIIJ, 12'' mW, Q � I�JTERCEPTS THAT �'IALL (COO?DIIIATE 11ITH EOUIP'iE JT "1AfItiFACTUP,ER � S _ 3��� P11C. REPRESENTATI'VE). W It u Z DETAIL B - TYPICAL BAFFLE DESIGNS FOR N a 3 3/4 RIGID PVC COATED ccou IT Q CONDUIT & BOXES IN RADIATION BARRIER WALLS Q N.T.S. WEATHERPROOF OUTLET BOX DETAIL 0 N.T.s. CHEGKERED COVED- 5HAL.L. CBE PAINTED A5 DIRECTED BY ARCHITECT BRICK FLOORING DRAWN BY: CJ v REMOVABLE FLAfJC,E' -•A ' C-,/�5KET CHECKED \- BY: 5PC /0PM p e a MASTIC COMP00wo (T1(P) DATE: '1�19�82 4 REVISIONS: 'e 1 FLUSH FLOOR 601. O-Z TYPE YT cotJcRETE SLAP.--�� 51ZE A5 NOTED ON DWG. C-2 4 E-3 FLUSH FLOOR BOX DE r COMMISSION AIL OMMISSI N.i.s. SHEET NUMBER: 34 E-8 OF STATLER SERVICE & SUPPLY INC. 186201 ;TATLER SERVICE 8 SUPPLY INC. 186201