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HomeMy WebLinkAboutBIN C-4 SUN MEDICAL OFFICE BLDGy� 6700 U . � . i I G INAY 30'l Z FLA. t. le tom. d H.M.- LONG & ASJO lATEa, CIVIL AFICHITECTUHAL STRUCTURAL MECHANICAL ELECTRICAL MEDICAL OFF ICE ----- BU ---- [LD ING FOR: DR. KAHN DR. U. CASELNOVA DR. FFHLITA DR. MADANT DR. GARCIA DR. AMPAHO D P 5 A K DP. M. CA,3C DR. HUGHES �zL SiJi'� Yk4f f t) ho� ex INC W, x ARCHITECTURAL MATERIAL LEGEND COMPACTED FILL OR EARTH • :. ° : ] GRAVEL IFrrFrrrrU CONCRETE BLOCK FEFFEET CERAMIC TILE CONCRETE STRUCTURAL CONCRETE FAT- ACOUSTICAL PANEL OR TILE lI FACE BRICK CONCRETE MASONRY UNITS (CMU WOOD (FINISH) PLYWOOD I ROUGH LUMBER (CONTINUOUS) [ -] ROUGH LUMBER (INTERMITTENT) INSULATION (BATT, BLANKET, OR FILL) fif Iffiffififfif ] RIGID INSULATION STEEL (LARGE SCALE) GYPSUM DRYWALL (GPOW) GLASS (LARGE SCALE) FINISH GRADE SYMBOLS O DETAIL, ELEVATION OR WALL SECTION NUMBER 100 DOOR NUMBER 1 DETAIL NUMBER A -5 SHEET WHERE DETAIL IS DRAWN Q ELEVATION NUMBER A -3 SHEET WHERE ELEVATION IS DRAWN 9 — OAA 7 � a -io O O D T 2300- ,- 25 - � 2s COLUMN CENTER LINE BUILDING SECTION OR WALL SECTION NUMBER SHEET WHERE SECTION IS DRAWN STOREFRONT OR WINDOW PARTITION TYPE REVISIONS GLAZED PARTITION TYPE NEW OR REQUIRED SPOT ELEVATION EXISTING CONTOUR ELEVATION NEW CONTOUR ELEVATION LEVEL LINE FLOOR, ROOF, ETC. PARTITION TYPES TYPE DESCRIPTION A� 3 5/8' METAL STUDS 16' O.C. W /1/2' GYPSUM DRYWALL EACH SIDE. EXTEND FROM FLOOR TO 4' ABOVE CEILING. BRACE TO STRUCTURE 4' -0' O.C. ® SAME AS < , EXCEPT ADD SOUND - ATTENUATION BLANKETS BETWEEN STUDS AND OUT 2' -0' ON CEILING EITHER SIDE OF PARTITION. OC NOT USED O 3 5/8' METAL STUDS 16' O.C. WITH 5/8 TYPE 'X', GYPSUM DRYWALL T -1 EACH SIDE FOR (1) HOUR U.L. RATED CONSTRUCTION. EXTEND PARTITION T -2 FROM FLOOR TO UNDERSIDE OF ROOF. O SAME AS <g> BUT ADD SOUND ATTENUATION BLANKETS BETWEEN STUDS C -1 TO CEILING AND OUT 2' -0' ON CEILING EACH SIDE. <F> i' -0 1/4' THICK WALL OF 4' NOMINAL BRICK VENEER & 8' CMU PARTION FROM C -3 FLOOR TO DECK ABOVE W/ AIR SPACE BETWEEN. ON INTERIOR SIDE PROVIDE C -4 3/4' METAL FURRING STRIP @ 16' O.C. W/ INSULATION BETWEEN & FACED W/ C -5 1/2' GYPSUM DRYWALL. (FURRING & INSULATION IN FINISHED AREAS ONLY). C -6 DAMPPROOF FACE OF CMU IN CAVITY. < 8' CMU PARTITION, FLOOR TO UNDERSIDE OF ROOF DECK FOR (1) HOUR U.L. A -2 RATING. FURRED OUT ON FINISH ROOM AND CORRIDOR SIDES W/3/4' METAL A -3 FURRING 16' O.C. AND 1/2' GYPSUM DRYWALL; (1/2' DENSEBOARD FOR EPDXY A -4 COATING FINISH ON LOBBY AND ELEVATOR SIDES, GROUND AND SECOND A -5 FLOOR ONLY.) ON 8' CMU PARTITION OJ SAME AS OBUT NO GPOH ON INTERION SIDE. 0 SAME AS < BUT ADD TO CMU ON INTERIOR SIDE, 3/4' METAL FURRING 16' O.C. AND 1/2' GYP. DRYWALL IN FINISH ROOM AREAS © ANODIZED ALUMINUM & REFLECTIVE TYPE GLASS CURTAIN WALL SYSTEM. < CURTAINWALL SYSTEM GLAZED WITH SPANDREL REFLECTIVE GLASS AND 2 1/2' METAL STUDS 16 O.C. WITH INSULATION BETWEEN AND FACED WITH M.R. GYPSUM WALL BOARD, FLOOR TO CEILING. P -1 INDEX OF DRAWINGS T -1 TITLE SHEET T -2 INDEXES, LEGENDES 6 GENERAL INFORMATION B -1 BOUNDARY PLAN C -1 DEMOLITION PLAN C -2 SITE PLAN C -3 GRADING & DRAINAGE PLAN C -4 SANITARY SEWER MAIN C -5 SECTIONS G DETAILS C -6 SECTIONS 6 DETAILS A -1 MASTER GROUND FLOOR PLAN A -2 MASTER 2nd FLOOR PLAN A -3 GROUND FLOOR PLAN AREA 'A' A -4 GROUND FLOOR PLAN AREA 'B' A -5 GROUND FLOOR PLAN AREA 'C' A -6 SECOND FLOOR PLAN AREA 'A' A -7 SECOND FLOOR PLAN AREA 'B' A -8 SECOND FLOOR PLAN AREA 'C A -9 ROOF PLAN AND DETAILS A -10 BUILDING ELEVATION A -11 BUILDING ELEVATION A -12 CROSS SECTION AND DETAILS A -13 WALL SECTIONS A -14 ENLARGED TOILET ROOM PLAN AND DETAILS A -15 ENLARGED ELEVATOR PLAN AND DETAILS A -16 ENLARGED STAIR PLAN AND DETAILS A -17 INTERIOR CASEWORK A -18 INTERIOR CASEWORK A-19 FINISH SCHEDULES A -20 DOOR SCHEDULE AND DETAILS A -21 GROUND FLOOR REFLECTED CEILING PLAN A -22 2nd FLOOR REFLECTED CEILING PLAN S -1 FOUNDATION AND SLAB PLAN S -2 FOUNDATION SECTION AND DETAILS S -3 FOUNDATION SECTION AND DETAILS S -4 SECOND FLOOR FRAMING PLAN S -5 SECOND FLOOR SECTION S -6 ROOF FRAMING PLAN S -7 ROOF SECTIONS AND DETAILS S -8 CANOPY FRAMING AND SECTIONS S -9 SECTIONS AND DETAILS S -10 ENLARGED PLAN AT SKYLIGHT FRAMING M -1 GROUND FLOOR PLAN - MECHANICAL M -2 SECOND FLOOR PLAN AREA 'A' - MECHANICAL M -3 SECOND FLOOR PLAN AREA 'B' - MECHANICAL M -4 SECOND FLOOR PLAN AREA 'C' - MECHANICAL M -5 ROOF PLAN - MECHANICAL M -6 AHU SECTIONS M -7 SCHEDULES & DETAILS M -8 CONTROL DIAGRAMS P -1 GROUND FLOOR PLAN - PLUMBING P -2 GROUND FLOOR PLAN AREA 'B' - PLUMBING P -3 SECOND FLOOR PLAN AREA 'A' - PLUMBING P -4 SECOND FLOOR PLAN AREA 'B' - PLUMBING P -5 SECOND FLOOR PLAN AREA 'C' - PLUMBING P -6 SCHEDULES & DETAILS P -7 SANITARY PIPING DIAGRAM P -8 SANITARY PIPING DIAGRAM P -9 SANITARY PIPING DIAGRAM E -1 ELECTRICAL SITE PLAN E -2 FIRST FLOOR LIGHTING PLAN (1/8') E -3 SECOND FLOOR LIGHTING PLAN (1/8') E -4 FIRST FLOOR AREA 'B' POWER & SIGNAL PLAN (1/4 E -5 FIRST FLOOR AREA 'A' & 'C' POWER & SIGNAL PLAN (1/8' E -6 SECOND FLOOR AREA 'A' POWER & SIGNAL PLAN (1/4') E -7 SECOND FLOOR AREA ' B ' POWER & SIGNAL PLAN (1/4') E -8 SECOND FLOOR AREA 'C POWER & SIGNAL PLAN (1/4 E -9 DETAILS & LIGHTNING PROTECTION E -10 SCHEDULES & LEGEND E -11 PANELBOARDS � o 'v f0 y O cr_ U • to (D z vi N Q 0 tyl cr. W H O -°° LL H (L U x j0 U) U) Q cr w W 2 }-, Lj Qo C) w a Z 0 �a J i-- 3 • j N (n N • L r+ U N CD H G cc Lli Lli cd U) G w c� w u w ll d �_i w• U) SUMOTS02 � I L _J T -2 A F 2 903 5 SJ R. 3 �O h O O O i SJ Jt. FPP. IJ0' S 0.4d' E i T R A 32 49 [ AIJ I JKr t IV 7Ex POLE VJS T. co - SLAB c 1 R �' T 1` �o O - 1 nAs STORY JFtY UP.P6 I _ 11 EJOS T. m EYES rNG i'G IrFF POLE �I 5 i � yy T OS W � O v v v r tT a m LVI. F� I P, 'ViHr GENERAL NOTES BAS4S OF BEAR9165 1.S ME EAST LPEE OF SECTION 3 -26 -2( BEITrG KfdC(►,N AS S. 00' 13' 24' E. 2. S.I.R. SE r I" ROO wl TN CAP # 31 81 FP.P. FOUND PING OED pff. 3. rHIS "VEY WAS PREPARED MMOUT T}E BENEFIT OF A n TL E SEARCJI 4. SAD PARCEL LOCH TED PI FLOCC ZC1.E C- CC& JTY PP41EL * 120230 0300 C, MAP REVISED MARCH 13 , 1984. 2 � J i i �1J MM -- � f - I i i i i� Z �J " I I SECTION _ 3 . JOWN SNIP 26 SOUTH RANGE 2 1 EAST ...�. Q p N w � � n M M � �.../ LLJ z L >''x "' J 3QE -`� RANC 21 EAST , AS SAID TRACT ES N mm, AND SHo wN ON rrE PLAT OF ZEP14YF*JL L S COL CWY I i E - ONh � panp� cc COWANY LVOS , LESS A"I r--OF -MAY FOR U.& HWOAY •301 AS R£cco)ED N PLAT a" ? , • w d -F?D. 1 cn Q 3 cc d w > w J . ... cr � V , ca ~ ll' • Y W � M � Z "L 1 W w _L C7 W l ! w w W > d 0 `L — b *r z J ~ N N Pr s'ER PC nR U) — V � �t Ljj `t (f) i� Z �J " I I SECTION _ 3 . JOWN SNIP 26 SOUTH RANGE 2 1 EAST LEGAL DESCRIPTION ' Q z Y A SURVEY CIF TRACE .TJ LYM N SECT]CN J , Towht 7EP 26SOUT}I , - r_ >''x "' 0 3QE -`� RANC 21 EAST , AS SAID TRACT ES N mm, AND SHo wN ON rrE PLAT OF ZEP14YF*JL L S COL CWY I i E - ONh panp� J COWANY LVOS , LESS A"I r--OF -MAY FOR U.& HWOAY •301 AS R£cco)ED N PLAT a" ? , rJ_ CtxV!" O. rtlE NE w OF -F?D. 1 PAGE 6 , PU@LJC RECORDS OF PASCO COUNTY , FLC*-drA. l I ll' � 1 11 I Vas T N, E?C1S T NG C Y CL C 4E F E?ICE EYSS T NG pp N I i Pr s'ER PC nR I Fl%E 0.81 FV4C.E POLE 0.03' FE14(f Tf L2E TE ( BEG& F1 FK At C ,sK - - I O FE)+C£ ) —1 1 1 E)osr. TGi of BA.M* r'4 v. Cf SEG 3-26 -a _.. p (� w -- ,r - - E r £xa T. 4,- fN� cr � LJ 0- 1- ,., w 3 V 3 30 15 0 30 a I r OD CO, i 0 O 17J TAM lr-*C — _ �I of � of ,� x• PASCU, Ca_X SUR VE'rG , RS CERTFZCA rE N My NK# E, aK NL .Il1L' 430-VT , A f To ME BEJ T co LY h2� OLEDGE AIV M" 1 CAN SfA"E rNAT A y- 1 iVL [ Y cc TT PAIJFEATY #AS P4f00A) D 4�'+CEJt my .'JJ,FCrx^ A:+V hor Er wt rs iIca&w r sf.L`,Cmw FCR btN Y3 SET YCR I: BY I? t f f1 Cer..A 90A X OF LA.Y) L - ►URS -'A- ACLfP6S rRA TIME COLE. A11 TV f � Y� 1 � �`.. S LL MAT:17 - FCA. SLR?VEYQ' b . * Na qJA' J LU j £74t E E,' EER7JG , o4c. i c w v U) c+Ir r - T — ^� i A SPHA L ' A. EAIS T N6 1 A' RCP � i SECTION _ 3 . JOWN SNIP 26 SOUTH RANGE 2 1 EAST LEGAL DESCRIPTION ' Q z Y A SURVEY CIF TRACE .TJ LYM N SECT]CN J , Towht 7EP 26SOUT}I , >''x "' 0 3QE -`� RANC 21 EAST , AS SAID TRACT ES N mm, AND SHo wN ON rrE PLAT OF ZEP14YF*JL L S COL CWY I i E - ONh panp� J COWANY LVOS , LESS A"I r--OF -MAY FOR U.& HWOAY •301 AS R£cco)ED N PLAT a" ? , rJ_ CtxV!" O. rtlE NE w OF -F?D. RA SME PAGE 6 , PU@LJC RECORDS OF PASCO COUNTY , FLC*-drA. SEC. 346 - 21 ll' � 1 I Vas T N, E?C1S T NG C Y CL C 4E F E?ICE EYSS T NG pp N I i Pr s'ER PC nR I Fl%E 0.81 FV4C.E POLE 0.03' FE14(f Tf L2E TE ( BEG& I FE)+C£ ) —1 1 1 E)osr. TGi of BA.M* EJCE5 1 NG 1 EAG AAL L -- ,r - - E r £xa T. 4,- fN� .. ,., 3 V 3 30 15 0 30 9CALE 1 • 30 0 0 O 17J TAM lr-*C — �I PASCU, Ca_X A SPHA L ' A. EAIS T N6 1 A' RCP � i EKIS T to, PC ov p PY11 F ti 4.5 4 S� -A I d - EY}J i NG • i PG r'EJi POLE \\ N. A9' 4P' 48' W. 1, Er, N•, f US 7)16 CVfs0 f-A: F'(- Of R (.I.F Q z Y >''x "' 0 3QE -`� I i E - ONh panp� J Q z iy vv OF EKIS T to, PC ov p PY11 F ti 4.5 4 S� -A I d - EY}J i NG • i PG r'EJi POLE \\ N. A9' 4P' 48' W. 1, Er, N•, f US 7)16 CVfs0 f-A: F'(- Of R (.I.F iA N41 5 Kossik C7t _ 0 iS MIEN Rt ' i rkis h RJ fawia,v �1te;c�tirs _Rd• P! i - F; Pon Rd BQaae - 1� �� " • 51 - Tonga � � �() s; t3 On d'Jtiftl N�CS � y � Y erhG�i -St troi!� tkin a Snlh v : F 07vgt�vrV — , o n £ r ,, oc . { , inaT c n nc� as c+ ( t+ 41 un t . o �r Svwar 10"2 rr " N. cU a, Atlf:ea l4 +i (fo�od�Etf•' fi 4oz iALI el leph,Lrhills Country I' f 3 La 1' 11 A. a , a A. g • _L C r Av I �w �tlllrtl�7 i3 `� imp- w, .•, Si k REHOYALS: iU,REHOVE EXISTING STRUCTURES. 2U BEHOVE TREES INDICATED BY HATCH. OVERHEAD POKIER TO BE RELOCATED BY UTILITY CO. N BEHOVE ELECTRICAL SERVICE AND OTHER UTILITIES TO EXISTING STRUCTURES. (� EXISTING SNALg TO BE REPLACE BY v Eta 24' CMP PIPES. CONTRACTOR SHALL COORDINATE FILL OPEAATION AND CONSTRUCTION OF NEIL C!P STORM DRAIN AS TO ASSURE FUNC710MAL DRAINAGE OF O.O.T. RIGHT OF NAY AT ALL TIMES. CONCRETE PLANTER 1 ZONED AR i� 1 2 1 9 < 1 _ s1 o wcF M „4 f �Wh9a A J�l *" �- n AV t �5 a a r=ay-.- -•.• a — 'SOOt1'IAILL SKIIE LM Tit ' DIV me 013114 - -F.XISUA KW i'OLE ANA POLE EXIST. 01IF cko EXIST. tiYCLL aE FCICE a...:. c.� a . ug 3 �r -A� EX151I.'+'e 011:.SI EXIST. TOP OF ux- MOM TIE EXIST. IF-CYA L, A – A yr--- -- ?2I LA!.0,11 OAK e• rll~�M WIN lF }' lo' T f t `; �„ I EXIST. S8' )W' 01511V8 J� AW xlE IAE ol ;, e' T� M ENU UVIEL CAK �� !o' MIX 1 1 0I51I.*4 £A1IV LEAF t'+C. 1IMJ( I a TAM EY AA X STORY TAUC OAK � � t � Zi9. D8 1 l — f - - - -- — —. I I — — — — — — — — — — — — — — — — — — — — — — — — `IOEAd1 E . lL EXIST. L'Y�.iFaO ry i � 1 JU I I LIVE OAK I I LAIJU AK 1 !8' T: M R X1. — � — — tIVE CAK 30' T:Ilta( EXIS11A ti R-W AXE EXISIIA 1ST. 61n:'if�p r''t.'iiLA PULE F ICI- ILE I X;f- MOBI.E HOME PAt:'SC ZVW-U C2 I.W. a. 40 \\ LW. 32.04 LOWED 1,2 I.W. 12. 41 !8' or I.W. 32.55 - -- � r I -,- N DEMOLITION PLAN sCniE to - 30. -0' l lfvE al & Sc :LE �"T�31TEE;IL'k3 IIdC. 14483 62 ST. IMM CI DJIUATFJI FL. (313) 539 -4051 K4611CAN 9AIYJIYIcr"u tf TAMPA 3n3 1 0112 E Sr. TAMPA FL . 33629 (S13) 251-OM LBAL OF-5' :AIPTIQt A SLUVEY IX TN4CT 13 LYIM3 IN S%C1I 3. TOE* 11P 26 S+)ljrft P 0)E 21 FAST AS SAID i>IACT IS " "A. flY.3IF, Atd] 5 X%',N to TILE r1..AT IX - l&liYi'41ILLS C110Y C%VANY L.KJOS, LESS RI(X—CF--'WAY FOR U.S. 1410HVAY 1301. AS igF-CQf0 IN PLAT 31.)OK 2. PAGE 8. PU31-IC i--Cq�CS OF PA-19,1) CU.A11Y. FLI:010A. l>VEL%u 9-N AJICAL C1:! *;P. 6% FW 54 FAST ZEF�1TrI41ILLS FL. 3l2iS I I I I I I I I I I I D I I I I I I i I 1 i I I vi I � i i I I I I I i I L EXIST. 42' AP r .a- r -- S D F A PAS+:1) Cl)LNTY BEX,11 }1.'UX( )51 PA)A'A'VZE 0I IN 10C11ALL E.L. 81." I. E. 32.47 v y ro v a l.!) r-O ul T Tja OLD ( j) L LJ r, z ij LJ t J An I c�J r) cv U c�J q � rl. I�--1 I R r CJ C I j s! CAK T.l„"M �I �I -.°-_ .. �.'� r l_'117CE.�..o... 21X 1 i LIVE C-9 O I OAK 1 25' TAM 28. 7W 0 TI DX 01 U 28' 7MJK O Q. , -LIVE W 31' TiXkM LIVE OAK 1 I !9' TAM t o ILIA ca o / t I i I wrsum PI.'+E �! l..=/ 1 1 t v 155 Illm o two v 0 1 1 LIVE OAK 38' TA � O TAM 1 I LIVE LIVE AI 38' Ti?ilM 15' TAI.Yt I AK I 1 LIIVE Old( 39 ' TAM t 1 e!E lcm fMAIPANI 2!' T Al.".af LIVE OAK I 46' TAIPM Q o s �t Qi4i3H1' Lp / � o� i t 1 1 a a r=ay-.- -•.• a — 'SOOt1'IAILL SKIIE LM Tit ' DIV me 013114 - -F.XISUA KW i'OLE ANA POLE EXIST. 01IF cko EXIST. tiYCLL aE FCICE a...:. c.� a . ug 3 �r -A� EX151I.'+'e 011:.SI EXIST. TOP OF ux- MOM TIE EXIST. IF-CYA L, A – A yr--- -- ?2I LA!.0,11 OAK e• rll~�M WIN lF }' lo' T f t `; �„ I EXIST. S8' )W' 01511V8 J� AW xlE IAE ol ;, e' T� M ENU UVIEL CAK �� !o' MIX 1 1 0I51I.*4 £A1IV LEAF t'+C. 1IMJ( I a TAM EY AA X STORY TAUC OAK � � t � Zi9. D8 1 l — f - - - -- — —. I I — — — — — — — — — — — — — — — — — — — — — — — — `IOEAd1 E . lL EXIST. L'Y�.iFaO ry i � 1 JU I I LIVE OAK I I LAIJU AK 1 !8' T: M R X1. — � — — tIVE CAK 30' T:Ilta( EXIS11A ti R-W AXE EXISIIA 1ST. 61n:'if�p r''t.'iiLA PULE F ICI- ILE I X;f- MOBI.E HOME PAt:'SC ZVW-U C2 I.W. a. 40 \\ LW. 32.04 LOWED 1,2 I.W. 12. 41 !8' or I.W. 32.55 - -- � r I -,- N DEMOLITION PLAN sCniE to - 30. -0' l lfvE al & Sc :LE �"T�31TEE;IL'k3 IIdC. 14483 62 ST. IMM CI DJIUATFJI FL. (313) 539 -4051 K4611CAN 9AIYJIYIcr"u tf TAMPA 3n3 1 0112 E Sr. TAMPA FL . 33629 (S13) 251-OM LBAL OF-5' :AIPTIQt A SLUVEY IX TN4CT 13 LYIM3 IN S%C1I 3. TOE* 11P 26 S+)ljrft P 0)E 21 FAST AS SAID i>IACT IS " "A. flY.3IF, Atd] 5 X%',N to TILE r1..AT IX - l&liYi'41ILLS C110Y C%VANY L.KJOS, LESS RI(X—CF--'WAY FOR U.S. 1410HVAY 1301. AS igF-CQf0 IN PLAT 31.)OK 2. PAGE 8. PU31-IC i--Cq�CS OF PA-19,1) CU.A11Y. FLI:010A. l>VEL%u 9-N AJICAL C1:! *;P. 6% FW 54 FAST ZEF�1TrI41ILLS FL. 3l2iS I I I I I I I I I I I D I I I I I I i I 1 i I I vi I � i i I I I I I i I L EXIST. 42' AP r .a- r -- S D F A PAS+:1) Cl)LNTY BEX,11 }1.'UX( )51 PA)A'A'VZE 0I IN 10C11ALL E.L. 81." I. E. 32.47 v y ro v a l.!) r-O ul T Tja OLD ( j) L LJ r, z ij LJ t J An I c�J r) cv U c�J q � rl. I�--1 I R r CJ C I j s! CAK T.l„"M �I �I - T..::....• ,.1 eJ tw:r�uwJ vJ d -. - ... - w e1 r.erw...i r r r -- - -- - - w rr .........r r r w - 14 300 • � t T. ;�� Tilly \ 1I /�. -_ -___ cal WILL SfWE 1� t" 84 84 i'l 84 • 1. 6.31' .._ ' .4' _MF 4 1 11.5' I 1 36 CM INV. 82 INV. 82.04 PVC FLR WE STCAE • s o AQUI1I F � - --- - - - - -� - -- -� -- \\ I � 36• � L EXI ST. S�IALE •1 - MASE i EDGE OF PAVWNt - s � . I w. E 1 ...• .................................... ............................... se.ee ie• c.�a \ CrJ;�C. IiEa.C'rIALL DIV. 82.65 ; Lu wl i� ` � w UISTIV6 tl �cKEa POLE e J w ?CWEA POLE EXIST. CVEv4lEAD w w �. _ __ _ _ _. __ _ _ __ w .� _ PN ASE i LINE w K.•Ea LINE .• •.. ee.. eee•• e•••eeel••.•.e•....eeg /e�•••eee •.•••.••ee�•ge..l ge.ee•..• • ...........,•• ••.. •.. ••e1 e•• e e• gee••.•..•e••eee•eeeee.ee.•e.. •... e•1e •e••eee•••••e• .•...........•••...... e•• e••• e•.• e.. e. e e e•. a e.•..... ••.•...eggs.. ..•••F N � • • a,+ r .. .. r .r a ..... . _.- ,,. m• _�.....�_ w a _ ,..._.. a a.• -. _.. _ ._ a ._ . _.- v a. ,..... __..� u ,.• a r .............� y .. . .. - ;.r w ....._ --' ss s• ...,. _._ r ..• _._ a+ er - r v LIVE tnrc r -- U N 345.65 �'� N 365.38 1 ` I -� PA _. i'_LAN -- �, s C� ? l� o l 1' T l'a,K 4.; E 295.45 °J E "396.45\ • �� t. SCALE .1 30 ,340 t � # I m (A N t 0� - - — ' t - -- - �E SITE S Ot1 ay DI1��+SIa ;` � 1 LItiE CA!( O Ln�E 0 I I �� I - - -- - -- - I -- � -- -- `� l� • � ,, �• `-_ I 1it� 36.0' 1 -9 T , - - -- � -- I - .�l2Jt 28' TIE, � \ \ � —_ • � I I ! j 5.0 ± 11.0' • \ e - 5 1 IIVE G4K 0 4p 31' T LIVE I SEE PARTIAL SITE PLAN LIVE CA FOR WASE 1 LAYOUT OF ;� 2 S Y S S q1E . � - C) p9 — MIS Al .1. I :1 g T/ SILAB EL. 88.4 F.U.O.T. 1,11A1NAGE I E CM � C El. BLOC. PLAN I : c a.`_.._i.'__.. .., ,. _. __ I J T:E �1( ! i.8i' r'1 IG VI7 2 `4 53.18' i 45.34' ^ 22.000 S.F. S . F I 5 ; (fYi21 r�.) 2 .4' A N�4Lt'PAVIN ii _ • D 4 20 4 \ -_ - -- - -1 - - - - - -- — - - li cw '' 53.31' 5 3. 8' it 84 f1.5'� i "1.84' I 8.61 75.4' 4.67' I 24.61' i'S.$1' 24.4' 4.67' 17.8 ' 17.' ' 3.0' 1 i • • ••. •. •e••.•eee••e •e e••) 44 � s�• . • - ••• � ••eee,• e1 •e.•i •eee• •. e••• •••r��.e.e•1•e•e• •e• •e. ee. 4444.. ee e•e•eee••e• F _. - _ - ._ -.... - .. -_ _. - - _- _ - _ �' ____ _! _ ___ _ ` . _ -r _+ '•� ;Y: 114 0'' BACKFLC*1 i)i EMTEA BY tfj. SEY -3EECO FBC r� ; ;1� I U. " .:. ' .. ... " .. • :. 6 \ 1 AS�YIOYED EO�JAL F'U2 FOR d `'; ��, / \ / \ (• . ' . �' I RETAIN Fl1nA1E RETAIN EXT�"ITIN 1 i i 11 t• QUAS1i1Y LIVE CA •• ee.►•.• e• e•• ee•• e• ee •e•.eae•.••e•.e•ee•e•eeegeeeee 5 C'I'A PIA JL.AL.E 1 = JV ' NO1 E: I . STg1aMER S;E1Eit1 / CGETENTI(M BASIN AND 3114WATEA COLI_F_CTION SYS1E4 TO BE CCHMIED NIOR TO LAY114G ASWALT IN IWEA 14 8111GATE ADVERSE GLIANTITY AM 13 hITY INACTS OFF SITE. 2. U E I I G MYS. FOR I- 011- WATIG1 OF IN1 v EQrJ14�F -Q r A ov pN PLANS REVIEWED DA'C'E _22- BUILDING DEPT. APPROVE"13pk SITE PLAN REVIEW FEE R _,v ,vr�?,o ' <� . a t.E�E�JD EXISTING 1 D S 1I 11.4 f. L443 . � IiANUICAPPf.0 PAStKISJO SYHt3U. IitE f w..•......... LIRIIS OF MASS L'CMIRATION • . • -' CClJC. SI�ALK SYEGS.) IJAI44Y TILE - �S- F Ir�E iffu Ht — A — WATER F FII:E PMECTION � SANIMAY L•F'AEA l y1- S11MCPA(l i NTRA ORS OR OWNERS F YOUR SUB - CONTRACTORS BE REGISTERED WITH CITY, •TOTAL VA a 4700 S.F. PAM1140 SEWISED - 235 SYS PAf-xING MIDED - M SPS MWICAP Aljlfi£D 7 N.AlUICAP Pf'�OYIl7f_D y 9 6 41 JIM TAP S 91EA3 BY CITY OF ZFMIMILLS i i E DETECTORS SHALL BE ELECTRI QED (AC) IN All NEW COMO TRUCTI -1 01 & NFPA -74 LIFE SAFETY COD . 9 [",'? FLOOR DU 8" AB 0 VEJ ROA c '9 0 N • U1 t r' V1 "f 41+ �-• • 14. rJ ►-� t,A I I CJ rJ � 1 Lli a J Lli l ff a �wJ C- J C_ _7 I� ��1 s F . LEGEND 12.3' 2' -0' VARIES , fT'ERTY LIME PAVEICK EL. 86.65 � EL. 86.5 1 �•� El. 85.0 SECTION O B - B' SCALE' 1J4 1 A I \ I -E - -36 cW \ 18' G0P 1!N. 82.04 \ 1 INV. 82.40 - \\ \ PYC F1.4vyITL�3E STCi�E \ \ • .•,....... . •�...... • 'D - -- TOP 6.0 \ \\ \ 0.0. T. It 254 1 36• GJ \ I. E. 82.20 18 ov • - TOP 85.5 \ \ I 1 i 1. E. 33.0 \ POLE \ UISi S I �°� FC�tfA \ \ �... U_ ✓ ti- P�IrtA F'0.F \ _ r EXIST A'UFM PHASE LINE \ I - \_ PCdFA LIME \ ••• • •. •. e.••.•e••e .! •...•••••••.•••e•••es••••••• eeee•••eeeeeee••eee••eeeee • j•••eee.e•e••••e e•eeee• ... •.6 .ee. e. e....••••• •eee•ee•e•e••••fj. •.•eeeee.'• g ff .l ••e•• •ie e •�•�•e e•e• ••o•e••e••.e•e•eeeee•••eee•e•e• • •e••ee.••eeee.• e ` • • r r r r.�.• r .r --a r r ......as r r .•..r..�+ r r ._ -_ __ --'- r r °- - - -° r r •.__.- -_ _.- r r -- - - -- .• r ....`..r.• r r ..� .. i s -- � s .'l.... 86.0 0 t 97.0 Ltl \ ti t s � \ aj \ 6' T x ° \21s'i� ac 34' C� - 1E �II.A1E0 I.E. 32.6 - I \ SHALE :,1: `i• g 2L` I, \ ( IYP.) 1 LIVE M 1Yi'E E Ir. E T l Y ) _ - �"� - I . E. 32.44 a it • T,r�nTC o LnE \ . TOP EL. 85.� � � l �� � �• _ -~ _ I t \ I LIVE arc 3! 1, My. ;.a2.2 LI 19 NIA \ INV. 82.1 0 1�g - # t. - T/ St�B EL . 88.4 \ 1 TYPE 'J' AM \ X 1 3 '�T; at \ � r E0 EL . BLDG 100 . -4 PLAN 1' ;\TCP E L. 87.4 . I.E. 82 OUiFLUi I 2 S.F�TG.F.A, 0' �_ CulfPCIL \ ' I / ' // `� -�`• .. SEE ►, v3 I '1 a N. \ \ INr.;3i.9 6 j i 1-I 8 5.5 83. I.E I.E a3.0 1 a 5 \ U RETE,4TIC14 v c3 �� n f i • !' / •BSI \ ` \ A i0 �� I 1 ! • ••�ee••••••e.••e•••••••�• ••••• (• ••e•ee •..e• • 'la • ••• ••••••.•e.•sr Y •e•••�•e•�•.•a�• •• TTiTTlTti rsrr• /tlt�V _ y 4 \ \ \ • - �j , 84.0 t • � � � -_ _J .� .� sue- ,-_: � _, . ; • J y '� � '.-` '+ � � � 1. 86.0 t , •.._ ETAINIr� I WALL PHASE � LIN � � I • L•'.•'1 .''r'.'.I' .'',I',•'.I' '.I'.'' t• .�. : V. ?4 i . 0 "� f f \ ' `�� `� � , ` I►�1. r 8f.0 • \ \ , ' , ' . • , ' . ' r �_ _ , - d�.�.c -s- .a- . -zy..G •rc -e .s�.+c..sc_�..r_ -.arms :�c r ._.- -- _ - :13 g 1 �87 .0 \� \ t \ '. -z -.• I 1 r� ENV. 81.'7 ���INV��81 •I 7 \ �. ....., ti? 4:...• ........................... _ INV. 81.3 gilt' • %.' R • - M GAK'l LIVE aDX '� \ / O �l�` ilk 86.B � s •'•�� ��� . 35' TRi�i X15' TUX { /: /•' . \ ,,••� « ' I 1 EL. .5 I �\ . ' . r ' -' \ '.'' . '.'' INV. 81.2 - INV. 31.0 , INV. 83.0 / \ - -- t•' .' ,•' . -- - - - - -- L. '.' Al TERED EM 0j 2 STORY STHM11A . '. '.'I.''.' F1Jp , Sis�1CnJT�E 11X _0 SE 11 • / ` `�'i I 1 .•T/ SL�!8 EL. 83.4 .- - - -- - BLDG. MCHT 24'- 4'''.�.. � I. I uVE \ E�3. ii1.U�. PLA,y I � � - .•'3000 S.F. G.F.A. . '. ' __ Ir4DEX 212J I 1 39 A'X 1 . .1 1 BLDG. HEIGHT 24'-0 I'. \ • 1 I I --8$. 2.000 S.F. G.F.A. i ' I • L61 CAK O \ i -. \ ` - \ iE,ti1IGW U • \ • I • TMCi( / ` c-. PCNiISI#�TO `�' j GN TO 4� '�_ ' .' . ' . ' PHASE 3 � �� f 'LCk INTO Palo. - LINE 1 01 r I ;1 A - - LIVE CA!( - - -- -- -- - - - ; \c ; \.. w, s Wit- --- -- ik L CAU 1 � �o. i r. -T- r r •rse.r r r eeee•..•r r r r r eu.e.eeeee• r era.a,..s r r aecwa..s r r r r .. __ _ r r - _..__. - w r r r a ..• es - - er y - u es -�� m• r - ,�....s w .• _.._ _ aJ w ,,.mss ;� .r .� - .,u _.. �.s r r x+• o.�. - r ✓ .a.H...: r ��� .m'• - ' - .r sa...� w .e - ......•• J+� yam° �� •••••• •••e••••••••••••• •••••.•••••ej - L •.••••.•••..••. •.•••e••eee ••••••••••••e ••e e•• eeee• e• e••••••••••• e•e et r&• eAq••••• •••••••••e•••••e. e•e•e e••• ee t(i i 1 •ee••••. e•••.•••• tt t.tia ri T •e4e •e•eie ���e��•�etie�e��e��e - ���ee•• Tj ............•Z�•........... e••..••••e••e •.e e.l •.••••ee••• .•i• V ,jam _ �-EXISTI. A 0�' STALE (1"tP.� - �Y ?o• T�tx _ _ - - . � ._�^i..xE» F�aLE XI �-�\ • �- ---''" EST CYETia i - -- -- -- - - - -- - - -- - - - - - - -- - \ ' ' ILE 10E 138. d AQ31LE 11CME I 1 / - PROPERTY L 114E 1 1 e / F�(ISTI�� r�E'A t�ESCI1IPiIGN srr�lur� �� 11Au`'yIIGAI>F'E.0 PA1�I s Y'r�Jl AR ME 1YFE 'P' INLET LIA11S Of HIME CU61M'1108 ••••••••••••• CU,'1C. SICE'�ALK _ 7777 �< r IAi Y TILE b FI13E 11rCI1Ar11-- -__ - 89- - -. 86.4 __________ CIANTUL'P LINE ---- A BI,Q+I POT ELEYAiIl.'I I.E. 82.47 I ,• • r : r • • GOOD ?,APPROVED PRINT REQUIREA ON JOB_SIT� r;FaA r Nirl Amn n[ W 01 AN S%ALc I- = JU - - U - 2'23•$$ - % 3 - - C% �v i el f'E. v AS SriC1,,m SUMOPAllI A . i 0 4 to w �A 1 U) 0 4 v t� i.. 1 > �j illi s l� e ( A r- C,9 11_ L l I• ��J C: J C:: 1 C-3 Y s � S S Y f ,� c{ .r �J H LIFT STATION TOP 86.27 DESCRIPTION EXISTING NEW 80TTON 70.37 INV. 74.86 9 SANITARY SEWER �6� POWER 14 PVC � POLE °C I WATER a6� a go• HAND LE O • PWJITY LINE _ ASPHALT ROAD 13 I GRATE INLET o h bo � / 4 . TOP 84.49 INV. 80.33 O i�n nor •.n• • 1c �A ^V% SANITARY SEWE MAIN PLAN �S N STA 7 +84.1 (63.96 RI) CONSTRUCT SAN. N.N. RIM 85.60 INV. 77.60 I llb� 1 6 N _ -. k _ -�- o I POWER POLE 8' P.Y.C. �o / Q1 4" � I I N 0 0 � ,9> o p' � \Q 0 0 �� E.O.P. aa' 14 0 8 7 I �I xI SUN MEDICAL SITE - -\ 5 &I, 2� � 9B� d9y :!s _______ Z2! - - - -6'W -- 0°' i2 fi I 7�0 A_ i i i i 6 �I B �I � 8' P.Y.C. SS SIGN O °� ,'� �� aa' E. 0. P f0 U.S. HIGHWAY NO. 301 9 i 1 1 � I 1 i I X STA. !0+86.69 (75 RT) CONNECT TO EXISTING SAN. N.N. INV. 75.90 o e Q �- POWER POLE M. H. SS 8' P.V.C. TOP 83.30 UNDER GROUND INV. 75.73 CABLE MARKER SANITARY SEWER MAIN PLAN SCALE I - 30'--0' NOTE: NEW WORK SHOWN IN HEAVY PEN. ------------ - - - - -- U.S. HIGHWAY NO. 301 2 i I 1 I-- I I i I i i EDGE OF PAV ENT STA 00 +00 0 LEG DESCRIPTION EXISTING NEW SPOT ELEYATION� 9 SANITARY SEWER -- -- -- SS -- -- -- -SS- WATER -- -- --11- - -- HAND LE O • PWJITY LINE 4 P RLE Qua LIDO Sf Y EP MANHOLE COVER L L e , F=L.- 8PICX OR CUC. SRADE RI.46S y FOR AWA THE T AS AEO' 0. (3 C0L>l3S£ MIN.) FACTORY WT OUT }1 K)LE TO SET OVER PIPE AND WOO COW. fSM BASE AMM PIPE TO FOC44 A TIGHT SEAL. [MIN. 14 1 8' O.C. E.W. 2' Com OVER BAR MAT S 2540 PSI CVNC 1£T£ BASE (TYP.) . I 8' -0' TOP FLAN FRAME & C " P_ _,/ 1 32 1/ 2 4' -0' 8' -Of TYPICAL MANHOLE F I3LAX' ASS w S t Z,� �l w p,v //y ' A t e � / RZ' 5Ui`' 02CO2 V G '1 L � U) (D 0 z ih w L d > LJ L L • J (A N x Lli - - �L!:J W ICJ r L) u CA 10' -0' 2' -0" OPEN — � OPEN 4 SfD PIPE PAINTED B1 l ie #5 @9' T @ GUARDRAIL POSTS 15 @ I8' T & B BETWEEN POST -x H 5' I.U. PVC PIPE v FOR 4' STD PIPE H.P. -' cv 15 @ 9' O.C. E.F. GUARD RAIL POSTS #5 @ 18' E.F. BETWEEN POSTS �r I 2' CL. (TYP.) zn I #5 @ 12' E.F. 2X4 KEY v- 5 -h T & B CONT. . ► ^v n ►, 4 r 3R 4( S ECTION ® SCALE: 1/2' = 1' -0' -� ,3" CL. 2 ► -0 . I ► 1 ► -O r (TYP . ) 4 ► -0 . DETAIL A s SCALE: 3/4" = I' -0' 6 SETS OF 13 TIES (TYP . ) 'a ► — nr s tr I 17 @ 6' U.C. E.W. 14 @ 6' O.C. HORIZ. (fYP.) --� #4 @ i2' 0. C. VERT. (TYP.) -� EL. 82.3 PLAN SECTION A-A J V VI "11 F:D.O.T. FRAME TYPE I ASPHALT PAVING SEE SECTION DETAIL SCALE: 1/2" = I' -0' C -5 30' CMP A 5' -3 1/2' !8' Div ►_�r ueratL rA C -5 SEE PLAN A� PUV 8A2r7( AT ST FOX TIM (SEE PLAIN) - 18' CMP - 8' PLAN 1/8' STAUESS STEEL SMYM EL`8�.5` EL. 8i.5 EL. 86.0 5 1/2' x 36' WEIR OP01146 IN FACE CF STRUCTURE 1/4' EXP. 80LTS ' FOR SKIM CREST OF WEIR EL. 83.4 d EL. 83.0 - -- 1 N !4 a 12' 0. C. ��1N (TYP.) SECTIGN A -A SECTION a-a r ��� l r.�� C�JTELC�W CCNt�NCI TNUCTU�E C � - z VARIABLE A.W.W.A. FIRE HYDRANT (3 -WAY) i WITH TWO -2 1/2 HOSE NOZZLES & ONE -4 1/2' PUMPER NOZZLE fO FACE PAVEMENT, 5 1/4' VALVE OPENING, COMPRESSION TYPE. I 4 1/2" PUMPER NOZZLE" -'� FINISHED GRADE I i CHAIN -� IIIII I I Nil I FIE III IIII1 0111 IHIHII I W : C I EXTENSION TYPE VALVE BOX -� GAPE VALVE C-) 6' CONC. REACTION BLOCK - LL■ ..VLL V I BE KEPT FREE OF CONCRETE - 1/2' DIA. TIE DOWN BAR 2 !/2' HOSE NOZZLE o� i-4 z� B" � M J INIE( um I LL '9 a 4ARIES MAIN LINE �- ��� 6' MIN. •.i:: ��IIII� - 1111 �Il 01 � III �II�� �Iill I!� UNDISTURBED � ! /A' CRUSHED CONC. REACTION BLOCK SABLE EARTH STONE OR GRAVEL 0.10 CU. YU. MIN. 0.3 CU. YD. MIN. 2000 PSI CONC. FIRE HYDRANT AS SEMBLY DETAIL SCALE: ] /A' = 1' -0' 3 u -°� 1/8' STAINLESS STEEL Sumo #c� IX Ni • u W z r+ �3 z 4 W� U U �- v� t�l z f-4 (D 6� 191 j 4 • (l) _j C) f U li LU �1) �1 LLJ 14 L. LL.. C) LU 81056 _� ATTACH FILTER FABRIC s TO WIRE MESH AtO POST WITH WIRE RING OR Wx STAPLES. B --�> HIRE MESH. FILTER MATERIAL (SEE MOTE 4) - GRAVEL OR DIRT IN IRE" PINE; llll- TIE WIRE HAY BALES ( TYP.) 1 on I I LI BAC KFILL 6 CCMPA SILT CHECK FENCE OEfAIL N.T.S. CONSTRIM:TION NOTES t. CONSfHMT SILT CHECK FENCE OR HAY BALE BARRIERS WHERE REQUIRED TO CONTROL EROSION AND SEDIMENTA(ION. 2. FENCE MATERIAL MAY BE WIRE MESH (8'x8' MAX. WIRE SPACING DIMENSION). SNOW FENCE, HOG WIRE FENCE OR OTHER MATERIALS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. 3. MINIMUM POST DIAMETER SHALL BE 4 INCHES. 4. MATERIAL FOR FILTERING SEDIMENT SHALL BE BUHLAP OR OTHER MATERIAL SUB1J£CT TO THE APPROVAL OF THE STATE OR LOCAL AUTHORITIES / CONTRACTING OFFICER. 5. THE CONTRACTOR SHALL REMOVE SEDIMENT AS REWIRED TO CONTROLL EROSION. 8. AFTER DISTURBED _.AND IS STABILIZED I,'EMOVE ALL SEDIMENT, FENCE, GRAVEL ETC., THEN SEED A1 MlJLCH. m DEGREE OF BEND I 2 REBAR, STEEL. PICKET OR 2'x 2' STAKES V - EXIST. HEADWALL on 2' -0' IN THE GTU140 - ,4EDG£ LOOSE STRAW i BETWEEN BALES - ADDITION 17 30" CMP � OPNG. - I F.U.O.T. 01 fa 6' 0. C. E. W. - FRAME TYPE I �i� ♦♦ I I I I I EL. 87.3 07 DOWELED INTO EXIST. WALL 4' TO S' TRENCH c o o AA 1 @ 6" 0. C - \ D RIL &EPDXY . ♦ I I I 30' CMP _ n 30 CM IP C' - I 3' -6 1 ' SAY uALr. wAnR i no kUr l Ul lAL) N.T.S. 14 8 6" 0.C. (T' #4 12' O.C. ( TEMPORA E ROSION CONTROL N.T.S. TRENCH 'MALL / (UNDISTURBED EARTH I. CONCRETE SHALL BE KEPT AT SUFFICIENT DISTANCE FROM JOINT FOR REMOVAL OF ALL JOINT ACCESSORIES INCLUDING BOLTS. 2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL. 3. POOR SOIL (SILTY SOILS, CLAY, MUCK OR PEAT) 'MILL REQUIRE LARGER THRUST BLOCKS. 4. DIMENSION 'X'SHALL BE: 12' MINIMUM FOR O AND SMALLER PIPING. 18' MINIMUM FOR i2' PIPE. 24' MINIMUM FOR 16' AND LARGER PIPE. TYPICAL THRUST BLOCK BEND DETAIL S i-- CL W PROPERTY LINE I 18.00 _I PLANTED AREA EDGE OF PARKING LOT i /-- TOP OF POND 34.00 18.00 EL. 87.00 POND BOTTOM EL. 87.00 SOD POND EMBANKMENT ( TYP) EL. 81.00 �1 3 ( 8.76 EDGE OF 24.0' SERVICE ROAD 5.03 12.00 ! 12.00 i I i EL. 37.20 EI . 87.44 1.1/2' TYPE 3-1 ASPHALT A O LIMEROCK BASE X 12" STAB. SUB-GRADE A A F.D.O.T. SPECS oFC r I ON rl SCALE: 3/4 - 1' -0' C--6 mull EL. 82.57 I SECTION A -A EXIST. HEADWALL AND FOOTER DETAIL r SCALE: 1/2' = I'-Om � VARIES (SEE SURVEY) I F1111--1 FIR 9 "1 @ 6' 0. C. E. W. IIIIII EL. 87.20 EL. VARIES SEE PLAN - EDGE OF PAVEMENT U.S. 301 N. ',A PROVED PRINT REQUIRED ON J08_5IYE 2 - 23K SUM03C06 A A- J Fe WW I x M VI u l f II! w 0 s-- t� z 0 -i L j J t~i ' 01 '' W L1J cl C) U LU W (D LLJ CD ,j L 8106 ` G-o 6 i I PIPE SIZE 4' 6' 8' 12'' 16 20' 24" \ W / " 9' 1 , - 0. 1 , -7 - -2' -Im -2' T-50 �. D 1 9' V-0 V-4 1'-9* 2* -2' 2'-4 W it 1' -6" 1' -6' 2'-8' 4' -2' 4' -5' 5' -i' 0 8' 9' 1 , -4' V -71 1 ' -9 l 2 , -6s 3'-1m N 5' - 8' 6' - 0" W i' -2' i' -li' 2' -10' 3' - 4' �� v D i'-0' 1' -2' i' -4' 2' -3' 3' -1' 3' -0' r 4' -b" C3 W 2' -i' 3' -5' 4' -7' 5' -6' 6'-5' 10'_5 12' -5 0 1' -0' 2' - i' i' - 7' 2' - 8' 1 3' -0' L3'-10 4' -6' PROPERTY LINE I 18.00 _I PLANTED AREA EDGE OF PARKING LOT i /-- TOP OF POND 34.00 18.00 EL. 87.00 POND BOTTOM EL. 87.00 SOD POND EMBANKMENT ( TYP) EL. 81.00 �1 3 ( 8.76 EDGE OF 24.0' SERVICE ROAD 5.03 12.00 ! 12.00 i I i EL. 37.20 EI . 87.44 1.1/2' TYPE 3-1 ASPHALT A O LIMEROCK BASE X 12" STAB. SUB-GRADE A A F.D.O.T. SPECS oFC r I ON rl SCALE: 3/4 - 1' -0' C--6 mull EL. 82.57 I SECTION A -A EXIST. HEADWALL AND FOOTER DETAIL r SCALE: 1/2' = I'-Om � VARIES (SEE SURVEY) I F1111--1 FIR 9 "1 @ 6' 0. C. E. W. IIIIII EL. 87.20 EL. VARIES SEE PLAN - EDGE OF PAVEMENT U.S. 301 N. ',A PROVED PRINT REQUIRED ON J08_5IYE 2 - 23K SUM03C06 A A- J Fe WW I x M VI u l f II! w 0 s-- t� z 0 -i L j J t~i ' 01 '' W L1J cl C) U LU W (D LLJ CD ,j L 8106 ` G-o 6 i I 3 - a w i / v c ME 10' -8 1/2 23'-2 1/4' 5'-5 4'-8 I � 2'-0 - 4' \ min Tunilmr -- timmillIJ17), \. .. rrrrrTrrrrr 3" RD. \ / \ \ A HALT- IC \ 44� UNASSIGNED ',/ CONCt E \ ELEC . #D MECH. #E\ 7 \ o 24' -4" I 23' -2 1/4" 7' -6' — 7' -6" _ 4' -8' I _ _ BRICK PLANTER i SEE SECT. A -13 I I v 4" C �-2' -0' uu ' 13 0.. MEN \ � ii _ \ lo'-0 AG3 i VANITY \\X i #H i5 2 SEE 1/4' SCALE ' i i PLAN SHT. A -14 / EWC i , LOBBYi #G i TE - A/ 16 WOMEN / VET 0 � \ \ VA 1 TY i i M .T. NC. I G' ALL iP � UNASSIGNED ' ELE ATORS EQUIP. r -0 5'-O 9'-6 1/2 ��� S ■ - \N 4 A9 PLANTER �f a / PUBLIC \LOBBY #F , s A 000 \ 6 \ Y I \ �� N 3 RD. /SEE ` 0 2 \ Y DET. A -i2 ' TYP. • / STONE ' WELL C 7 I I = I U ,O - cv \ / , CONT. ROWLOCK 4' -8" 7' -6" .� 7' -6' 4' BRICK SILL Q` �C3 / CONC.' Q.T. C / SEE SITE PLAN / FOR WALK CURB / \ \ _ - NU/ FEC • \ A23 \ ,Q - 8" / GRASS, ETC. i / A -12 N MASTER GROUND FLOOR PLAN ( � SCALE: 1/8' = i' -0' NOTE: ALL DIMENSIONS ARE TO FACE OF MASONRY OR METAL STUD OR COLUMN CENTERLINE. a I N KEY PLAN .44 Zu • +.n w U (n� Z c*i ni a ca U) n •+ o H O U) Q w ac w ca L �-1 z wa 0 Z Z �'cn ��+ Z 3i C) N cl- C3 1 O cr U cr- W CD Z H C3 cn H L.1J U H LL. U. CD C.J LLJ H Z ZD cn 07056 A -1 i / v c ME 10' -8 1/2 23'-2 1/4' 5'-5 4'-8 I � 2'-0 - 4' \ min Tunilmr -- timmillIJ17), \. .. rrrrrTrrrrr 3" RD. \ / \ \ A HALT- IC \ 44� UNASSIGNED ',/ CONCt E \ ELEC . #D MECH. #E\ 7 \ o 24' -4" I 23' -2 1/4" 7' -6' — 7' -6" _ 4' -8' I _ _ BRICK PLANTER i SEE SECT. A -13 I I v 4" C �-2' -0' uu ' 13 0.. MEN \ � ii _ \ lo'-0 AG3 i VANITY \\X i #H i5 2 SEE 1/4' SCALE ' i i PLAN SHT. A -14 / EWC i , LOBBYi #G i TE - A/ 16 WOMEN / VET 0 � \ \ VA 1 TY i i M .T. NC. I G' ALL iP � UNASSIGNED ' ELE ATORS EQUIP. r -0 5'-O 9'-6 1/2 ��� S ■ - \N 4 A9 PLANTER �f a / PUBLIC \LOBBY #F , s A 000 \ 6 \ Y I \ �� N 3 RD. /SEE ` 0 2 \ Y DET. A -i2 ' TYP. • / STONE ' WELL C 7 I I = I U ,O - cv \ / , CONT. ROWLOCK 4' -8" 7' -6" .� 7' -6' 4' BRICK SILL Q` �C3 / CONC.' Q.T. C / SEE SITE PLAN / FOR WALK CURB / \ \ _ - NU/ FEC • \ A23 \ ,Q - 8" / GRASS, ETC. i / A -12 N MASTER GROUND FLOOR PLAN ( � SCALE: 1/8' = i' -0' NOTE: ALL DIMENSIONS ARE TO FACE OF MASONRY OR METAL STUD OR COLUMN CENTERLINE. a I N KEY PLAN .44 Zu • +.n w U (n� Z c*i ni a ca U) n •+ o H O U) Q w ac w ca L �-1 z wa 0 Z Z �'cn ��+ Z 3i C) N cl- C3 1 O cr U cr- W CD Z H C3 cn H L.1J U H LL. U. CD C.J LLJ H Z ZD cn 07056 A -1 1 l a ,O �O a � ,O O a 2 _ � a yp . \ \`O a / 70' -8 1/2' 23' -2 1/4' I 24' -4' J J cn , - LO'�i ROOF �, > � PLANT R PLANTER 3' ROOF .' >- (TYP. � L M L ' DRAIN L 'd � L `v `- - -- £M _ P , I - - .` 400 , i 419 LAV 414 FI LAV 401 EXAM 30'3 P TLT• EXAM 305 T EXAM 400 EXAM 415 -- 'U 304 0 i i - 8 A 4 B a g 8 E3 LAV 13 f3REA' � 0 � � 402 � 418 �1 _0. �n ��0 J Ai i '10 305 -� LAV f 401 i 402 HALL 404 r�.� EXAM 405 P. / OFFICE 408 jSfQR U A 409 u 10 -D qX / r /it /UPPER LOBBY JG -G \ PLANTER DETAIL U FF- F(- I SCALE: 1/8' = i' -0' / i 0 f \ '`O 4 L J V \ / \p a A 1 D o 9 \ \ O \ 04. r �J F� ti / �S \O a v 0 ,O o ,O t, a , f Z6 O ITE .•i ---mow — - - 'y ro v O c U Z N Q W �+ o u- H - U � Q cc cc w ca Wz wa 0 cD Z Z • J (n �+• Z N 3: 3 N 441 CL 0 U W U) W CD Z H M m W c uu W L . 1✓ C) H C) W m U) KEY PLAt A -21 25' -0' 2' -8' 1 2' - 4'. 4' v I v U I lf) c n I 25' -0' (3) T 14' -0' 'T 4' CMU TO [UP Q' G FOR OF DIRT -� CONTINUATION Sir Tm ' — -- EE DWG A -4 N •�. } i PLANTER I STONE WELL I LINE OF 2ND FLOOR I 25, -0. 6' - 0 a 9# I I I f CONE. -- - - - - - - - - - - - DRIP SCREED I I I I I I I / ACCENT 'MALL COLOR 31 SOFFI TDEDGE) A T STAIR I #B SEE 1/4 0 SCALE DETAIL oll PLAN SHT. A -16 I i 112' = 1' -0' I � I I I rrrrrrrrl I I I I - I I I f f i JAN./ — STCR. - I ' #A I f I I r I � I I I i I I I f I I PAVED PARKING AREA —� - SEE CEILING DETAILS f I __�_______________ +_______ THIS SHEET SEE ------- - - - - -- I 6 3 DET. (A-3 A-3 f TYP. in — — — — - �-- ___ —_ —___ ___ — — — — — — — _ — — -- - - -_ — _ _ _— _ i il l I I I I � I CONC. SIDEWALK - ' I i i I I SLOPE I I I i I I I I I I I I i I I i I I i I I I I I I I ► f I I BOX -IN AT rrrrrr 3' RD. - i - I BRICK PLANTER 1 ° 3' -8' 2' -0' 2' -8' 2' -0' , -8 2' -0' ` I STONE WELL SEE SECT. A -i3 v ��� f I I e a I c ul, — • • • , 7. ilitill i11i1111111ii1111I1i111111111111111111III1III \ MI f FRED GLASS AND SILICONE 2' -8' 2' -4' 4' 4' CMU TO TOP � ' w - OF DIRT BIZ J TYP. SOFFIT & CEILING OVER PARKING AREA: BATT INSUL. SfRUCT 'C' STUDS @ 24' O.C. P. T. 2x4 'W1 1/2 A.B. 3' -0' O.C. .vAis i 5/8 DENSBOARD 'W/ EPDXY COATING FINISH CONC. COL. W/ EPDXY COATING FIN. 1 A -3 (TYP. DET. AT HANGER) DETAIL 2 1 i/2' = i' -0' A-3 H C: R CORNER GLAZING Q Z °m H I m N n Q u �cc W vi QO J H ' `_ U � N Q cc w ca z " 0 W 4 Z Oz j Ha • = U) fA N • Z Z ID N L7 w cl- CL 0 _.-i L_ cl 2f 0 w U H LL. U. O .Q V H W x Z ZD U) N KEY PLAN � /➢Y � � Ll JY °� A -3 1 SUMo2aoz SCALE: 1/4" = 1' -0' m a� O c U 1 112' CHAN. 4' -0' O.C. HUNG W/ RIGID STEEL PLATE FROM STRUCTURE & 3/4' SCREWABLE METAL CHANNELS V-4' O.C. (TYP. DET. AT COLUMN) DETAIL 3 1 1/2' = i' -0' A -3 TYPICAL EXPOSED BUILDING COLUMN SCALE: IN = i' -0' V A -3 CD Z H cm H m N rA� GROUND FLOOR PLAN AREA "A" COLUMN COLLAR CASING BEAD & SEALANT !J FACE OF WALL (TYP. GET. AT (TYP. DET. AT WALL) CONTROL JOINT) DETAIL r4 DETAIL 5 1 112' = i' -0' A -3 1 112' = i' -0' A -3 TEXTURED EPDXY COATING FINISH (TEC) W.W.F. STRUCTURE STEEL COL. ENCASED IN CONCRETE WITH RUBBED FINISH EXTERIOR 0 1 2' -0'. 4' 23' -2 1/4' 4' -6' I 7' -2' PLANTER - • s s • �, o + o s s • / ° • G s STONE WELL ° BOX-I AT Q � MITE ED GLASS AND 3' H \ SILICONE GLAZING \ lb ft \ 6 3 TYP. DETAIL A -3 A -3 \ \ 00 / Ch ____ _ ____________ / - �— -- — — — — — — — — — — UNASSIGNED i / HALL #C -� \ Lo ♦ i / ♦ ♦ 9' -8\ ♦ / / /' ELEC. #D MECH. #E ♦ / ♦ ' / / ♦ / l V \ \ \ , - �jy� �y (V \ N � GROUND FLOOR PLAN AREA "B" SCALE: 1 /4' = I BOX -IN AT 3' RD . --, 24' -4' 23' -2 1/4' 10' -0' 7' -2' 4' -6' STONE WELL - °v Zo TTYP. MIT ERED '-PLANTERBRICK-CO __— zo ° ° s ° o rrrrrr r rrrrrrrrrrrrrrrrrrrrrrrrljrr ° \ � I ELECTRIC SLIDING VOID DOOR UNIT SPACE I 0 o I VANITY #H MEN #J I ; I I I ' I ,I I � �- SEE DWG. A -l FOR DETAILED PLAN , 1 L I EWC I LOBBY #G 1 TELE #K / WOMEN #L S C:l w , U \ /, \ I VEST. IN VAN TY #M I I �' � Fp ��Lj• ' 9 9� FLOOR I I UNASSIGNED , L- - - - - - - - - - - - - - - - : D.T. ` \ ' HALL #P FLOOR / ELEVATORS ELEV. EGUIP #0 SEE DWG. A -15 W ` 7' - 4 0 / I 10 C : PUBLIC LOBBY IF TYP. CO R 3 PLANTER D T-< A -12 a ° o / \ tf) s i in s I PLANTER BRICK SILL - 7' -4' / j II � I 3'-6 i/2 , �P REGISTRATION \ DESK r2 ' � - - `i' TYP. DETAIL ELECTRIC SLIDING \ \� DOOR UNIT - _ ' / PLANTER \ STOREFRONT GLASS MITERED ORNER AND SEALED WITH TRANSPARENT EPDXY. Q ON- ME N KEY PLAN fJ <�u -� o .v c U U Z om H N C3 W vi Ca 00 j H Q U n. 0 >a CC U QCC W ca lzlj z wa 0 zz • J A Z cu Z UN 04 W. W G CL 0 G CD C./ H CD H co LJ H LL LL C) C.J w x 2f r � ( 87056 A-4 SUId02AU3 �I 1 x -1' _6 . 6' I t� a FURR OUT 6" STUDS d 0 I 0 V' n o� m u 0 I in a. m II 2 3 4 25' -0 25' -0' 14' -0° T 8 SP. @ 3' -0' = 24' -0" 6' 8 SP. @ 3' -0" = 24' -0" - r 6 '4 SP. @ 3' -0" = 12' -0" t' -6" -PLANTER SEE PLUMBING 3 3 ? FOR DWG. FOR DETAILS SEE DET. A -13 CONTINUATION �� r• I , SEE DWG. A-7 [77 1' -10' 12' -6' 10' -8' L 3' -8' LAY, i10 <: EXAM 100 EXAM 101 �0 7 a A B -17 Y 4' -0" -17 - 'm - -- L 109 , Ll ° UTIL. - F.E.C. I �� 104 THICKEN in in ii l P. TLT. 105 CABINET - -� EXAM 103 I i0' -00 E L l EXAM 104 o I it i EXERCISE RM. 813 i n .3 9 ' -6 " '1— i n �� - ii l0 � - i26 �� -� - - - - - - - - - - - - - - - - - -- - -- - - -- - -- ! P. TLT. 202 P. OFFICE iii i EXAM 200 EXAM 1201 cl%j a F 00 - - E ' I - Z\i HOSPITAL CURTAIN - - - - - - 'U, - ' UTIL . 203 & TRACK N.I.0 / to ,--� • T, I � _ ji -- HOSPITAL CURTAIL r' l _ m ! TRACK N.I.C. \ ;; cn I - L i Oj HALL 102 - - - - - -- - - -- -- — 4' -1' BUS OFFICE 107 ' INSUR. z G -i7 ACCOUNTING 108 � -17 F H , -i7 A -i7 7' 6' 7' -6" in L — _ 2 , _ o , o0 1 STAIR DET'S. I i SHT. A-16 = ACCENT WALL! i I DOWN COLOR 31 i a i - - a� -- 1� 8' STUD n EXAM i � 205 { -- - I -- 4 .,� WALL - c° 4# 8,_411 i 1 - 4" A_ - 7) , � r I 10' -0" CLO. 206 � I ,, ! -+ -- -- , - - - -} - - ° r (6) 12' DEEP i ��_ r rr C „ ADJ. WOOD SHELVES ` - - — U I r r - -- - -- - - --- � ACCENT 2x2 SUPPORTS _ STAIR #A = JAN #8B BELOW COUNTER - - WALL j/ �K COLOR 32 _ KAHN WAITING 106 cu cn Iti L ; c//N\ STOR. 209 N °I P. OFFICE 207_� a _ co LAV 2 I � ' o i FF -� -- FEC THICKEN PART. - � FOR FEC CORRIDOR #C -C in (6) 12 DEEP / In ADJ. WOOD SHELVES - -8' STUD WAL FOR DN N. SPO E STOR. 817 L -- -�, EXAM 814 � � EXAM 815 � -- EXAM 816 �--� -- - ; - -- - BUS i OFFICE 819 UTIL. 818 10' -0° - - 9' " - -- -- - 10'_Ol - -- 5' -10 1/4" 6' -2 1/4" E - 7' -9 3/4" I m 0 cn II o in m m Q_!. SEE / q OET. A -13 TYP. i 10' - Q r E � n I o I EXAM Sit I SEE 4 ' D DET. TYP. A -i3 } 9 i f s ° R s c� I i in l0' -0' 1 HALL 812 L 4'- 10 _11" 2 ' -11' 4' - 0 5' - 6 ' N BREAK RM. 805 LAY . P. TLT. 803 _� -17 804 ACCENT WALL = COLOR 29 in 5` 0` 10' 70° 3' -6° AV o - P. OFFICE 808 2'r6' 2'r6' I 2 SEE DET. A -l3 TYP. i is 8 SP. @ 3' -0" = 24' -0' HALL 801 ; -i 3/4" t I - SIM. SIM. ' � -- � I � F _ G -17 �- F.E..0 , C. ------+-------- - - - - -- THICKEN PART. FOR CABINET 1 - WALL COLOR 29 _ 8' -40 I 4' -3° J 8'_0" t LAB 802 cm N -17 A -17 M. CASELNOVA / HUGHES WAITING 800 nn i I _ACCENT WALL + �l COLOR 29 i v V , c n . 12'_0" - r - 9' -6' - I i 3/4" L t - i -17 i EXAM 807 i -17 i EXAM 806 i _L -A } _ 6' STUD WALL I I in FT_ - - - - -! - -- ----------- - - - - -' ----------- - - - - -- ----------------- - -I PLANTER N KEY FLAN M 8 SP. @ 3' -0" = 24'_0" 6 - 2 SP. @ 3' -0' = W-0 SUMO2A02 GENERAL NOTES I . ALL DIMENSIONS ARE TO FACE OF METAL STUDS, CENTERLINE OF CURTAINWALL MULLIONS, MASONRY OR COLUMN CENTERLINE. 2. SEE DRAWING A -14 FOR TOILET ROOM ACCESSORY SCHEDULE. 3. FEC = FIRE EXTINGUISH CABINET 6 EXTINGUISHER. ECC , SCALE. 1/4" - i' -0' � o 3 --j U c0 �� L L Q U • u) w Z N Q V1 ch ac H wL LL U a a � w to � wa O Q • J � . zc%j Z V N W Cc C CD U co M .-.J clo Ld x.10.. C) C3 11J 0 C6J r \ 23'-2 1/4 A 24' -4" 23' -2 1/4" A 1/4' 7 SP. @ 3' -0" = 2i' -0" I _ 8 SP. @ 2' - !i' = 2_3' -4" 6 ` SEE UET.� . 6 5 8 / PLANTER SEE PLUMBING 4 6" 3 6' 6 518' / ■� PLANTER SEE UET DWG. FOR DET. TYP. A -13 �- - 'TYP. A -i3 \ y t _ -�_- ti2� SILL I I - I , - I '9 I i 10 I 05 I LAY . 414 / F� o. 0�Q 0o a P TLT. 304 EXAM 30 Jq"� , � ` g , e , I �� i EXAM 305 _ �4 � I EXAM 415 , , ,o • o. �o 0 a ~ HOSPITAL I �, EXAM 400 i - r , 10 h I I CURTAIN 6 g O - I 0 i I (TYPK) NIC I i i C , I o 8 i 9sj� �\ UTIL. 402 / FG 9 -0� 6' -0' 3' -6 ' I 9' -3' ii'_8 �,, 3'_11 12' -0 " "' LAV.4i '6' -0" 4' -8 1 /4 11 0 - r I - -- -- r -- - — BREAK 4i2 �6`6 � 403 _ _ r> }TALL 404 , \ \ Oti ' HALL 306 THICKEN HALL EXAM 308 ' - ' / I v QUILT IN RFG. N.I.C. J j ,o \ \ FOR FEC I C� SAFE N . I . C . - -- ` 2 (TYP.) — - - - o� ro, `L Q�' A-17 0 FEC 2 -9 / F �OJ .� [ FEC 9 6 6 ACCENT - -- ' - -- - - - -� _I soo ti m - - - -- E MALL -i7 \COLOR 28 - - - -- ,) `°' I EXAM 405 �� VOID s� •'° 10' -9' 4 - i" In no - 6' -4 6' -0' 4' - i" 3' -0" -i7 SPA& / o r' y •�, °' O O ` / l �O e Q • 0`L, ,�o r a 200 o Q \ � _. . �— y 9 1 - •E - _ - --- -- -- -- .- -_ -- -- --- -- ---- -- --- -- - =.. ..E...— .__ - -. --- -- - -- -- -_ - - -- -- it -E —— - -- - - - - - -- -- - - - - -- -- -- - n 9 T BUS. I BUS. \ _ -18 'G, = OFFICE 411 A -i7 >• J 1 ` .' OFFICE 307 �_ AC WALL o o SIM. G F REV. COL ?7 UTIL 309 l0 -' F G SIM. I a '�� ti r'• -i7 A - W O o, LA 0 A-1 L 9 �' �Q� r LAV. 310 s I LAB 406 / "' __- 2'-6' TYP. ACCENT TYP. 2'x 2 SUPPORTS q� ., y�• OJ,�yQ ' ti� ,UPPER CART . 3'-0" y — WALL UNDER COUNTER `Sov lz_ i ' -8" BOOK SHELVES COLOR 3'-6' LG . UPPER CABE}R IT r , ACCENT WALL " " r " " / A OLOR 27 2'-0 ii - i0 � 4 -j: , - 3' -- 2 -8 F - 14 FERLITA P. OFFICE 311 P. OFFICE 408 I MADAN� o� , �Q 410 iV T 3 2 / � � o. I ING WAITI 1 . \ tX ,0 � I s + \ P��, ro � i7 STOR. /' ACCENT WALL � � q c � ,� c, \ 409 COLOR 28 "A'e 1 / 'x X 0 0 J • � O ' 1�ti \ +" \ _ \ c G,o `o. s cn Q� c�. 3Q• , ,'�O / w o \ i . 0 6 q fT '9C'f F9 <' , OIV ; — _� � CORRIDOR #D -D jtic q ti FEC E �sA �o + 4 so �n ' A l ti gs9 F�Fti O� ,r ygll 9 00 0 ELECT. fK -K MECH. #J -J ,L ELEVATORS TELE RM. JF--F �'• `L B o �,, SEE SHT. A -15 / / , �• `o , LLJ ' --- - - - - -- -- ' o \ LL_ 59 4 0 4 2 Q�0 \ \ � - -- - -_r �9flc l SyF l / r icy. GENERAL NOTES 0 J 0 2�QQo . T T Q' '` TIII IIIIITI T TT L �i S o� / c - - � i . ALL DIMENSIONS ARE TO FACE OF METAL STUDS, CENTERLINE OF 9fl sq �O CURTAINWALL MULLIONS MASONRY OR COLUMN CENTERLINE. O �.. �• q c s 6' UPPER LOBBY ERG -G �\ oo �o��;` y � > o o / �,' 2. SEE DRAWING A -14 FOR TOILET ROOM ACCESSORY SCHEDULE. Q a Q�• P ° o / � � • ,9 ,- - - - - - - - - o j 3. FEC = FIRE EXTINGUISH CABINET 6 EXTINGUISHER. 5 � - o ,�• � -- � - -- - - - - -- - _ _ - � - - - - -- - - - -- �- - - -= � PPRpyED PRINT REQUt ON_JOB_SITE RAILING 4 % o / SEE DET. � � ��� SKYW�)HT ANO/ IGHT COVE ABO ' — I \ 1N / AREA 'B' CD OPEN \ I I AREA $Am AREA C SECOND FLOOR PLAN AREA "B SCALE: 1/4' = i' -0' TYP. COL. 4 TYP. 3 0 y Q • SEE DET . PLANTER A -12 A -12� KEY FLAN -- �L SUMO2AO3 v C �C ro v D � U �F G _ W-0 4 SP. @ 3' -0" = 12' -0" 6" 1 � z FOR i J CONTINUATION 1 SEE DWG. A -7 �H J 25' -0" 25' -0' _ 8 SP. @ 3' -0' = 24' -0" 6 ' 8 SP. @ 3'-0" = 24' -0' 6' 3' -6' SEE DET. 3 SEE DET. 4 TYP. A -13 ' TYP. A-13 L -- i 1 1 LAV 515 1 . TE t -18 i EXAM 514 0 EXAM 516 i D 1;) a- M LAB _ 5i3 � FEC 6' STUD WALL 1 Oj i + 1 v J -17 BUS TYP. 2 "x 2' UNDER COUNTER SUPPORTS - --- -�\ - -- � - - -- -� -- -- g LAV, - -_ - - - - -- s F ' 8 602 1 (� 1 9 8_ 6 . i 6 ,_ 0 " _ v 9 ,_ 6 a 10 J PRIVATE LAV. a A_i7 OFFICE 600 ' i 9 603 OFFICE 604 L0 v ­, a SIM. -i7 4' UPPER CAB. END l r - - -- ,STD. i 8 ACCENT 'MALL ° = ; ACCENT WALL 1 3'_5 4' - i" 6' 9 + 10' -4" COLOR 32 15, -0. 2 - � 1 -� ; COLOR 30 _ - - - -_ � - ---- - - - -- - - -- - - - - -- -- - - �' HALL 605 � HALL 511 P. TLT 512 D F R V. AMPARO i 1 STAIR #B WAITING 601 EXAM 606 EXAM 611 a SEE DWG. - a UTIL. ao Z.o A -16 a ' 7_5. 3'r8 LL 510 W N � I C) cNj � W ° AAA I ACCENT WALL 30 COLOR 9 a P. TLT. UTIL. 60 , 8 1 607 STOR. 508 LAB 509 BB lql 1 7 i ._ 0 " 2 �_ 5 " 4 ,_ 1 " 6•_7• -i8 4' i0� 5' -6' THICKEN -N UTIL. � poi 1 I U 1 m n v I m CL m "-, PAM FECT . FCR , EXAM 612 _ FEC 1 ACCENT AW LL FEC i �RRIDQR #E -E -� �, COLOR 30 FL � Ln In � Z 1 g i co LAB 609 � � REV. - - - - - -- J m -- _ r 2' -0' m U END STD. 1 CD cj W-0 2' 2' -10 OFFICE 702 1 r O s G SIM. ° A -17 v , F REV. o o `- ACCENT WALL COLOR 34 n in J� FEC FIN. , �9 END 10' -0" 2' -6 7' -10' li' -i 4' -1 ENG 705 TEST RM. 706 i EXAM 616 (6) 3/4" ADJ. i a 24' D. , -i8 i 7' -5' 3' -8 O HALL 708 P. TLT. 707 LAV . 616 U 1 3' -0 3' -5° 7' -7' 1 7' -i0° 11' -8' L'J. 7i5� 8 P. OFFICE 713 - , 1 1 x S U N VA VOID �-� i x 12 SH. co o POLE , SPACE -� 2 �' TYP. PLAN ER CLO. 714 w� Z H J U� c-- I s2' -o' OO — e ezaM no -" 8 SP. @ 3' -0 = 24' -0' EXAM 613 -17 -' i 9 ,_ 8a i PLANTER SEE PLUMBING OWGS. FOR DETAILS I (� 1 1' -6 `-6" 9' -6 15' -6" B EXAM 709 i7 P. OFFICE 615 t� 1 CNJ � 1 — � - 1 L� NTER 6 " 8 SP. @ 3' -0' = 24' -0' �, -6' 6" 0 i m lI a U i m cn r, r, 0 I r> U - i Lo m 3 — 1 1 O Co - L GENERAL NOTES : I . ALL DIMENSIONS ARE TO FACE OF METAL STUDS, CENTERLINE OF CURTAINWALL MULLIONS, MASONRY OR COLUMN CENTERLINE. 2. SEE DRAWING A -14 FOR TOILET ROOM ACCESSORY SCHEDULE. 3. FEC = FIRE EXTINGUISH CABINET 6 EXTINGUISHER. N CJ � SECOND FLOOR PLAN AREA "C" SCALE: ,;, = -a - - - -- - -- PLAN p oN. y t u cr U U Ill (D Z nw N b LLJ W J 1L H L U � Q cr - w c a z t, w a O J Z � J f3 f� N z r+ 0i f cr 0 CD CD U w cn i C7 H H ao W U H U. Lj— O CJ H W Z Cn 137056 A_8 SUMMf104 A ARCH CAP 3 Haoo A -9 PLANTER BELOW 1/2' DENSBOARD WITH I / TEXTURED EPDXY FINISHED 6 1/2' FYPON NO. 905 COMB. MOLDING STANDING SEAM METAL ROOFING ON 151 FELT AND 3/4' EXT. GRADE PLYWOOD I 3 5/8' METAL 'C' STUDS i O.C. W /BRACING AS REO'D rnrr nTnr inter in r 2 U d 0 E-- d U u i' METAL FURRING 16" U.C. ti 9 HOOF PLAN SCALE 1 /16' - 1' -0' CLOSE SEAM AT ENDS FORM METAL DRIP, FASCIA AND CONT. CLIP 8' H PLASTIC RAISED LETTERS HOOF SUMP) RECEIVER SLEEVE WITH CLAMP OUT TO OUT (LADDER AT ROOF HATCH) rc SCALE: 1/2' i' -0' A -15 SIM. r � I / r BEARING EL. Ill'-5 112" (HIGH POINT) N METAL CAP FLASHING UP UNDER SILL —� CONT. CANT STRIP " , '� SINGLE MEMBRANE ROOF SLOPE 2 " AND FLASHINGS —� y 112 MR GPDW ON 3 5/8' MET. 'C' STUDS 24' O.C. BRACE AS REO'D. TYP. CURTAIN WALL W /HEAT STRENGTHENED TINTED SPANDREL GLASS FOR CONTINUATION SEE PLUMBING PARTIAL ARCH. CAP ELEV. SCALE: 3/4' �T a - - - -- An-9 REVEAL TYPE CASING BEAD CONT. OR (2) CASING BEADS AND SEALANT OENS80ARD SOFFIT WITH TEXTURED EPDXY FINISH ON 3/4' SCREWABLE CHANNEL FURRING 16' O.C. 1 2 0 V-8 (ARCH. CAP DETAIL AT SOFFIT) SECTION _ r 2 SCALE: 1 112' = 1' -0" A -9 METAL HOOFING AND FLASHING TEXTURED EPDXY COATING ON MASONRY - FACE BRICK - 8' CMU WITH JOINT REINF. @ V-4' O.C. 3 1/2' (ARCH. CAP DETAIL AT MASONRY PIER) SECTION 1 SCALE: f 112' = 1' -0 A CLAMPING COLLAR AND GRAVEL GUARD /-WATERPROOF GASKET FACE BRICK TYP. CURTAIN WALL SYSTEM — SEE STRUCTURAL DWGS. • EL. 112' -8" Ad N P.T. 2x's W/ 3/8" A.B. @ `t 3' -0" O.C. & -� BEARING 3/4" EXT. GRADE EL. Ill'-3 1/2' PLYWOOD. (LOW POINT) a a" BAIT INSUL. N SUSP. 3/4" CHAN 16' O.C. 6 1 1/2 CHAN. 4'-0' O.C. cv r � 1/2' OENS80ARD W /TEC � (EDGE OF CANOPY) SECTION 3 SCALE: 3/4" = 1' -0' A -9 EL 3 u- 1 u- 112' GPDW W /'POPCORN' FIN. 0 (CANOPY AT BLDG.) SECTION r4 SCALE: 3/4' = V-0 A-9 NEOPRENE GASKET ALL AROUND COVER------ SPRING LATCH WITH INSIDE - OUTSIDE HANDLES - AND PADLOCK HASPS i' FIBERGLASS — -- INSULATION - -- AUTOMATIC HOLD - OPEN ARM AND COVER RELEASE------- PADLOCK HASP CURB WITH INTEGRAL CAP FLASHING - - -- HINGE METAL DECK --/ C8 LADDER SEE DETAIL "C" THIS DWG. OVERFLOW DRAIN TYPICAL HOOF DRAIN DETAIL A -COVER SCALE: 1 1/2' = 1' -0" tA-j9 - COVER LINER - RED VINYL GRIP - LIFTING MECHANISM ROOFING INSULATION METAL ROOF DECK UNDERDECK CLAMP FOR RIGID MOUNTING HOUSING, - PRE -FAB. INSUL. CURB -- TYP. ROOF CONSTR. 6 INSUL. CANT - EXTEND SINGLE MEMBRANE ROOFING UP CURB STRUCTURAL STEEL SEE PLAN FRAMED OPENING. ROOF HATCH SECTION r6 SCALE: 3/4' = 1' -0' A -9 DETAIL B SCA Y LE: 1/2' 1'-0* — A,, , A-9 SUMO7AO9 CONT. P.T. 2x4 W/ 3/8" DIA. A.B. 3' -0' O.C. -� . y [0 y c U Lo W Z °M N 4 VI n cr. coo v u- Q H a CL CJ 0 r U) U) Q cc W W z W Q Z O cD Z J z z F- 3 .�+• J Cn � N • Z r+ U N cry H w 0 CD G cl- �C L 0 m CJ M co Lli C) LL— C) L1J W mss, � =91 ci y c U Y m Cn v L L Cl U T TEXTURED EPDXY COATING FINISH (TEC) rrrr i I� ■ 1/4' TEMPERED SOLAR BRONZE GLASS & - ELEC. AUTOMATIC BI- PARTING ALUMM. DOORS & STOREFRONT. NORTH -E AST ELEVATION SCALE: 1/80= is-op 'C J. C J. .I — OPEN BB AA I I I OUTLINE OF ARCH. 1= � I I I l i I I I I I OOD DET . S 0 t_�,III urrrrrrrrri r � :1 - —� � I I: I - - METAL COPING -- TYP. HEAT STRENGTHENED REFLECTIVE SPANDREL GLASS -- TYP. HEAT STRENGTHENED REFLECTIVE VISION GLASS. — TYP. HEAT STRENGTHENED REFLECTIVE SPANDREL GLASS FOR CONTINUATION SEE TYP. CORNER PLANTERS - SEE PLUMBING .J: C J. C .U. DWG'S FOR DETAILS. -- -- FIXED 1 /4' TINTED SOLAR BRONZE GLASS IN ANOD . ALUM. FRAMES. _ — FACE BRICK VENEER WALL rrrrr rs =.rrrrrrrrrrrr rr=r= � - rS - -- PLANTER CONT. — SPECIAL CORNER BRICK- E= _J J. C J. t ROWLOCK BRICK SILL -- CJJ. I CJJ. J. NZ�E GLASS 6P.) = r_tzz�rrz r PLANTERS CONT. EAST ELEVATION SCALE: 1/8' = 1' -0' J „ FOR CONTINUATION SEE NORTH -EAST ELEVATION FOR CONTINUATION SEE NORTH -EAST ELEVATION - - -- - - - -- - -- -_ rr_rr_ri- rttsttrri �� Lrssrrr_ - - rrrr�rsrrLr_rrrrrrsrrrr ¢ r_rrrrrr 1 5 3 1 I I I I I TOP OF CURTAIN WALL EL. 125' -2' - I I - U -� -- -1 - - CEILING - -T_ l 1 i --- TYPICAL PLANTER AT BUILDING CORNERS SEE PLUMBING DRAWINGS FOR DETAILS. cI - -- -� a SECOND_ FLOOR EL 1_12 -8 - C.L. -- C- J. -+' — - - - -` CEILING LINE - -- OPEN - -_ - - -ROWLOCK BRICK SILL -- i. °" �crrrttztt�sr Q rr 0 100' 0' GROUND_ FL OR EL .._ _ NORTH ELEVATION 0��p X00 S\ SUMOIA01 U U') (o Z w N Q mcc W ° U a U) ca a � w H z wa 0 L Z J H Q • j � L N U N *41 2f 0 CD <L w w F—� H CD Z H J ZD m w C-) LL. co Lli L CJ) 87056 �I A -10 U) v 3 � U L L O U C � �2 3 TYP. FIXED GL. WINDOWS 1/4' SOLAR BRONZE TINT. GL,. SET IN MED. BRONZE COLOR ANOD. ALUM. FRAMES (6) REGO . SOUTH ELEVATIO SCALE: 1/8' = i' -0' C.IJ. CJ. CJ FACE BRICK FLUSH DOOR — � - -- -- — . - -.� STUCCO PLANTER J. CJ: C J. CJ. T FACE BRICK GRADE LINE VARIES. S—W ENTRANCE SEE ELEVATION THIS SHEET. WEST ELEVATION spa«: 1/9• , ,._ C lJ C1J. FIXED STOREFRONT G REFLECTIVE CLEAR GLASS SAME AS SOUTH ELEV. CORNER PLANTER MITERED SEALED GLAZING S —W ENTRANCE SCALE: 1/8' = 1' -0' OUTLINE OF ARCH BEYOND TYP. HEAT STRENGTHENED REFLECTIVE SPANDREL GLASS PANELS TYP. HEAT STRENGTHENED REFLECTIVE VISION, AND TINTED GLASS PANELS. TYP. HEAT STRENGTHENED REFLECTIVE SPANDREL GLASS PANELS HOOD DETAILS SHEET # A9 TEXTURED EPDXY COATED FINISH. 1/4' SOLAR BRONZE TINTED GLASS AND MED. BRONZE ANOD. ALUM. STOREFRONT. PLANTER TEC. FACE W/ ROWLOCK SILL. SEE ARCH. CAP DETS. SHT. A9 I � 8' RAISED PLASTER LETTERS L1� � 4EDIUM BRONZE COLOR. TOP OF CURTAIN WALL EL. 125' -2' V CEILING LINE --- TYPICAL PLANTER AT BUILDING CORNERS c SEE PLUMBING DRAWINGS FOR DETAILS. co _ SECOND FLOOR EL 112' -8' PLANTER CEILING LINE C�J. C J'. TYP. CONC. ENCASED COLS. T W/ TEXTURED FINISH ____ CONT. ROWLOCK BRICK SILLS ' GROUND FLOOR EL. 100' -0' CONT. PLANTER GRADE —� r— -- SUN:MEDI AL BLDG. A-9 0 00 SECOND FLOOR LEVEL CEILING TEC. FACE BR CK o0 GROUND FLOOR LINE GRADE HEAT STRENGTHENED SPANDREL GLASS FACING S —W ENTRANCE ARCH SCALE: 1/8' = i' -0' NOTE: SEE ARCH. AND HOOD DETS. SHT. A -9 PP?,c E'o J KEY TO BUILDING ELEVATION SYMBOLS: C.J. = CONTROL JOINT — SEE DETAIL A B.J. = BflICK CONTROL JOINT W/ SEALANT BEAD. y ANOD. ALUM. MED' BRONZE COLOR COPING AND CURTAIN WAL . TYP. HEAT STRENGTHENED TINTED REFLECTIVE CLEAR GLASS — A - -1—= [ - j - -- - _ TYP. HEAT STRENGTHENED REFLECTIVE SPANDREL GLASS • lf') (D V °m ul N �t V W I (T) (L W '" O �+ LL Q H n U x O X cn 07 < N cc w ca z (D LLj ,A H v l 11 Q 2 O L Z H Q F- 3 • J fA U) N • z + V N 4 0 H w w L H J H CIO (7 Z H C) LL1 CJ H Lld LL. O �.1 ci W Cl LiJ Z Z CIS 87056 SUMOfA02 A -11 ' v 3 c U Y c (n y ' L L 0 U v i V v m _ ao o M 2 A -9 A -' A-13 \ INSULATED SKYLIGHT ALUM. COPING- - - REFLECTIVE SPANDREL' GLASS i REFLECTIVE VISION - - ' GLASS REFLECTIVE SPANDREL 4 ,_ GLASS FLASHING & COUNTER- A -9 FLASHING SINGLE MEMBRANE FLASHING & COUNTERFLASHINC--____ ROOF PITCHED TO �- - METAL COPIN ,� . ROOF DRAINS -\ � • . i '' t— � \ ___ • - , REFLECTIVE SPANDREL i ' 3' -6' HIGH ORNAMENTAL RAILIN ,._ GLASS SET IN ALUM. i CURTAINWALL---- i_ GLASS BLOCK SET IN CHANNEL FRAME SUSPENDED DENS BOARD: CLG. W/ TEXT. EPDXY p . A -9 COATING FINISH p: TEC. ON C.M.U. u.. BI- PARTING ALUM. ELEC. ENTRANCE -- b ROWLOCK BRICK SILL -�— y 4 ' FACE BRICK -� QUARRY TILE SIDEWALK AND FLOORING. LOWER LOBBY ELEVATOR LOBBY HALL CROSS SECTION SCALE: f /4' = i' -0' A 3/4' METAL FURRING 16' O.C. & 1/2' DENSBOARD W/ TEXT. EPDXY COATING + y + r TYP. LOBBY PLANTER DET 6" CMU (FILL TOP 4' COURSE W/ CONC.) COVED QUARRY TILE BASE QUARRY TILE FLOOR ON SETTING BED SCALE: 3/4' = 1' - 0" TYP. SUSPENSION SYSTEM = i t 1 112' STEEL CHANNELS @ 4' -0' O.C. & 3/4' CHANNELS @ 1' -4' O.C. HEXAGONAL SHAPED PRE -FAB INSULATED GLASS SKYLIGHT 3/4' EXTERIOR GRADE PLYWOOD ON 2 x 4S @ 16" O.C. W/ INSULATION BETWEEN RIGID INSUL. AND METAL DECK 2 x 4 OR 3.5/8' METAL STUDS @ i6" O.C. W/ i/2" GPDW FINISH SUSP. & ANCHORED FROM STEEL STRUCTURE LIGHT COVE CONT. W/ 'POPCORN' FINISH TOP OF CURB EL. 125' -0" 4' INSUL. CANT. CONT. SINGLE MEMBRANE ROOF UP PARAPET AND OVER TOP. IYp. SUSP. 5Y5fEM : 1.112' CHAN. @ 4' -0' O.C. & 3/4' CHAN. @ 1' - 4" O.C. 1/2' GPDW CEILING W/ 'POPCORN" FINISH SKYLIGHT DETAIL DA-12 SCALE: 1 112' = 1' -0' Lo METAL COUNTER FLASHING TOP OF STEEL EL. 123' -7' CEILING EL. 120' -8' STEEL RAILING: TOP RAIL: i 3/4'x 3" HORIZ. INTERMEDIATES: 1 /4'x 1 1/2' VERT. SUPPORTS: 1 1/2' SO. TUBE (8 READ.) VERT. PICKETS: 1/2" BARS SP. 6' O.C. (RAILING TO FOLLOW CIRCLE OPENING) = CAP COLOR TO BE 26 i ' 'u CD �' TYP. SUSP. GPDW CEILING 0i in WITH POPCORN FINISH E 14' DIA. y N+ - FORMED CONC. CURB L REVEAL TYPE METAL CASING 1 1/2' STEEL TUBE SLEEVES r r-- 2• 3. : BEAD @ ALL VERTICAL SURFACES PT 2 x 4 CONT. SHAPED TO ' VINYL BASE CIRCULAR OPENING & BOLTED cr_ TO STEEL PLATE EDGE _ _ `* VCT FLOOR CD C3 2ND.FLOOR ``- I B SE o -• , .x --rx EL. 112 i- STRUCTURAL STEEL COL. SEE STRUCT. � APPLY TO GPDW - DWGS. _ ENCASED IN CONCRETE w = _ co ';' r FYPON #728 WALL STAR @' (8 REQ' O . ) c „ ALL EXPOSED SURFACES TO HAVE o -� co co - - TEXTURED EPDXY FINISH SAME COLOR AS .' (PLAN) i'�-6" WALL COLOR 112' DRYWALL FINISH ON cv CIRCULAR WELL C P — V�� `�r�V� R� c�N,��� IT � FYPON #803 DENTIL 3 5/8" METAL COVED QUARRY TILE BASE SPACED 6' APART STUDS 16' O.C. - i� i GROUND FLOOR ONLY _!� v • - J-. CEILING `� i• i �.. EL. 108 ! FINISH FLOOR i/2' GPDW CEILING W/ 7" "POPCORN' FINISH l LINE OF 4' VINYL BASE @ 2ND. FLOOR METAL CASING BEAD (ELEVATION) INTERIOR COLUM DETAIL OPEN-WELL DETAIL 5 SCALE: 3/4' = i' -0" A -12 SCALE: 3/4" = i -0' ' \, " A -i2 SUMOOAOI 2 A-12 i GYPSUM DRYWALL CI.G . WITH POPCORN FINISH ij `­-FACE BRICK OPEN - TEC PLANTER, WALL AND COL. GYPSUM DRYWALL CLG. WITH POPCORN FINISH C FACE nnrnv J rH�� onl�n — • A -12 OPEN — QUARRY TILE FLOOR & BASE- • r- — U o (o Z H �+ M c a 07 m cc W o H co LL H U x U) 4 En o: w W z LLJ z wa O zQ • i cn z UN 0 w U) U) CD !—i Cl �J m L IJ GJ LL LL CD _j j C-) H LL1 U) 0 I A- 121 COL. � ALUM. MEDIUM BRONZE COLOR COPING A A -13 3/4' EXTERIOR GRADE PLYWOOD— t 1/2" M.R. GPDW & 3 5/8' 'C" STUDS @ 24 O.C. W/ BATT INSUL. BETWEEN 2 SIDE STRUCTURAL GLAZED 1/4' HEAT STRENGTHEN REFLECTIVE SPANDREL GLASS — 20ga. CLOSURE ANGLE 1' MINI - BLINDS -- MED. BRONZE COLOR CURTAINWALL W/2 SIDE STRUCT. GLAZED 1/4' HEAT STRENGTHENED REFLECTIVE TINTED VISION GLASS — CONT. i' LAM. PLAS. COV. SILL 1/2' M.R. GYP. BOARD ON 2 1/2' MET. STUDS 24' O.C. W1 BATT. INSUL. BETWEEN 1/2' GYP. BOARD FIN 2 SIDE STRUCT. GLAZED 1/4' HEAT STRENGTHENED REFLECTIVE SPANDREL GLASS METAL CASING BEAD & SEALANT TEXTURED EPDXY COATING ON 5/8' OENSBOARD APPLIED TO METAL STUDS. (SEE BUILDING ELEVATION _ FOR JOIST LOCATIONS) 3 5/8' 'C' STUDS @ 24' O.C. W/ 4' BATT INSU. BETWEEN. 1 A-3 TYPICAL STEEL COL. ENCASED WITH CONCRETE & FINISHED W/ TEXTURED EPDXY COATING SEE DET. 3/A -3 --- BRICK ROWLOCK SILL COURSE & -- —__ FABRIC FLASHING CONT. FLASHING & 3/8' WEEPS 4' -0' O.C. MEMBRANE WATERPROOFING CONT. ON BUILDING WALL PLANTER DAMP PROOFING CONTINUOUS —� I V -6 ■ VINYL BASE i ANCHORS AS REOD "e 1 x x '' x x x T - — ANCHOR RUNNER CHANNEL TO FLOOR -4" > 11-40 ' -4 " METAL CASING BEAD & SEALANT . I . FLASHING G COUNTER FLASHING SINGLE MEMBRANE. ROOF & 4' INSUL. CANT. CONT. TOP OF CURTAIN WALL EL. 125' -2' a a s SLOPE TO ROOF DRAINS @, 4s, ii EL. 123' -7" @ H.P. - EL. 123' -i' @ L.P. - - STRUCTURAL METAL DECKING. -RIGID INSUL. — SEE STRUCT. DWG. FOR STUD WALL BRACING AND SUPPORT. EL. 120' -8' — SUSP. LAY -IN PANEL CLG. FURR STEEL 'H' COLUMNS WITH GYP. BOARD -SEE OET. 3/A -3. SEE DETAIL r B A-i3 CONCRETE SLAB AND METAL FORM DECKING FOR 2HR. U.L. RATING. SECOND FLOOR EL. 112' -8' ' SUPPORT AND BRACKET STUD WALL AND WINDOWS TO STEEL BEAM SEE STRUCT. DWGS. FIN. 2xS' CONT. FOR FRAME AND MINI -BLIND ANCHORAGE. EL. 108' -6' SUSP. LAY -IN PANEL CLG. �`� -- MINI - BLINDS - -- BUTT JOINT 1/4' TINTED PLATE GL. in (SILICONE VERT. JOINTS) SET IN ANOD. ALUM. 1 1/2'x3' STOREFRONT, MED. BRONZE COLOR. EL. 105' -4' LAM. PLAS. COVERED WOOD STOOL — 8" C.M.U. W/ (DAMPROOFING) AND TRUSSED TYPE WALL REINF. @ ALT. COURSES. SOLID BRICK ROWLOCK CAP _ 1 3/4' FURR. & INSUL. AND 1/2' GYP. ` SLOPE I °' BOARD 1/2' P.J.F. En ', FABRIC _�I II m �� CONCRETE SLAB ON COMPACTED FILL FLASHING—"-- IIIIII =wit j N AND VAPOR BARRIER 83 1B' TOP SOIL GROUND FLOOR w EL. 100'0 I J ,EL. 100' -o" v 98AD8 EL. IIIIII -11111 _ _ (3) CASES C.M.U. =_ '� -III - IIIIII IIIIII IIIII .p - III II I— — b 8 1 CLAY LAYER II i -= IIIIII 4 . 4 . Q 4 a NOTE: SEE FLOOR PLANS FOR AREAS OF TYPICAL EXTERIOR PLANTER FILLED WITH AGGREGATE TO MAKE A STONE WELL. ' • X llli - II � IIIIII= !'.= IIIIII 12" C.M.U. SEE STRUCTURAL DWGS. WALL SECTION SCALE: 3 /M1' = 1' -0' �13 J Kk N I co ci I 3 5/8' METAL 'C' STUDS 24' O.C. W/ INSUL. BETWEEN. 2 SIDE STRUCT. GLAZED 1/4' TEMP. REFLECTIVE SPANDREL GLASS ALUM. COPING CONT. CLEAT- 1/2' M.R GPDW OF COLUMNS SLOPE 1/2" 3 5/8' STRUCT. 'C' STUDS 24' O.C. W/ BATT INSUL. BTWN - 3/4' EXTERIOR GRADE PLYWOOD RIGID INSUL. AND METAL DECK CURTAIN WALL SYSTEM AND REFLECTIVE SPAN- DREL GLASS 4 1/4' ± (VERIFY WITH MANUFACTURER) - LOW POINT EL. SEE STRUCT. DWG S. FCR BM'S., JST'S. AND SUPPORT OF "C' STUD W ALL. (TYPICAL COPING DETAIL) DETAIL SCALE: 1 1/2 = 1' -0' A -13 (TYPICAL METAL JOINT) N.T.S. COL. COL. U U U i L � w w _ RETURN LOW WALL AND LAM. PLASTIC SILL T FURRED OUT COLUMN om SILICONE GLAZED MITERED GLASS CORNER STUDS @ 24' O.C. SEE PARTITION TYPF crucnl u c STRUCT. COL.! W/ 3/4' CHAN. O.C. & 11 2 ' G' / LAM. PLAS. STS I BLINDS 2 112' STUDS 1 I 1' II ! GPDW & INSUL. GLASS 1' - 6 ' 1 6" 3 - 0 ' O.C. (TYP. CORNER) DETAIL 2 SCALE: 3/4' = 1' -0' A -13 2 SIDE STRUCT. GLAZED 1/4" TEMP. REFLECTIVE SPANDREL GL. 2 SIDE STRUCT. GLAZED 1/4' TINTED REFLECTIVE VISION GL. 2 SIDE STRUCT. GLAZED 1/4' TEMP. REFLECTIVE SPANDREL GL. FIBERGL. PLANTER LINERS -SEE PLUMBING DRAWINGS FOR DETAILS. TEXTURED EPDXY COATING TYP. CORNER ELEV. @ SECO FLOOR DETAIL r -� y A -13 NOTE: EXTERIOR GLASS WHERE INTERIOR PARTITIONS WITH ENCASED STRUCT. COLS. ABUTT GLASS IS TO BE RE- FLECTIVE SPANDREL GLASS. 1/2' GPDW. 1/2' M.R. GPDW. VINYL BASE FLOOR FINISH EL. 112' -8' CONCRETE FLOOR SYSTEM SEE STRUCTURAL DWGS. 2' COL. DETAIL rB � SCALE: 11/2 = i' -0' A-13 DETAIL SCALE: 3/4' = i' -0' 3 5/8' METAL 'C' STUDS 24' 1' -4" O.C. W/ INSUL. BETWEEN. 4 A -13 U; . --c C V w .Y o vi y C U LO w U Z C3 (0 H i� (n d �� c H °0 � 4 O cn N Q(n cc w z co w co wa Z O H a • J (A * z � ..i. U N U) J H R w C] z z U LU C C0 Z H 0 ._.1 H m W U H U_ U. CD Q U H C3 W Z Cn 87056 off 4 SUMO2A06 A -1 ANOD. ALUM. CURTAIN WALL FRAMING SYSTEM W/ DRIP — PT 2xi0 CONT. W/ 112' A.B. @ 3' -0' O.C. CONT. CLEAT CONT. SEALANT BEAD CONT. CASING BEAD Ix PT NAILER W/ CONC. ANCHORS 5/8' DENSBOARD W/ TEC. FINISH _ TOP CURTAIN WALL E[-125 T-- 2' — PT 2x CONT. W/ 1/2' A.B. @ 3' -0' O.C. — 4' INSUL. CANT. CUNT. — SINGLE MEMBRANE ROOF UP PARAPET AND OVER TOP. RETURN LOW WALL AND LAM. PLASTIC SILL TO FURRED OUT COLUMN (TYP. COL. @ PARTITION) (TYP. FREE STANDING COL.) r CERAMIC TILE inl FLOOR MOUNTED, ' OVERHEAD BRACED ' PARTITIONS, (TYP) L WALL HUNG W.C. (TYP) ELEVATION rY SCALE: 1/4' = 1' -0' A -14 GPDW LIGHT RECESS CERAMIC TILE t!7 I FLOOR MOUNTED, WALL HUNG URINAL SCREEN ELONGATED RIM ELEVATION � SCALE: 1/4' = 1' -0' A -14 ELEVATION r5- SCALE: 1/4' = 1' -0' A -14 O — s = _ I a, - FLOOR LINE --, (\J) � r, o iO 0 0 0 0 TOILET ACCESSORY -- MOUNTING HEIGHTS SCALE: 1/4" = 1' -0" 7' -2' v I SUSP. FROM - STRUCT. - FIT i' -0' 10" o PIPE CHASE N GYP. DRYWALL CLG. CO VOID SPACE I 4 7 URINAL - 4 SCREEN x X . 112' GYP. BD. ON x X 7' -7" A- 14 -5 " LIGHT FIXTURE 3 5/8" MTL. STUDS o = 16 O.C. o VANITY MEN'S ° _ LIGHT RECESS 6 CO CC TOILET PAINT WHITE x - x - A -14 Cu c� 5 � c 7 WHITE x 2 rl I )I � - COLOR _ - A 1 3 a ACRYLIC DIFFUSER W/ VEST. - CO o REVEAL EDGE TRIM m WC - 1/4" PLATE GLASS MIRROR - _ W /CONCEALED FASTENERS PIPE CHASE ° � N to EWC. N _I cv v v ao WC 5 WC ° WC 5 1 " o 0 3/4 PLYWD. _I 3 cn PLAS . LAM . ao TELE. 3 ` i' -l0" COUNTER 6 BACK I = 2 SPLASHES ANCHOR TO CMU 3 _ - ° D AS REO' D W x ` 2X4 FR.T = N OMENS TOILET t �- - - -- - - - ANCHOR @ ENDS to I _ — 2-8• 4 Ow FEC- o CLR. ui VANITY 6 z w 3/4' PLYWD. PLAST. LAM. CENTER SUPPORT o VEST. A -14 o m o U N s 'ter 7 ° __j co �; - - -- - - -- CERAMIC TILE "THIN SET" `p 1 A -14 7 _ � a _ En ui w rF� -., PARTIAL GROU FLOOR PLA SCALE: 1/4' = i' -0" CERAMIC TILE VANITY SECTION z SCALE: 1 - - f-o _ — 0 I in MOP RACK GPDW LIGHT RECESS —� n 1 n E SCALE: 1/4' = 1' -0' � 0 �UU — 1 ELEVATION rT * �� SCALE: 1/4' = 1' -0' A -14 TOILET ROOM ACCESSORY LIST MARK ITEM MANUF. 6 MODEL # REMARKS COMBO. PAPER TOWEL DISPENSER 6 BOBRICK B -3944 RECESSED WASTE RECEPT. GRAB BAR BOBRICK B- 6206x42 CONCEALED MOUNTING O MULTI -ROLL TOILET BOBRICK B -288 SURFACE • TISSUE DISPENSER MOUNTING ® SOAP DISPENSER BOBRICK B -8295 COUNTER TOP MOUNTED 05 inl FLOOR MOUNTED, ' OVERHEAD BRACED ' PARTITIONS, (TYP) L WALL HUNG W.C. (TYP) ELEVATION rY SCALE: 1/4' = 1' -0' A -14 GPDW LIGHT RECESS CERAMIC TILE t!7 I FLOOR MOUNTED, WALL HUNG URINAL SCREEN ELONGATED RIM ELEVATION � SCALE: 1/4' = 1' -0' A -14 ELEVATION r5- SCALE: 1/4' = 1' -0' A -14 O — s = _ I a, - FLOOR LINE --, (\J) � r, o iO 0 0 0 0 TOILET ACCESSORY -- MOUNTING HEIGHTS SCALE: 1/4" = 1' -0" 7' -2' v I SUSP. FROM - STRUCT. - FIT i' -0' 10" o PIPE CHASE N GYP. DRYWALL CLG. CO VOID SPACE I 4 7 URINAL - 4 SCREEN x X . 112' GYP. BD. ON x X 7' -7" A- 14 -5 " LIGHT FIXTURE 3 5/8" MTL. STUDS o = 16 O.C. o VANITY MEN'S ° _ LIGHT RECESS 6 CO CC TOILET PAINT WHITE x - x - A -14 Cu c� 5 � c 7 WHITE x 2 rl I )I � - COLOR _ - A 1 3 a ACRYLIC DIFFUSER W/ VEST. - CO o REVEAL EDGE TRIM m WC - 1/4" PLATE GLASS MIRROR - _ W /CONCEALED FASTENERS PIPE CHASE ° � N to EWC. N _I cv v v ao WC 5 WC ° WC 5 1 " o 0 3/4 PLYWD. _I 3 cn PLAS . LAM . ao TELE. 3 ` i' -l0" COUNTER 6 BACK I = 2 SPLASHES ANCHOR TO CMU 3 _ - ° D AS REO' D W x ` 2X4 FR.T = N OMENS TOILET t �- - - -- - - - ANCHOR @ ENDS to I _ — 2-8• 4 Ow FEC- o CLR. ui VANITY 6 z w 3/4' PLYWD. PLAST. LAM. CENTER SUPPORT o VEST. A -14 o m o U N s 'ter 7 ° __j co �; - - -- - - -- CERAMIC TILE "THIN SET" `p 1 A -14 7 _ � a _ En ui w rF� -., PARTIAL GROU FLOOR PLA SCALE: 1/4' = i' -0" CERAMIC TILE VANITY SECTION z SCALE: 1 - - f-o _ — 0 I in MOP RACK GPDW LIGHT RECESS —� n 1 n E SCALE: 1/4' = 1' -0' � 0 �UU — 1 ELEVATION rT * �� SCALE: 1/4' = 1' -0' A -14 TOILET ROOM ACCESSORY LIST MARK ITEM MANUF. 6 MODEL # REMARKS COMBO. PAPER TOWEL DISPENSER 6 BOBRICK B -3944 RECESSED WASTE RECEPT. GRAB BAR BOBRICK B- 6206x42 CONCEALED MOUNTING O MULTI -ROLL TOILET BOBRICK B -288 SURFACE TISSUE DISPENSER MOUNTING ® SOAP DISPENSER BOBRICK B -8295 COUNTER TOP MOUNTED 05 FEMININE NAPKIN DISPOSAL BOBRICK B -354 PARTITION THRU- MOUNTED O COMBO. FEMININE NAPKIN - TAMPON VENDOR BOBRICK B -352 RECESSED �7 PLATE GLASS MIRROR BOBRICK SURFACE MOUNTED CONCEALED FASTENERS �8 PLATE GLASS MIRROR BOBRICK B -166 (18 "x24" H) CONCEALED MOUNTING 0) PAPER TOWEL DISPENSER BOBRICK B -262 SURFACE MOUNTING (f 0 TOILET TISSUE DISPENSER BOBRICK B -273 SURFACE MOUNTING ADDITIONAL LAYER OF GPDW TO COVER RESESSEO ACCESSOR TOILET ROOM ACCESSORY GYP. BO. THIN -SET C.T. TYPICAL ACCESSORY RECESS DETAIL SCALE: 3' = 1' -0" 2 STUDS @ TOILET PARTITION WALL BRACKET. (TYP) M.R. GYP. BD. 6 C.T. TOILET PARTITION CHROMIUM STEEL BRACKET o e�`�l x Q Q�om �N �0'a TYPICA TOI PA RTITIO N W ALL MOUNTIN DETAIL SCALE: 3" = i' -0" D y 3 C Y L L Q U Z oM �M w N Q • 0 mcc co J U.. Q H Q O O acc w to z Lj N z w Q Z J za CA N Z V N 4 4 U) H Cl Cl Q 0 w CD J CD CD w Z f--1 [3 -__1 [� W CJ H O r..J U H M ui Z B7O56 1 suMOOa02 A-14 NOTE: DIMENSIONS SHOWN ON ELEV. PLAN ARE BASED ON '004EH ELEVATOR, INC. KINGSWOOD MODIFIED MODEL 4000. - HANDICAPPED. GENERAL CONTRACTOR IS TO VERIFY DIMENSIONS W /SELECTED ELEVATOR MANUF. • 5/8' GPDW ON 3/4' FURR. }- 16' O.C. AT MASONRY 3500# o c: CAB DESIGN TO ACCOMODATE w J ;' LA J GURNEY 6 STRETCHER DIVIDER BEAM `� EGUIPMENT AT FLOOR -� CALL STATION 1 A -15 35005 9' -6 1/2' CLEAR PIT LADDER 0v 0 a 3/8' GALV. 801 7/8' DIA. STEE LADDER RUNG PLUG WELD TO EACH STRINGER ROUND END & GRIND SMOOTH 'MELD ALL AROUND (TYP) DETAIL r3 SCALE: i = i' -0 A -15 BENT P- 4x7x3 x0' -5' LG. 3/8' GALV. ANCHOR BOLTS ELEV ATOR PLAN SCALE: 1/4' = i' -0' ELEVATOR PIT LADDER SCALE: 1i20 • 1'-0" DETAIL 4 SCALE: 1' = i' -0' A -15 SUSP. GYP. BO. CEILING (i HR.) DIVIDER BEAM - SEE STRUCT. DWG'S 2nd FLOOR EL. 112' -6' 3/8'x2 1) STEEL OAF STRINGER L4x4x3/8' 3/8 GAL\ DETAIL SCALE: i = 1' -0' A -15 ?IT EL. 94' -0 ELEVATOR DOOf FILL SILL W/( THRESHOLD BE[ ELEV. MANUF. ELEVATOR SECTION ' 1' -0' SCALE: 1/1 - A -15 ELEVATOR DOOR JAMB SCALE: 3' = i' -0' z 9 A -15 DOOR FRAME W /ANCHORS AS PER ELEV. MANUF. CUT 8' CMU JAMB TO ANCH. DOOR FRAME. CALL BUTTON BOX - CENTER BETWEEN DOORS 1/2' OENSBAORD WITH TEXTURED EPDXY FINISH COATING 3/4' FURRING 16' O.C. SEE ROOM FINISH SCHEDULE - -� HEADER & TRACK BY ELEV. MANUF. BLOCKING AS RECD TO SECURE HEAD JB. — ELEVATOR DOOR 8' CMU CONC. BEAM & WATERPROOF MEMBRANE PARTITION BASE SCALE: 3 V-0 8' CMU 3/4' FURRING i6' O.C.& P.T. BLOCKING AS REO'D. - --1/2' DENSBOARD WITH TEC FINISH 'v STANDARD DOOR FRAME FOR PAINT ELEVATOR DOOR HEAD SCALE: 3' = i' -0' o �- _' U- - tom \ f --- T-/- DOOR FRAME BEYOND ELEVATOR DOOR THRESHOLD BY ELEV. MANUFACTURER -� CONT. L443/8' FASTENED TO CONC. BM. W/3/4' DIA. EXPAN. BOLTS @ 16' O.C. THRESHOLD & EPDXY GROUT FILL BY ELEV. MFGR. CURRY TILE FLOORING (MUD SET) .. Z - r n � D �.D: n' D ELEVATOR DOOR SILL /Q SUMOOA03 o � Q) L L O U U Z ° N �Q W �o I- U- Q H a U a O co U) Q � I � w W z C9 wa O to z 'J Ha • J N (= N Z rl w 0 0 z 0 w w C-0 ❑G L w Z H 0 ..J H m U-i U H L.L.. Li- C) I Q U H 0 w Z Cf) �so, C -7 A -15I PIT LADDER -SEE UET.� A -15 ist FLOOR EL. 100' -0' WATERPROOF MEMBRANE (SEE STRUCTURAL DWG'S) ova -� p 8" CMU 2ND FLOOR C RUBBED FINISH ONCRETE BEAM -- STAIR #A - GROUND FLOOR SCALE: 1/4" = i' -0" SEE STRUCTURAL DWG. S -9. 111' 2ND FL. EL. 112' -8" ooeR 0A- GPD'W ----- GROUND FL. EL. 100' -0' 8 Cmu DETAIL 2 SCALE: 3/4' = 1' -0' A -16 (3) 12' SHELVES JAN.#B-B SINK 5 0 1 L p - v ` lF__ SUSP. ACOUS. TILE CLG. STAIR #A CMu 6 2" SOLID CMU CAP i I :2 ' 11 A-02 , moo SECTION - ST AIR #A 4 I J U� w U 4' -6 W I 11 LE U ci 9 A -16 N I i 1 io z J w U 8" CMU �- 2 1/2' STL PAN TREAD - FILL W /CONC. (TYP.) MOLDED RUBBER TREADS — Li 1/4'x1 1/4'x1/4" - WELD TO STRINGER & PAN - PAINTED MC12x10.6 STRINGERS - PAINTED CAULKING TOP & BOTT. STRINGER DETAIL �3 - SCALE: 1 112' = 1' -0' A -16 TYP. STA: & S TRING4 INTERMED CONCRETE DECK -PAI E L. 10, MC12xiO. PAINTED CAULKING 8' CMU BALUSTRADE SLOPETOP TO FOLLOW STAIR w ci CAULK TOP & BOTTOM �! _ VINYL LACE 8' CMU L2 1 /2'x2'xi /4' LLV -3 SIDES OF LANDING WELD TO HEADER & MTL. DECK 8x16 TIE BM. 445 CONT. #3 TIES @ 12' O.C. 3/4" DIA. EXP. ANC'S 24" O.C. STAGG. INTERMEDIATE LANDING DETAIL r SCALE: 1 112' = 1' -0" RISER (TYP.) FACE 8' CMU 3" DIA.x14 k W/3 SHEILDS & BOLTS- PAINTED 1/4' DIA. STL. PIPE HAND - RAIL -WELD TO STL. k PAINTED 91_09 4 SCALE: 1/4 _ it-ON \-,A-16 HAND RAIL END DETAIL 4' -10' _ 4' -2' (2) HOUR ENCLOSURE SCALE: 3' = 1' -0' A -16 10 I A -16 v v u — _ 0 o � � ¢ o o I — r, — N 0i _ ---- JAN #B -B in in I v _ 0 I u cv o = oC � rn - SINK (3) SHELVES ABOVE _ U � - co 00 (02 FEC co 3'-0• HOOK STRIP J STAIR #A - SECOND FLOOR SCALE: 1/4" = i' -0' c 1 1/4' DIA. STL. PIPE HANDRAIL - PAINTED MTL. WALL BRACKET (PAINTED) 3/8' DIA. BOLTS & SHEILDS. FACE OF 8" CMU WALL BRACKET DETAIL SCALE: 3' = 1' -0' 5' -o" MAY Tn NEXT F � -n" ------ 8" CMU WALL 3" RADIUS (TYP.) 1 1/4' DIA. STL. PIPE RAILING & BRACKETS- PAINTED QT A T O ri ncro nrT A T I SCALE: 1 112' = 1' -0' NOTE RAILINGS NOT SHOWN TYP. MC12xiO.6 FOR CLARITY STRINGER W/ 1/4" WELDED CLOSURE . @ END �0 TYP. 1 112' TREAD ' 'MALL LINE BEYOND L3x3x3 /8'x0' -5" , ° • : . LG. CLIP @ EACH _ STRINGER W/ 3/4' ' DIA. ANCHOR BOLT- MELD TO STRINGERS. , FIN. FL. I -- .0 ; ° 1.112' — 9T11 @ 10" = 7#-6s GROUND FLOOR STAIR DETAILr SCALP. 1 1/2' = 1' -0' A -Ifi A -16 ' = 7'6' 4' -6' TO FACE OF CMU JTR @ 10 LANDING DETAIL SCALE: 1 1/2' = i' -0 A -16 �t0A �E , l r G � Y 3 � U b � U O U • ( U z H i m N Q 0 W �° a H -i LL U x O U) a U) w to z H 0 W Q Z H Q F- 3 • i fn (n N T . .i. U N .4 44 H w 0 Cl Z J ch r_[ <t c� M c� -mot Z W H W U U. U. O Q C, H ui C1� 87056 �Lv /8� S�JMOh;�05 NOTE CMU BALUSTRADE & RAILINGS NOT SHOWN FOR CLARITY. TYP. 2 1/2" INTERMEDIATE L LANDING W/ VCT FINISH 7 i TYP. MC12x10.6 STRINGERS TYP. 1 1/2' CONC. ,'' - =— L2x2x1 /4' - FILLED TREAD PAN W ITH MOLDED RUBBER i PAINTED TREADS. (TYP.) % MC12xi0.6 HEADER - PAINTED t NOSING (TYP.) — \� r CMS ' - 9 TA. 7' -6' k ' 11 A-02 , moo SECTION - ST AIR #A 4 I J U� w U 4' -6 W I 11 LE U ci 9 A -16 N I i 1 io z J w U 8" CMU �- 2 1/2' STL PAN TREAD - FILL W /CONC. (TYP.) MOLDED RUBBER TREADS — Li 1/4'x1 1/4'x1/4" - WELD TO STRINGER & PAN - PAINTED MC12x10.6 STRINGERS - PAINTED CAULKING TOP & BOTT. STRINGER DETAIL �3 - SCALE: 1 112' = 1' -0' A -16 TYP. STA: & S TRING4 INTERMED CONCRETE DECK -PAI E L. 10, MC12xiO. PAINTED CAULKING 8' CMU BALUSTRADE SLOPETOP TO FOLLOW STAIR w ci CAULK TOP & BOTTOM �! _ VINYL LACE 8' CMU L2 1 /2'x2'xi /4' LLV -3 SIDES OF LANDING WELD TO HEADER & MTL. DECK 8x16 TIE BM. 445 CONT. #3 TIES @ 12' O.C. 3/4" DIA. EXP. ANC'S 24" O.C. STAGG. INTERMEDIATE LANDING DETAIL r SCALE: 1 112' = 1' -0" RISER (TYP.) FACE 8' CMU 3" DIA.x14 k W/3 SHEILDS & BOLTS- PAINTED 1/4' DIA. STL. PIPE HAND - RAIL -WELD TO STL. k PAINTED 91_09 4 SCALE: 1/4 _ it-ON \-,A-16 HAND RAIL END DETAIL 4' -10' _ 4' -2' (2) HOUR ENCLOSURE SCALE: 3' = 1' -0' A -16 10 I A -16 v v u — _ 0 o � � ¢ o o I — r, — N 0i _ ---- JAN #B -B in in I v _ 0 I u cv o = oC � rn - SINK (3) SHELVES ABOVE _ U � - co 00 (02 FEC co 3'-0• HOOK STRIP J STAIR #A - SECOND FLOOR SCALE: 1/4" = i' -0' c 1 1/4' DIA. STL. PIPE HANDRAIL - PAINTED MTL. WALL BRACKET (PAINTED) 3/8' DIA. BOLTS & SHEILDS. FACE OF 8" CMU WALL BRACKET DETAIL SCALE: 3' = 1' -0' 5' -o" MAY Tn NEXT F � -n" ------ 8" CMU WALL 3" RADIUS (TYP.) 1 1/4' DIA. STL. PIPE RAILING & BRACKETS- PAINTED QT A T O ri ncro nrT A T I SCALE: 1 112' = 1' -0' NOTE RAILINGS NOT SHOWN TYP. MC12xiO.6 FOR CLARITY STRINGER W/ 1/4" WELDED CLOSURE . @ END �0 TYP. 1 112' TREAD ' 'MALL LINE BEYOND L3x3x3 /8'x0' -5" , ° • : . LG. CLIP @ EACH _ STRINGER W/ 3/4' ' DIA. ANCHOR BOLT- MELD TO STRINGERS. , FIN. FL. I -- .0 ; ° 1.112' — 9T11 @ 10" = 7#-6s GROUND FLOOR STAIR DETAILr SCALP. 1 1/2' = 1' -0' A -Ifi A -16 ' = 7'6' 4' -6' TO FACE OF CMU JTR @ 10 LANDING DETAIL SCALE: 1 1/2' = i' -0 A -16 �t0A �E , l r G � Y 3 � U b � U O U • ( U z H i m N Q 0 W �° a H -i LL U x O U) a U) w to z H 0 W Q Z H Q F- 3 • i fn (n N T . .i. U N .4 44 H w 0 Cl Z J ch r_[ <t c� M c� -mot Z W H W U U. U. O Q C, H ui C1� 87056 �Lv /8� S�JMOh;�05 NOTE CMU BALUSTRADE & RAILINGS NOT SHOWN FOR CLARITY. TYP. 2 1/2" INTERMEDIATE L LANDING W/ VCT FINISH 7 i TYP. MC12x10.6 STRINGERS TYP. 1 1/2' CONC. ,'' - =— L2x2x1 /4' - FILLED TREAD PAN W ITH MOLDED RUBBER i PAINTED TREADS. (TYP.) % MC12xi0.6 HEADER - PAINTED t NOSING (TYP.) — 9 A -16 N I i 1 io z J w U 8" CMU �- 2 1/2' STL PAN TREAD - FILL W /CONC. (TYP.) MOLDED RUBBER TREADS — Li 1/4'x1 1/4'x1/4" - WELD TO STRINGER & PAN - PAINTED MC12x10.6 STRINGERS - PAINTED CAULKING TOP & BOTT. STRINGER DETAIL �3 - SCALE: 1 112' = 1' -0' A -16 TYP. STA: & S TRING4 INTERMED CONCRETE DECK -PAI E L. 10, MC12xiO. PAINTED CAULKING 8' CMU BALUSTRADE SLOPETOP TO FOLLOW STAIR w ci CAULK TOP & BOTTOM �! _ VINYL LACE 8' CMU L2 1 /2'x2'xi /4' LLV -3 SIDES OF LANDING WELD TO HEADER & MTL. DECK 8x16 TIE BM. 445 CONT. #3 TIES @ 12' O.C. 3/4" DIA. EXP. ANC'S 24" O.C. STAGG. INTERMEDIATE LANDING DETAIL r SCALE: 1 112' = 1' -0" RISER (TYP.) FACE 8' CMU 3" DIA.x14 k W/3 SHEILDS & BOLTS- PAINTED 1/4' DIA. STL. PIPE HAND - RAIL -WELD TO STL. k PAINTED 91_09 4 SCALE: 1/4 _ it-ON \-,A-16 HAND RAIL END DETAIL 4' -10' _ 4' -2' (2) HOUR ENCLOSURE SCALE: 3' = 1' -0' A -16 10 I A -16 v v u — _ 0 o � � ¢ o o I — r, — N 0i _ ---- JAN #B -B in in I v _ 0 I u cv o = oC � rn - SINK (3) SHELVES ABOVE _ U � - co 00 (02 FEC co 3'-0• HOOK STRIP J STAIR #A - SECOND FLOOR SCALE: 1/4" = i' -0' c 1 1/4' DIA. STL. PIPE HANDRAIL - PAINTED MTL. WALL BRACKET (PAINTED) 3/8' DIA. BOLTS & SHEILDS. FACE OF 8" CMU WALL BRACKET DETAIL SCALE: 3' = 1' -0' 5' -o" MAY Tn NEXT F � -n" ------ 8" CMU WALL 3" RADIUS (TYP.) 1 1/4' DIA. STL. PIPE RAILING & BRACKETS- PAINTED QT A T O ri ncro nrT A T I SCALE: 1 112' = 1' -0' NOTE RAILINGS NOT SHOWN TYP. MC12xiO.6 FOR CLARITY STRINGER W/ 1/4" WELDED CLOSURE . @ END �0 TYP. 1 112' TREAD ' 'MALL LINE BEYOND L3x3x3 /8'x0' -5" , ° • : . LG. CLIP @ EACH _ STRINGER W/ 3/4' ' DIA. ANCHOR BOLT- MELD TO STRINGERS. , FIN. FL. I -- .0 ; ° 1.112' — 9T11 @ 10" = 7#-6s GROUND FLOOR STAIR DETAILr SCALP. 1 1/2' = 1' -0' A -Ifi A -16 ' = 7'6' 4' -6' TO FACE OF CMU JTR @ 10 LANDING DETAIL SCALE: 1 1/2' = i' -0 A -16 �t0A �E , l r G � Y 3 � U b � U O U • ( U z H i m N Q 0 W �° a H -i LL U x O U) a U) w to z H 0 W Q Z H Q F- 3 • i fn (n N T . .i. U N .4 44 H w 0 Cl Z J ch r_[ <t c� M c� -mot Z W H W U U. U. O Q C, H ui C1� 87056 �Lv /8� S�JMOh;�05 NOTE CMU BALUSTRADE & RAILINGS NOT SHOWN FOR CLARITY. TYP. 2 1/2" INTERMEDIATE L LANDING W/ VCT FINISH 7 i TYP. MC12x10.6 STRINGERS TYP. 1 1/2' CONC. ,'' - =— L2x2x1 /4' - FILLED TREAD PAN W ITH MOLDED RUBBER i PAINTED TREADS. (TYP.) % MC12xi0.6 HEADER - PAINTED t NOSING (TYP.) — 0 1 00 I N zo i v I M I-� 4' r - I 2 -6' 3'-0 v SHELF SHELF I \ \ 7 � 7 SWEL r - U U 1 N 3 1 -O r = 4' BACKSPLASH 4' BACKSPLASH FIN. END FIN. END - \ 7 L- s� GPDW ? - �LF� `\' -OPEN GPDW —� -- _ SERVICE SINK VINYL BASE - -� SCALE: 112' = i' -0' SHELF I DEL \ 7 � 7 SWEL r - = 4' BACKSPLASH 4' BACKSPLASH FIN. END FIN. END - \ 7 L- s� GPDW ? - �LF� `\' -OPEN GPDW —� -- _ SERVICE SINK VINYL BASE - -� SCALE: 112' = i' -0' p 1 _6 1 ^1 - �p 2' - O s JP1Gt_f 1 N PAPER TOWEL DISPENSER - -��� - 2j, 4' BACKSPLASH WHERE SHOWN. FIN. EN cr � v — in ; GPDW -� SHE LF - "I GPDW -� ELF tn I " N 'o �- OPEN - �� . \ - - �' cv -OPEN- LO VINYL BASE \- 3'-O" H. AM. 514,516 ONLY. B D l REVERSED E REVERSED I c� (3) ix 12 ADJ. WOOD SHELVES ICJ �- FLUSH DOORS _ FILES N.I.C. i I NOTE: I I LAM. PLAS. - GPDW FINISH BACK VINYL BASE. i VINYL BASE (5) DRAWERS VINYL BASE 3 1 _ 6 ' GLASS SLIDING DOORS. 2x2 -J SUPPORT U I 0 I �- GPDW 1 � I 0i VINYL BASE 2 ' - O p PLASTIC LAM. TOP 10 -0 GLASS SLIDING DOORS WINGER PULLS I I GL. E GL. i I I I �- GPDN 2x2 SUPPORTS � I OPEN VINYL VINYL BASE OG NOTE: COUNTERS IN ROOMS 211, 307, 411, 819 505, 600 AND 702 VARY. SEE ENLARGED FLOOR PLANS. 5' -0' �- GPDW - SHELF UPPER CABINET W /ADJ . SHELVES co - - ---- LIGHT FIXTURE GPDW 4' BACKSPLASH U SINK - - FIN. END - -/ UNDER '' BASE CABINET W/ COUNTER HELF _ _ FLUSH DOORS & ADJ. SHELVES RFG. VINYL BASE 0 (1' -6' DEEP CABINET) O SCALE: 1/2' = 1' -0' VARIES - SEE ENLARGED FLOOR PLANS. R-- GPDW 3 0 —�� - 4' BACKSPLASH GPDW SINK SHELF (5) DRAWERS VINYL BASE PLAS. LAM. TOP FLUSH DOORS ADJ. SHELVES I DEL \ 7 � 7 SWEL r - U p 1 _6 1 ^1 - �p 2' - O s JP1Gt_f 1 N PAPER TOWEL DISPENSER - -��� - 2j, 4' BACKSPLASH WHERE SHOWN. FIN. EN cr � v — in ; GPDW -� SHE LF - "I GPDW -� ELF tn I " N 'o �- OPEN - �� . \ - - �' cv -OPEN- LO VINYL BASE \- 3'-O" H. AM. 514,516 ONLY. B D l REVERSED E REVERSED I c� (3) ix 12 ADJ. WOOD SHELVES ICJ �- FLUSH DOORS _ FILES N.I.C. i I NOTE: I I LAM. PLAS. - GPDW FINISH BACK VINYL BASE. i VINYL BASE (5) DRAWERS VINYL BASE 3 1 _ 6 ' GLASS SLIDING DOORS. 2x2 -J SUPPORT U I 0 I �- GPDW 1 � I 0i VINYL BASE 2 ' - O p PLASTIC LAM. TOP 10 -0 GLASS SLIDING DOORS WINGER PULLS I I GL. E GL. i I I I �- GPDN 2x2 SUPPORTS � I OPEN VINYL VINYL BASE OG NOTE: COUNTERS IN ROOMS 211, 307, 411, 819 505, 600 AND 702 VARY. SEE ENLARGED FLOOR PLANS. 5' -0' �- GPDW - SHELF UPPER CABINET W /ADJ . SHELVES co - - ---- LIGHT FIXTURE GPDW 4' BACKSPLASH U SINK - - FIN. END - -/ UNDER '' BASE CABINET W/ COUNTER HELF _ _ FLUSH DOORS & ADJ. SHELVES RFG. VINYL BASE 0 (1' -6' DEEP CABINET) O SCALE: 1/2' = 1' -0' VARIES - SEE ENLARGED FLOOR PLANS. R-- GPDW 3 0 —�� - 4' BACKSPLASH GPDW SINK SHELF (5) DRAWERS VINYL BASE UPPER CABINET W /ADJ. SHELVES C I it BASE CABINET W/ FLUSH DOORS & ADJ. SHELVES I 16' -6' 10' -4' + BI_O1 (3) ADJ. SHELVES AM. 819 AM. 307 411 AM. 107, 212, 302 411, 600, 7 2 �-- GPUW ixi2 ADJ. SHELVES SLIDING GLASS —� GPDW 4' BACKSPLASH - 2' -0' DEEP BASE CABINET W/ FLUSH DOORS (2) ADJ. SHELVES _ -VINYL BASE LAM. PLAS. COUNTER AND 4' HIGH &CKSPL. 4 1_ 0 0 �- OPEN -� (5) DRAWERS VINYL BASE U I DEL \ - J OELF U U I 00 _ r1 UPPER CABINET W /ADJ. SHELVES C I it BASE CABINET W/ FLUSH DOORS & ADJ. SHELVES I 16' -6' 10' -4' + BI_O1 (3) ADJ. SHELVES AM. 819 AM. 307 411 AM. 107, 212, 302 411, 600, 7 2 �-- GPUW ixi2 ADJ. SHELVES SLIDING GLASS —� GPDW 4' BACKSPLASH - 2' -0' DEEP BASE CABINET W/ FLUSH DOORS (2) ADJ. SHELVES _ -VINYL BASE LAM. PLAS. COUNTER AND 4' HIGH &CKSPL. 4 1_ 0 0 �- OPEN -� (5) DRAWERS VINYL BASE U �- GPDW - "' _ SINK-- (5) DRAWERS - VINYL BASE - o -- CURTAINWALL -� ENCASED COL. 4' PLAS. LAM. BACKSPLASH TO SILL SINK 4' -6' 0 I FALSE FRONT SCALE: 1/2' = 1' -0' I I I y I � i, i I 0 O NOTE: REFER TO SPECS FOR MANUF. I DEL \ - J U U I 00 _ r1 �- GPDW - "' _ SINK-- (5) DRAWERS - VINYL BASE - o -- CURTAINWALL -� ENCASED COL. 4' PLAS. LAM. BACKSPLASH TO SILL SINK 4' -6' 0 I FALSE FRONT SCALE: 1/2' = 1' -0' I I I y I � i, i I 0 O NOTE: REFER TO SPECS FOR MANUF. (5) DRAWER TYP. BASE CAB R 0 I I in J U , I o v °D I N NOTES: 1. REINFORCE PARTITIONS AS REQUIRED TO ADEQUATELY SUPPORT WALL CABINETS. 2. INTERIORS OF ALL CABINETS AND DRAWERS TO HAVE WHITE PLASTIC LINER. 3. ALL EXPOSED SURFACES OF COUNTERS / CABINETWORK TO BE LAMINATED PLASTIC FINISH, INCLUDING BACKSPLASH. 4. ALL DRAWERS TO HAVE FULL EXTENSION DRAWER GUIDES. 5. ALL SHELVING ON KNAPP & VOGT SUPPORTS OR EQUAL. 5' -6' 3 �- GPDW r-, S`HEL F — - — — — - — — �-- GPDW -4' BACKSPLASH °O _I SINK OPEN DEL \ - (5) DRAWER TYP. BASE CAB R 0 I I in J U , I o v °D I N NOTES: 1. REINFORCE PARTITIONS AS REQUIRED TO ADEQUATELY SUPPORT WALL CABINETS. 2. INTERIORS OF ALL CABINETS AND DRAWERS TO HAVE WHITE PLASTIC LINER. 3. ALL EXPOSED SURFACES OF COUNTERS / CABINETWORK TO BE LAMINATED PLASTIC FINISH, INCLUDING BACKSPLASH. 4. ALL DRAWERS TO HAVE FULL EXTENSION DRAWER GUIDES. 5. ALL SHELVING ON KNAPP & VOGT SUPPORTS OR EQUAL. 5' -6' 3 �- GPDW r-, S`HEL F — - — — — - — — �-- GPDW -4' BACKSPLASH °O _I SINK - (5) DRAWER - TYP. BASE CAB os 2 ' - O r 0 i i.� LL : 3 � U (G U O � U Z H N 0 C ci Q H U n. 4En w ca H co ui Z z a O (D Z J Ha • J � U N �+• Z � .a. U N .4 cr O 3 W cn Q U 0 H w H L H CD H 0 J H m L1J U H LL LL CD Q H ui Z m CIS 87056 s�riusan A -17 ' DEL \ - - (5) DRAWER - TYP. BASE CAB os 2 ' - O r 0 i i.� LL : 3 � U (G U O � U Z H N 0 C ci Q H U n. 4En w ca H co ui Z z a O (D Z J Ha • J � U N �+• Z � .a. U N .4 cr O 3 W cn Q U 0 H w H L H CD H 0 J H m L1J U H LL LL CD Q H ui Z m CIS 87056 s�riusan A -17 VARIES - SEE a ENLARGED FLOOR PLAN SLIDING WOOD DOORS I I - -- -- m �: a / S -� O 1 � -- \ - � -- - z 1 1 (2) ADJ. SHELVES �- GPDW FIN. i-u END �- 4' BACKSPLASH SLIDING WOOD DOORS - -� 0 - - - - - - - - c� - - - - - - - (1) ADJ. SHELF `- VINYL BASE T NOTE: BASE CABINET V-6* DEEP. 9' -0' TYP. UPPER CAB. W /ADJ. SHELF. 'v s: FIN. END �- GPDW COUNTER 6 4' BACKSPLASH —r- � -- OPEN J� TYP. BASE CAB. W /AOJ. SHELF � V�L BASE CYO 9 ,_ 3 " 3' -0" 3' -0" 3' -0" i i 1 /2" U- a �,_: I I - -- -- m �: a / S LF` � -- \ - � -- - z 1 1 - - - - - - - - - - - - - - - - - - �- GPDW COUNTER 6 4' BACKSPLASH —r- � -- OPEN J� TYP. BASE CAB. W /AOJ. SHELF � V�L BASE CYO 9 ,_ 3 " 3' -0" 3' -0" 3' -0" i i 1 /2" U- a �,_: I I - -- -- m �: a / S LF` 5 i 4 2 i 1 D f/4' POI. PL. GL. L!U 6 M/ SIM 1/4' POL. PI_. GL. a a \ C � AT OPPOSITE HAND J 1 � AT OPPOSITE HAND GLAZED PARTITION ELEVATIONS SCALE: 1/4" = i' -0' BOX HEADER -� L L a U SINK L _ J - -- -- �: ` / S LF` GPDW ON 3 5/8' STUDS @ 16" O.C. 3/4' SHIM SPACE ix6 FIN. WD. 1/2 1 x3/4' WD. STOPS 1/4' POL. PLATE FIXED GLASS O IDENTICAL AT SILL O IDENTICAL AT JAMB O SIM. AT HEAD 1/4" POLISHED PLATE GLASS SLIDING DOORS WITH GROUN" rnnrn COUNTER - FIN. FRONT FIN. END - _(5) DRAWERS --� FIXED GLAS 2'x6" FINK WOOD JAMB 1 /?" a v 1 0 0i 00 - U m 6' -6" r i�r � t_ unuu W GPDW ---- --- GPDW -- - - - -_- 4" BACKSPLASH-- F . uHJI_ (J/ unM"LriJ CAB. �_ VINYL BASE AA U U 1l�. END PLAS. LAM. COVERED l SLIDING GLASS DOORS 3/4' TOP & 2' -0" _ 5/4 1 x10" WOOD SHELF ( W /BALLBEARING TRACKS FRONTS - -�(� -ix4 BACKSPLASH GUIDES. - CONT. 2x4 �� /MALL ANCHORS 0 j -- GPOW ON 3 5/8 CABINET STUDS @ 16" O.C. _ - 2 -2x4 @ SUPPORT �, 2x2 SUPPORT -METAL STRIP TO ONE SIDE DOUBLE 2x4'S �- VINYL BASE---- U METAL SHOE M ANCHORED TO FLOOR J TYPICAL COUNTER SCALE: 3/4' = i' -0' -- GLAZED PARTITION DETAILS SCALE: 1 1/2' = i' -0' TYP. UPPER CAB W /ADJ. SHELF. 4" BACKSPLASH- TYP. BASE CAB. 3/4' FLUSH 'MOOD HINGED OR SLIDING DOORS (SEE CABINET- � �' -6' DEEP, ELEV. QJ ONL') ELEVATION) . --- 3/4' TOP L 3/4' ADJ. SHELF REINF. STUD PART - �, ` i I T I ONS AND ANCHOR CABINET, IN PLACE `D PULL AS REQUIRED. �., 3/4' = FACE OF FINSH PARTITION - - -- 2' -0" ix4 BACKSPLASH - -� --- 3/4' TOP & FRONTS FLUSH MAKE CUT OUT FOR DRA'WE \ DRAWER _ SINK AS REQUIRED IN COUNTERTOPS. PULL - = 3/4' ADJ. SHELF 3/4 FLU D00 RS\ rrrrrrrra%rr rrn 3 � 3/4' BTM. VINYL BASE 2x4/16• O.C. TYP. UPPER 6 BASE C ABINET LL_ 3 E U fo Z d U m l!7 • ` F-1 I o W co ti E- H L U x Qrc W z w H CD w a O w J Ha v U N Cr C w <L U W m m LL1 U U. U.. m ._._1 m W C � X37056 4' -2' GPDW 00 1 -FLUSH DOORS TYP. UPPER CAB. 12" RETURN SHELF BACKSPLASH �� o,,-- GPDW -- SINK to J SHELF TYP. BASE CAB. FLUSH DOORS VINYL BASE (5) DRAWERS U WOOD S TNDARDS V SCALE: 1/2' = i' -0" 2' -0" oz - 3 5 i 3' -0' 9' -3' 6' -1 1/2 3' -0' 3' -0" 3' -0" 3' -0" 3' -0" i i 1/2' - 1 1/2' 6 i 3 /SIM 1 1 6 i 5 i Q2/ �2 -�- 2' -6' DOOR & FRAME ` / S LF` � -- \ - � -- - z 1 1 --- GPDW -- - - - -_- 4" BACKSPLASH-- F . uHJI_ (J/ unM"LriJ CAB. �_ VINYL BASE AA U U 1l�. END PLAS. LAM. COVERED l SLIDING GLASS DOORS 3/4' TOP & 2' -0" _ 5/4 1 x10" WOOD SHELF ( W /BALLBEARING TRACKS FRONTS - -�(� -ix4 BACKSPLASH GUIDES. - CONT. 2x4 �� /MALL ANCHORS 0 j -- GPOW ON 3 5/8 CABINET STUDS @ 16" O.C. _ - 2 -2x4 @ SUPPORT �, 2x2 SUPPORT -METAL STRIP TO ONE SIDE DOUBLE 2x4'S �- VINYL BASE---- U METAL SHOE M ANCHORED TO FLOOR J TYPICAL COUNTER SCALE: 3/4' = i' -0' -- GLAZED PARTITION DETAILS SCALE: 1 1/2' = i' -0' TYP. UPPER CAB W /ADJ. SHELF. 4" BACKSPLASH- TYP. BASE CAB. 3/4' FLUSH 'MOOD HINGED OR SLIDING DOORS (SEE CABINET- � �' -6' DEEP, ELEV. QJ ONL') ELEVATION) . --- 3/4' TOP L 3/4' ADJ. SHELF REINF. STUD PART - �, ` i I T I ONS AND ANCHOR CABINET, IN PLACE `D PULL AS REQUIRED. �., 3/4' = FACE OF FINSH PARTITION - - -- 2' -0" ix4 BACKSPLASH - -� --- 3/4' TOP & FRONTS FLUSH MAKE CUT OUT FOR DRA'WE \ DRAWER _ SINK AS REQUIRED IN COUNTERTOPS. PULL - = 3/4' ADJ. SHELF 3/4 FLU D00 RS\ rrrrrrrra%rr rrn 3 � 3/4' BTM. VINYL BASE 2x4/16• O.C. TYP. UPPER 6 BASE C ABINET LL_ 3 E U fo Z d U m l!7 • ` F-1 I o W co ti E- H L U x Qrc W z w H CD w a O w J Ha v U N Cr C w <L U W m m LL1 U U. U.. m ._._1 m W C � X37056 4' -2' GPDW 00 1 -FLUSH DOORS TYP. UPPER CAB. 12" RETURN SHELF BACKSPLASH �� o,,-- GPDW -- SINK to J SHELF TYP. BASE CAB. FLUSH DOORS VINYL BASE (5) DRAWERS U WOOD S TNDARDS V SCALE: 1/2' = i' -0" 2' -0" oz - 3 5 i 3' -0' 9' -3' 6' -1 1/2 3' -0' 3' -0" 3' -0" 3' -0" 3' -0" i i 1/2' - 1 1/2' 6 i 3 /SIM 1 1 6 i 5 i Q2/ �2 -�- TYP. UPPER 1 CAB. W /ADJ. Cu SHELF. BACKSPLASH = c�o 0 I, TYP. BASE CAB. W /ADJ. SHELF. SCALE: 1/2' = i' -0" 6' -1 1/2' 3' -0" - 3' -0° Sri i/2' a A SIM 3 2 1/4' POL. PL. GL. LiYP. BASE CAB. � -VINYL BASE ( UB lJl unnnuiQ I L-n X -VINYL BASE L -TYP. UPPER CAB. OTMU 04 2' -6' DOOR & FRAME ` / S LF` VINYL BASE TYP. UPPER 1 CAB. W /ADJ. Cu SHELF. BACKSPLASH = c�o 0 I, TYP. BASE CAB. W /ADJ. SHELF. SCALE: 1/2' = i' -0" 6' -1 1/2' 3' -0" - 3' -0° Sri i/2' a A SIM 3 2 1/4' POL. PL. GL. LiYP. BASE CAB. � -VINYL BASE ( UB lJl unnnuiQ I L-n X -VINYL BASE L -TYP. UPPER CAB. OTMU 04 2' -6' DOOR & FRAME Sx10 ADJ. SHELVES VINYL BASE TYP. UPPER 1 CAB. W /ADJ. Cu SHELF. BACKSPLASH = c�o 0 I, TYP. BASE CAB. W /ADJ. SHELF. SCALE: 1/2' = i' -0" 6' -1 1/2' 3' -0" - 3' -0° Sri i/2' a A SIM 3 2 1/4' POL. PL. GL. LiYP. BASE CAB. � -VINYL BASE ( UB lJl unnnuiQ I L-n X -VINYL BASE L -TYP. UPPER CAB. OTMU 04 C J Y J � CY] a D U U ° ° Z Co � H N U W ° H �� H `_ U a acr w ca z �, . wa 0 ..J H a • jv fA N T , Z .i. U N J w z U U) NOTES i. THE MANUFACTURERS NAMES � COLOR NUMBERS INDICATED ARE FOR GUIDANCE ONLY 6 IS NOT TO BE CONSTRUED AS PHOPHIETOHY. LOBBY STL /T VCT 3 VINYL 9 UB TEC 34 GPDW POPCORN i9 8 2. REFER TO 1/4' SCALE INTERIOR SUITE FLOOR PLANS FOR LOCATION OF FEATURE WALL COLORS. CJ Z D J H m W U H LL LL O Q U H t W x � � 4 87056 ..LfL�BX SUMO9Ai0 A - 19 GROU FLOOR ROOM FINISH SCHEDULE ROOM ROOM FLOOR BASE WALL CEILING CLG. REMARKS N0. NAME MGT. MAT. FIN. COLOR MAT. COLOR MAT. FIN. COLOR MAT. FIN. COLD A JAN. CONC. VCT 3 a' 9 CMU GWC 2a EXP. PAINT 25 VARIES SHELVING STOR. STL /T VINYL PAINTED COLOR 26 B STAIR CONC. VCT 3 a 9 CMU PAINT 26 GPDW PAINT Z5 nARIE " EXPOSED STEEL COLOR 23 STL /T MR i0 VINYL VCT @ FLOORS & LANDINGS C CORRIDOR UN- FINISHED AREA r D ELECT.RM. S /T VINYL 9 GPDW PAINT 26 EXP. PAINT 25 VARIES r E MECH. RM. STL /T VINYL 9 GPDW PAINT 26 EXP. PAINT 25 VARIES PUBLIC REGISTRATION DESK, P.L. COLOR 21 F LOBBY CONC. D.T. 2 O.T. 2 DB TEC 34 GPOW POPCORN 19 8' -6' PROVIDE TEC ON CONC. COLS., COL.BASE O.T G LOBBY CONC. O.T. 2 O.T. 2 DB TEC 34 GPDW POPCORN i9 8' -6" H VEST. 6 CONC. C.T. 5 C.T. 7 GPOW C.T. 1 GPDW PAINT 25 8' -0' VANITY P.L. COLOR 16 VANITY J MEN CONC. C.T. 5 C.T. 7 GPDW C.T. 7 GPDW PAINT 25 8' -0' TOILET PART. / URINAL SCREEN COLOR is K TELEPHONE S�LN.�T VCT 3 VINYL 9 CM �ppW PAINT 26 EXP. PAINT 25 VARIES WOMEN CONC. C.T. 6 C.T. 8 GPDW C.T. 8 GPDW PAINT 25 8' -0" TOILET PARTITION, P.L. COLOR 13 M .VANITY CONC. C.T. 6 C.T. 8 GPDW C.T. 8 GPDW PAINT 25 8' -0" VANITY, P.L. COLOR 13 N VESTIBULE CONC. C.T. 6 C.T. 8 GPDW C.T. 8 GPDW PAINT 25 8' -0' P CORRIDOR UN- FINISHED AREA 4� CMU PAINT 26 EXP. PAINT 25 VARIES � ELEVATOR CONC. EDUIPMENT STL /T VINYL 9 GPDW A STAIR CONC. VCT 3 a g CMU PAINT 26 GPDW PAINT 25 8' -0' EXPOSED STEEL, COLOR 23 MAT !0 VINYL ARIES VCT @ FLOORS 6 LANDING r S JAN. CONC. VCT 3 yINYL 9 CMU GWC 24 EXP. PAINT 25 VARIES SHELVING, PAINTED COLOR 26 STOR. SECOND FLOOR ROOM FINISH SCHEDULE ROOM N0. ROOM FLOOR BASE WALL CEILING CLG. REMARKS NAME HGT. MAT. [FIN. COLOR MAT. COLOR MAT. FIN. COLOR MAT. FIN. COLD A STAIR CONC. T 3 4' g CMU PAINT 26 GPDW PAINT 25 VARIES EXPOSED STEEL, COLOR 23 STL /T MRT l0 VINYL _ VCT @ FLOOR & LANDING B STAIR CONC. VCT 3 a 9 CMU PAINT 26 GPDW PAINT 25 VARIES EXPOSED STEEL, COLOR 23 STL /T MR VINYL VCT @ FLOOR 6 LANDING r B -B JANITOR S�I�T VCT 3 VINYL 9 CMU GWC 24 GPDW PAINT 25 8' -0' SHELVING, PAINTED COLOR 26 CONC. a' LAY -IN FACTORY It 8' -0" C -C CORRIDOR STL /T VCT 3 VINYL � GPDW VWC 12 AP CONC. a° LAY -IN D -D CORRIDOR STL /T VCT 3 VINYL 9 GPOW VWC 12 AP FACTORY ii 8' -0 E -E CORRIDOR CONC. VCT 3 4�_ 9 GPDW VWC 12 LAY -IN FACTORY ii 8' -0' STL /T VINYL AP r F -F TELE. RM. 5���T VCT 3 VINYL 9 GPDW PAINT 26 EXP. PAINT 25 VARIES G -G UPPER CONC. q" PROVIDE TEC ON CONC. COLS.& 8`01 Q.T. BASE - HAILING COLOR 22 H -H JANITOR STL /T VCT 3 VINYL 9 GPDW GWC 24 GPDW PAINT 25 8' -0' SHELVING, PAINTED COLOR 26 J -J MECH. HM. S VINYL CONC. 9 GPDW PAINT 26 EXP. PAINT 25 VARIES 9 GPDW PAINT 26 EXP. PAINT 25 VARIES K -K ELECT.RM. STL /T VINYL 100, 101, 103, 104, 200, 201 205, 303, 305, 308, 400, 405 r LAY -IN 415,504,514,516,606,611, EXAM S�L�T VCT 3 VINYL 9 GPDW PAINT 26 qp FACTORY It 8' -0' CABINETS, P.L. COLOR 14 & 15 710, 806, 807, Bit, 813, 814, 815,816 102, 204, 306, 404, 503, 511, CONC. 2' � LAY -IN 605, 610, 708, 80 i, 812 HALL STL /T VCT 3 VINYL 9 GPOW PAINT 26 AP FACTORY i i 8 -0 r 105, 202, 30a, 5i2, 607, 707, PATIENT CONC. 2' HANDICAPPED TOILET ROOM 803 TOILET RM STL /T SVF i VINYL 9 GPDW GWC 24 GPDW PAINT 25 8' -0' FIXTURES & ACCESSORIES 112, 203, 309, 402, 5i0, 608, UTILITY CONC. VCT 3 2" 9 GPOW PAINT 26 GPDW PAINT 25 8' -0' 701,818 STL /T VINYL 106, 210, 312, 410, 507, 601, WAITING CONC. CARPET a 2 1 9 GPOW PAINT 26 LAY -IN FACTORY ii 8' -0' 700,800 STL /T VINYL AP 107,108,211,212,302,307, BUS.6 INS CONC. CARPET a 2' 9 GPDW PAINT 26 LAY -IN FACTORY it 8' -0" CABINETS, P.L. COLOR 14 & 15 ali, 501, 505, 600, 702, 8i9 OFFICE STL /T VINYL AP 109, 110, 208, 20, 301, 310, STAFF 2 401, 403, 407, ai3, ala TOILET 6 CONC. SVF i VINYL 9 GPDW GWC 24 GPDW PAINT 25 8' -0" 502, 506, 5i5, 602, 603, 616, LAVS. STL /T 715, SOa, 809 iii, 207,3!!,408,500,604, PRIVATE CONC. CARPET 4 2° 9 GPDW PAINT 26 LAY -IN FACTORY ii 8' -0" BOOKCASE PAINTED COLOR 26 615, 7i3, 808, 810 OFFICE STL /T VINYL AP 206, 703, 704, 711,7!2,714, CLOSET CONC. CARPET 4 2° 9 GPDW PAINT 26 LAY -IN FACTORY It 8' -0' SHELVING PAINTED COLOR 26 817 STL /T VINYL AP 209,409,508 STORAGE CONC. VCT 3 20 9 GPDW PAINT 26 LAY -IN FACTORY It 8' -0 SHELVING PAINTED COLOR 26 STL /T VINYL AP 214,300'406,509,513,609 LAB. CONC. VCT 3 2r 9 GPDW PAINT 26 LAY -IN FACTORY ii 8' -0" CABINETS, P.L. COLOR 14 & 15 802 STL /T VINYL AP 412,61 BREAK CONC. VCT 3 2" 9 GPDW PAINT 26 LAY -IN FACTORY ii 8' -0 CABINETS, P.L. COLOR 14 & 15 ROOM STL /T VINYL AP .... COLOR SCHEDULE N0. MANUFACTURER MANUFACTURER N0. 6 COLOR REMARKS PROVIDE SOLID VINYL STRIP i ARMSTRONG WORLD INDUSTRIES SEAGATE �86500W UNDER DOORS WHERE MATERIAL TERMINATES CA ABUTTS OTHER MATERIAL SUNRISE U-23 TILE 6' x 6' x ! /2' NON -SLIP 2 AMERICAN GLEAN TILE MESA BROWN MORTAR JOINT SURFACE FLOOR TILES WITH STANDARD COVED BASE TILES 3 ARMSTRONG STANDARD EXCELON CREAM 5211! STATI -TUFF WELDLOK PROVIDE VINYL CARPET STRIP 4 BIGELOW SANFCRD INC. UNDER DOORS WHERE MATERIAL 55481 BARK TAN TERMINATES OR ABUtTS OTHER MATERIAL 5 AMERICAN GLEAN TILE BUCKSKIN A38 6 AMERICAN GLEAN TILE FERN GREEN A73 7 AMERICAN GLEAN TILE D -i7 VELLUM a i /a' x 4 i/4 WALL TILES & COVED TILE BASE 8 AMERICAN GLEAN TILE U -39 SILVER FERN a i /4' x 4 i /4" WALL TILES � COVED TILE BASE 9 FLEXCOVE RUSSET VC -250 2 6 a' NIGH BASE STYLE X55, MEDIUM ABRASIVE RUBBER TREADS WITH NON -SLIP l0 H C A RUBBER CO. TREADS, X777 FAWN /IVORY & MOLDED NO5INGS BROWN COLOR ii ARMSTRONG CORTEGA MINABOARD° FACTORY WHITE FINISH GTR WALLCOVERING ESSEX 54, WALLCOVERING !2 BRENTWOOD I, TYPE I, HACKENSACK, N.J. SSE -06 -33 "FAWN" !3 CONSOWELD DURA- BEAUTY CREAM Z -51 -T BASE PORTION OF ALL INTERIOR i4 CONSOWELD DURA- BEAUTY COUNTRY ELM W -67 -T SUITE CABINETS. INTERIOR OF BASE CABINETS TO HAVE STAND. WHITE CABINET LINER. TOPS & BACKSPLASH PORTION i5 CONSOWELD DURA - BEAUTY PALOMINO Z - a4 - OF ALL INTERIOR CABINET WORK LOCATED IN SUITES 16 NEVAMAR AUBUSSON RED S-1-20T TEXTURED STAIN & FINISH OF SCWU & HCWD i7 OLYMPIC STAIN DOORS TO MATCH COLOR 14 i8 LEVELOR MINI-BLINDS MEDIUM BRONZE COLOR TO MATCH ALUMINUM CURTAINWALL 19 U.S. GYPSUM CO. OFF-WHITE COLOR SPRAYED "POPCORN' TYPE FINISH 20 MEDIUM BRONZE COLOR ALUMINUM CURTAINWALL & ANODIZED FINISH STOREFRONT SYSTEM ROOM FINISH SCHEDULE ABBREVIATIONS VCT VINYL COMPOSITION TILE GWC GLAZED WALL COATING CMU CONCRETE MASONRY UNIT EXP,. EXPOSED MAT RUBBER TREADS WITH NON -SLIP MOLDED NOSING GPOW GYPSUM DRYWALL Q.T. OUARRY TILE DB DENSE BOARD TEC TEXTURED EPDXY COATING AP ACOUSTICAL PANEL P.L. PLASTIC LAMINATE C.T. CERAMIC TILE MR MOISTURE RES ISTANT VWC VINYL HALL COVERING SVF SEAMLESS VINYL FLOORING CONC. CONCRETE DNS CONCRETE, STEEL TROWEL SMOOTH PAINT CO. 2M27D CHESS GREEN ACCENT COLOR 33 DEVOE PAINT CO. 2049C COPPER GLOW ACCENT COLOR 34 DEVOE PAINT CO. MINT GREEN ACCENT COLOR 21 CONSOWELD UURA- BEAUTY BISON Z -43 -T 22 DEVOE PAINT CO. lUM37A MINK ALL INTERIOR � EXTERIOR HOLLOW-METAL DOOR FRAMES 23 DEVOE PAINT CO. 2H027A BITTERSWEET SEMI -GLOSS FINISH 24 DEVOE PAINT CO. 2HiiG HONEYSUCKLE ° TRU- GLAZE" GLAZED WALL COATING 25 DEVOE PAINT CO. OFF -WHITE EGGSHELL FINISH 26 DEVOE PAINT CO. 2HiiG HONEYSUCKLE EGGSHELL FINISH 27 DEVOE PAINT CO. iMi5U IRENE BLUE ACCENT COLOR 28 DEVOE PAINT CO. iM25E TENDRIL ACCENT COLOR 29 DEVOE PAINT CO. iM19E TEMPO ACCENT COLOR 6i2, 613, 616, 705, 706, 709 ROOM FINISH SCHEDULE ABBREVIATIONS VCT VINYL COMPOSITION TILE GWC GLAZED WALL COATING CMU CONCRETE MASONRY UNIT EXP,. EXPOSED MAT RUBBER TREADS WITH NON -SLIP MOLDED NOSING GPOW GYPSUM DRYWALL Q.T. OUARRY TILE DB DENSE BOARD TEC TEXTURED EPDXY COATING AP ACOUSTICAL PANEL P.L. PLASTIC LAMINATE C.T. CERAMIC TILE MR MOISTURE RES ISTANT VWC VINYL HALL COVERING SVF SEAMLESS VINYL FLOORING CONC. CONCRETE DNS CONCRETE, STEEL TROWEL SMOOTH PAINT CO. 2M27D CHESS GREEN ACCENT COLOR 33 DEVOE PAINT CO. 2049C COPPER GLOW ACCENT COLOR 34 DEVOE PAINT CO. MINT GREEN ACCENT COLOR 21 CONSOWELD UURA- BEAUTY BISON Z -43 -T 22 DEVOE PAINT CO. lUM37A MINK ALL INTERIOR � EXTERIOR HOLLOW-METAL DOOR FRAMES 23 DEVOE PAINT CO. 2H027A BITTERSWEET SEMI -GLOSS FINISH 24 DEVOE PAINT CO. 2HiiG HONEYSUCKLE ° TRU- GLAZE" GLAZED WALL COATING 25 DEVOE PAINT CO. OFF -WHITE EGGSHELL FINISH 26 DEVOE PAINT CO. 2HiiG HONEYSUCKLE EGGSHELL FINISH 27 DEVOE PAINT CO. iMi5U IRENE BLUE ACCENT COLOR 28 DEVOE PAINT CO. iM25E TENDRIL ACCENT COLOR 29 DEVOE PAINT CO. iM19E TEMPO ACCENT COLOR ROOM FINISH SCHEDULE ABBREVIATIONS VCT VINYL COMPOSITION TILE GWC GLAZED WALL COATING CMU CONCRETE MASONRY UNIT EXP,. EXPOSED MAT RUBBER TREADS WITH NON -SLIP MOLDED NOSING GPOW GYPSUM DRYWALL Q.T. OUARRY TILE DB DENSE BOARD TEC TEXTURED EPDXY COATING AP ACOUSTICAL PANEL P.L. PLASTIC LAMINATE C.T. CERAMIC TILE MR MOISTURE RES ISTANT VWC VINYL HALL COVERING SVF SEAMLESS VINYL FLOORING CONC. CONCRETE DNS CONCRETE, STEEL TROWEL SMOOTH C OLOR S CHEDULE N0. MANUFACTURER MANUFACTURER N0. 6 COLOR REMARKS 30 DEVOE PAINT CO. 1M40D WARM TROPIC ACCENT COLOR 31 DEVOE PAINT CO. 2U8C AUTUMN TONE ACCENT COLOR 32 DEVOE PAINT CO. 2M27D CHESS GREEN ACCENT COLOR 33 DEVOE PAINT CO. 2049C COPPER GLOW ACCENT COLOR 34 DEVOE PAINT CO. MINT GREEN ACCENT COLOR GROUND FLOOR NO. A 1, A23 A2, A3, A21, A22, AK A19 A4, A5, A20 A6, A8 A7, Ai3 A9, A10 Al2 A16 A15, A17, A18 TYPE WIDTH HGT. THICK RATING MAT. FIN. COLOR SET TYPE PROFILE MAT. _ CO L OR SET 0 . DET. REMARKS AS PAIN i HEAD DET. i /A20 . - - -- - - - - - -- -- - A 3' -0' 6' -8' 1 3/4' HM PAINT 23 A DET HM 22 2_ -20 WEAT HERSTRIP O _ AS - PAIN -- HEAD DET. 2/A20, DOORS A14,A19 A 3' -0' 6' -8" 1 3/4" SCWD STAIN 17 A DET. AS HM PAIN 22 20 2 HEAD DET. 3/A20. __ T D ET. 4/ A20 A 3' -0' 6' -8' 1 3/4' SCWU STAIN i7 A DET. H M 22 20 -20 WEA OPENING A 3' -0 6' -8' 1 3/4' SCWD STAIN 17 B AS HM PAIN 4 3 HEAD DET. -- 3 - -- - DET. _ _2 -2u _ -20 _ -20 B (2) PR ' 7' -0" 1 3/ ALUM /GL ANOO. 20 e -- ALUM ALUM COMPLETE ELECTRIC EYE BI- PARTING 2 _ 20 DOOR ASSE III T H S T OREFRON T C HM BAKED 23__ HM BAKE °, - - -- - - - - - -- SEE COMPLETE ELEVATOR - - - - -- ENAMAL 22 DETAILS SHEET A -15 A 3' -0' 6' -8 1 3/4' x SCWD STAIN 17 C DET HM PAIN 22 262A s120 HEAD DET. 20 (BET C.M.U.) D PA. 2' -6' 6'-8' 1 3/4" SCWU STAIN 17 A AS HM PAIN 2 SIM 3 BEAD DET. 3 (BETWEEN C.14. U . ) _ D 22 -2 - _ _ -20 A 3' -0" 6' -8' 1 3/4° SCWU SLAIN 17 - -A� DET.- HM PAIN - 22 - - 2 - - - BEAU DET. -- 20 - - -- SECOND FLOOR DOOR SCHEDULE HDW NO. TYPE WIDTH HGT. THICK RATING MAT. FIN. COLOR SET' TYPE Bi,B2,B3 A 3' -0' 6' -8 1 3/4' * SCWD STAIN 17 A B4, B5, B8, B9 A 3' -0" 6'-8 1 3/4' * SCWD STAIN 17 A B6, B7, C HM BAKED 23 ENAMAL 700,800 A 3' -0" 6' -8 1 3/4" x SCWD STAIN 17 B 100, 101, 102, 106, 109, 1 10, 113, 114, 200, 201, 204, 211, 214, 217, 218, 301, 303, 305, 306, 307, 311, 312, 401, 404 408, 411, 414, 415, 416, 417, 501, 502, 503, 505, 508, A 3 -0 ° 6' -8 ° 1 3/4' 512, 515, 517, 603, 605, 608, 609, 610, 611, 614, 615, 616, 617, 701, 709, 710, 711, 713, 714, 715, 802, 803, 804, 805, 809, Bit 812, BM 819, 103, 202, 205, 209, 309, 402, 405, 513, 516, 612, 704, 707, 708, 716, 717 718 817 HCWD I STAIN 1 17 �1 E 3' -0° 6' -8' 1 1/8' WOOD STAIN 17 104, 115, 206, 315, 407, 510, 601, 705, 821, 810 A 3' -0 ° 6'-8 i 3/4' * SCWD STAIN 17 A 105, 208, 219, 304, 514, 613, 712, A 2' -8" 6'-B' 1 3/4' - -_� = HCWD STAIN - 17 - A - 719, 808, 813, 815, 820 116, 210, 314, 410, 509, 600 A 3'-0" 6'-B' 1 3/4' * SCWD STAIN 17 C OR F 107, 108, 212, 213, 215, 302, 313, 308, 412, 413, 506, 507, 602, 604, F 3' -0 ° 3'-4 GLASS 702, 703, 801, 818 111, 112, 207, 216, 300, 310, 400, 403, 406, 409, 418, 419, 500, 504, A 2'-6' 6'-8" 1 3/4' HCWD STAIN 17 A 511, 518, 606, 607, 618, 806, 807, 814 1 1 FRAME SCHEDULE P ROFILE MAT. FIN. B _ HOW. JAM THRES. C OLOR SET_ DET. DE T. -- AS HM PAIN - -- - 2 DET 22 -20 AS M PAIN - -- - - -- - 3 - -_ 2 -_ DET. H 22 - - -- - - -2 - - -2 - [ ABAKED HM MEL _ 22 - A5 - - -- - PAIN - -- - - - -- - - - -- - DET. HM 22 PAINT AS HM DET. 20 22 PAINT 5 -20 'MOOD 22 AS HM DET. 22 -20 -- - - - - -- - - - - - -- AS PAINT -- 3 6 DET . HM _ - -20 -AS- -- -- PAIN - -- - -- S2A - - - 5 - DET . HM _22 -20 -20 - - - - -- - - -- -- - - - - -- AS PZAINT- -- -- - -- -- - -- - - -- DET. 'WOOD AS VPAINT 3 6 DET . HM -20 -20 TYPICAL REINF. 1/2 GPDW ON 3/4' FURR. 16' CONC. FILLED VOID - -- ���� ��- DOOR SCHEDULE �- ABREVIATIONS: L >_ s HM = HOLLOW -METAL H o T &B = TOP & BOTTOM i X - SCWD = SOLID CORE WOOD DOOR �'" " 1: HCWD = HOLLOW -CORE WOOD DOOR ° 3 TF FFF F 1.� 1. CV Y m = 2' m DETAIL 20 LINE OF THIN SET 2 1 P CERAMIC TILE -� _-�- N GPDW ON 3 5/ STUDS @ 16' H.M. FRAME W/ (3) ADJ. ANCHORS PER JAMB 8" CMU DOUBLE -STUDS OR BOX STUDS F SIDE JAMB OETAII SCALE: 1 1/2' = 1'-0" REMARKS - -- - HEAD DET. - - - - - - -- -20 - -- HEAD DET. 3 - - SEE COMPLETE ELEVATOR DET SH -- HEAD DET 3 -20 - - -- HEAD DET. -- 3 - -- _ 2 USE THEESHOLD DET. WHERE CARPET MEETS VCT. 8 DOOR. UNIT TO BE COMPLETE W/ HARDWARE & TRACK -HEAD DET. 2 0 HEAD DET. -- 3 HEAD DET. 3 _2 SEE GLAZED PARTITION DETAILS SHEET HEAD DET. 2 DOOR ASS _E gNEL STOPS ALL SIDES 'x1 1/2' ING ' SHIM SPACE WOOD JAMB "x3/4' WOOD PS A 1/4' TEMPERED TINTED PLATE GLASS AT DOORS & STOREFRONT -A D ELEVATOR FLUSH DOORS - rf 1 I I I I I C DOOR TYPES SCALE: 1/4" cu 2 " FACE BR: AIR SPA( STEEL At LINTEL - SEALANT 2 uo W A B (INDICATING C5 @ 6.7 FRAME FOR GLASS BLOCK PANELS) FRAME TYPES I I \ - 2" 5 1/2" - - TAIL o SCALE: 1/4' = 1' -0" 112' GYPSUM DRYWALL ON 3/4' FURR. 16' O.C. W/ INSULATION BETWEEN. --- DAMPPHOOFING LINE OF C. T. @ DOORS 1 - -- 8" CMU A1 Ai9 �- A/C FILLED LINTEL J i - 1/2' 1 _ To FLOOR N CAULK -- - - -- �- CAULKING BRG. 'BRG H .M. FRAME C3 CONC. FILLED c, �-- H.M. FRAME CONC. FILLED DETAIL r2 0 -LINE OF THIN -SET CERAMIC TILE -� �i r- AT RATED OPENINGS - 1/2" 1/2" 5/8' GPDW TYPE "X' N 1 ON 3 5/8" MTL. STUDS 16' O.C. 0 - -STUD HEADER - tt �� �� -- H.M. JAMB �z U 0 mi DETAIL �- 1/2'x1/2" 3/4' JAMB WOOD TRIM BIFOI_D UN1 3 5/8' STUDS 16' O.0 W/ GPDW EA. SIDE BOX HEADER 3/4' SHIN SPACE LOSET OR TILITY SIDE I]E fAIL HEAD JAMB DETAIL SCALE: 1 1/2" = i' -0' METAL THRESHOLD H. M. DOOR SET IN WATERPROOF ADHESIVE H.M. FRAME 10o' -0' - - MIN. (3) CONC . ANCHORS PER DOOR LEAF DETAIL Yv 7/8'x2' 'WIDE WHITE DOOR -�� GEORGIA MARBLE THRESHOLD SEE SCHEDULE FOR FLOOR FIN. C.T. EL. 100' -0' -- FIN. FLOOR N DETAIL 4 - -2 DOOR - VCT -1 i FULL - LOUVERED DOORS/ n LOUVERED 1/4" POLISHED PLATE GLASS BI -FOLD DOORS W/FINGER PULLS ON UNIT - BALL BEARING TRACKS & GUIDES m 1 E F 1/4' CLEAR WIRE INSERTED GLASS �v ' 2 " C3 _1 CIO ) e. C-3 DOOR _ - (\j .v cv � C r , D (REVERSED) TAPERED VINYL EDGE STRIP STEEL TROWELLED CONC. FIN. FLOOR DETAIL 2 20 VINYL CARPET STRIP AT DOOR CARPET -, r rr-VCT UETAIL THRESHOLD DETAILS SCALE: 1 1/2' = 1'-0' .ri C Y . 'oc �� L L D U Lo W U o c Z N Q �o co U- U Q_ O cn Q U) w Ca z 1­, . v a O J Hz • j U) (n N • z Z O3 N F�- w C3 U) 0 s c� cn U 0 C.� Z C3 H ZD LLJ U LL U- CD ci �d C3 W U) � WK 87056 DETAIL � SUM09Af3 A -ZO 7 ° NME W/ (3) ADJ . ACAS PER JAMB 1 CONNECTION � i' -o 1/4' _ GYPSUM DRYWALL ON 3/4' FURR. i6' O.C. - 8' CMU -R /C LINTEL - CAULK GENERAL NOTES PROVIDE CMU LINTELS AT OPENINGS AS FOLLOWS: 0' TO 4' -0' - - -- 8'x8' NOM. W ITH 2 - #5 T.& B. 4' TO 7' -0' - - -- 8'x8' NOM. WITH 2 -#6 T.& B. 7' TO 12' -0' - -- 8 'x16' H NOM. WITH 4 - #6 BTM, 2 - #6 TOP (2 LAYERS) SEE MECHANICAL DRAWINGS FOR RETURN -AIR DOOR LOUVER REQUIREMENTS. x = CLASS 'B' LABEL OPENING. - - O.T. FLOOR ON SETTING BED r EL. 100' -0' • _ - FIN. FLOOR Oj e DETAIL 3 � U 0 . oN �oa� FLAT VINYL STRIP DOOR SVF VCT DETAIL r3 -2 DOOR S SCHEDULE F FRAME S SCHED fiDW . . .FIN . -- H HDW . J JAMB DOOR SCHEDULE HDW NO. TYPE WIDTH HGT. THICK RATING MAT. FIN. COLOR SET' TYPE Bi,B2,B3 A 3' -0' 6' -8 1 3/4' * SCWD STAIN 17 A B4, B5, B8, B9 A 3' -0" 6'-8 1 3/4' * SCWD STAIN 17 A B6, B7, C HM BAKED 23 ENAMAL 700,800 A 3' -0" 6' -8 1 3/4" x SCWD STAIN 17 B 100, 101, 102, 106, 109, 1 10, 113, 114, 200, 201, 204, 211, 214, 217, 218, 301, 303, 305, 306, 307, 311, 312, 401, 404 408, 411, 414, 415, 416, 417, 501, 502, 503, 505, 508, A 3 -0 ° 6' -8 ° 1 3/4' 512, 515, 517, 603, 605, 608, 609, 610, 611, 614, 615, 616, 617, 701, 709, 710, 711, 713, 714, 715, 802, 803, 804, 805, 809, Bit 812, BM 819, 103, 202, 205, 209, 309, 402, 405, 513, 516, 612, 704, 707, 708, 716, 717 718 817 HCWD I STAIN 1 17 �1 E 3' -0° 6' -8' 1 1/8' WOOD STAIN 17 104, 115, 206, 315, 407, 510, 601, 705, 821, 810 A 3' -0 ° 6'-8 i 3/4' * SCWD STAIN 17 A 105, 208, 219, 304, 514, 613, 712, A 2' -8" 6'-B' 1 3/4' - -_� = HCWD STAIN - 17 - A - 719, 808, 813, 815, 820 116, 210, 314, 410, 509, 600 A 3'-0" 6'-B' 1 3/4' * SCWD STAIN 17 C OR F 107, 108, 212, 213, 215, 302, 313, 308, 412, 413, 506, 507, 602, 604, F 3' -0 ° 3'-4 GLASS 702, 703, 801, 818 111, 112, 207, 216, 300, 310, 400, 403, 406, 409, 418, 419, 500, 504, A 2'-6' 6'-8" 1 3/4' HCWD STAIN 17 A 511, 518, 606, 607, 618, 806, 807, 814 1 1 FRAME SCHEDULE P ROFILE MAT. FIN. B _ HOW. JAM THRES. C OLOR SET_ DET. DE T. -- AS HM PAIN - -- - 2 DET 22 -20 AS M PAIN - -- - - -- - 3 - -_ 2 -_ DET. H 22 - - -- - - -2 - - -2 - [ ABAKED HM MEL _ 22 - A5 - - -- - PAIN - -- - - - -- - - - -- - DET. HM 22 PAINT AS HM DET. 20 22 PAINT 5 -20 'MOOD 22 AS HM DET. 22 -20 -- - - - - -- - - - - - -- AS PAINT -- 3 6 DET . HM _ - -20 -AS- -- -- PAIN - -- - -- S2A - - - 5 - DET . HM _22 -20 -20 - - - - -- - - -- -- - - - - -- AS PZAINT- -- -- - -- -- - -- - - -- DET. 'WOOD AS VPAINT 3 6 DET . HM -20 -20 TYPICAL REINF. 1/2 GPDW ON 3/4' FURR. 16' CONC. FILLED VOID - -- ���� ��- DOOR SCHEDULE �- ABREVIATIONS: L >_ s HM = HOLLOW -METAL H o T &B = TOP & BOTTOM i X - SCWD = SOLID CORE WOOD DOOR �'" " 1: HCWD = HOLLOW -CORE WOOD DOOR ° 3 TF FFF F 1.� 1. CV Y m = 2' m DETAIL 20 LINE OF THIN SET 2 1 P CERAMIC TILE -� _-�- N GPDW ON 3 5/ STUDS @ 16' H.M. FRAME W/ (3) ADJ. ANCHORS PER JAMB 8" CMU DOUBLE -STUDS OR BOX STUDS F SIDE JAMB OETAII SCALE: 1 1/2' = 1'-0" REMARKS - -- - HEAD DET. - - - - - - -- -20 - -- HEAD DET. 3 - - SEE COMPLETE ELEVATOR DET SH -- HEAD DET 3 -20 - - -- HEAD DET. -- 3 - -- _ 2 USE THEESHOLD DET. WHERE CARPET MEETS VCT. 8 DOOR. UNIT TO BE COMPLETE W/ HARDWARE & TRACK -HEAD DET. 2 0 HEAD DET. -- 3 HEAD DET. 3 _2 SEE GLAZED PARTITION DETAILS SHEET HEAD DET. 2 DOOR ASS _E gNEL STOPS ALL SIDES 'x1 1/2' ING ' SHIM SPACE WOOD JAMB "x3/4' WOOD PS A 1/4' TEMPERED TINTED PLATE GLASS AT DOORS & STOREFRONT -A D ELEVATOR FLUSH DOORS - rf 1 I I I I I C DOOR TYPES SCALE: 1/4" cu 2 " FACE BR: AIR SPA( STEEL At LINTEL - SEALANT 2 uo W A B (INDICATING C5 @ 6.7 FRAME FOR GLASS BLOCK PANELS) FRAME TYPES I I \ - 2" 5 1/2" - - TAIL o SCALE: 1/4' = 1' -0" 112' GYPSUM DRYWALL ON 3/4' FURR. 16' O.C. W/ INSULATION BETWEEN. --- DAMPPHOOFING LINE OF C. T. @ DOORS 1 - -- 8" CMU A1 Ai9 �- A/C FILLED LINTEL J i - 1/2' 1 _ To FLOOR N CAULK -- - - -- �- CAULKING BRG. 'BRG H .M. FRAME C3 CONC. FILLED c, �-- H.M. FRAME CONC. FILLED DETAIL r2 0 -LINE OF THIN -SET CERAMIC TILE -� �i r- AT RATED OPENINGS - 1/2" 1/2" 5/8' GPDW TYPE "X' N 1 ON 3 5/8" MTL. STUDS 16' O.C. 0 - -STUD HEADER - tt �� �� -- H.M. JAMB �z U 0 mi DETAIL �- 1/2'x1/2" 3/4' JAMB WOOD TRIM BIFOI_D UN1 3 5/8' STUDS 16' O.0 W/ GPDW EA. SIDE BOX HEADER 3/4' SHIN SPACE LOSET OR TILITY SIDE I]E fAIL HEAD JAMB DETAIL SCALE: 1 1/2" = i' -0' METAL THRESHOLD H. M. DOOR SET IN WATERPROOF ADHESIVE H.M. FRAME 10o' -0' - - MIN. (3) CONC . ANCHORS PER DOOR LEAF DETAIL Yv 7/8'x2' 'WIDE WHITE DOOR -�� GEORGIA MARBLE THRESHOLD SEE SCHEDULE FOR FLOOR FIN. C.T. EL. 100' -0' -- FIN. FLOOR N DETAIL 4 - -2 DOOR - VCT -1 i FULL - LOUVERED DOORS/ n LOUVERED 1/4" POLISHED PLATE GLASS BI -FOLD DOORS W/FINGER PULLS ON UNIT - BALL BEARING TRACKS & GUIDES m 1 E F 1/4' CLEAR WIRE INSERTED GLASS �v ' 2 " C3 _1 CIO ) e. C-3 DOOR _ - (\j .v cv � C r , D (REVERSED) TAPERED VINYL EDGE STRIP STEEL TROWELLED CONC. FIN. FLOOR DETAIL 2 20 VINYL CARPET STRIP AT DOOR CARPET -, r rr-VCT UETAIL THRESHOLD DETAILS SCALE: 1 1/2' = 1'-0' .ri C Y . 'oc �� L L D U Lo W U o c Z N Q �o co U- U Q_ O cn Q U) w Ca z 1­, . v a O J Hz • j U) (n N • z Z O3 N F�- w C3 U) 0 s c� cn U 0 C.� Z C3 H ZD LLJ U LL U- CD ci �d C3 W U) � WK 87056 DETAIL � SUM09Af3 A -ZO 7 ° NME W/ (3) ADJ . ACAS PER JAMB 1 CONNECTION � i' -o 1/4' _ GYPSUM DRYWALL ON 3/4' FURR. i6' O.C. - 8' CMU -R /C LINTEL - CAULK GENERAL NOTES PROVIDE CMU LINTELS AT OPENINGS AS FOLLOWS: 0' TO 4' -0' - - -- 8'x8' NOM. W ITH 2 - #5 T.& B. 4' TO 7' -0' - - -- 8'x8' NOM. WITH 2 -#6 T.& B. 7' TO 12' -0' - -- 8 'x16' H NOM. WITH 4 - #6 BTM, 2 - #6 TOP (2 LAYERS) SEE MECHANICAL DRAWINGS FOR RETURN -AIR DOOR LOUVER REQUIREMENTS. x = CLASS 'B' LABEL OPENING. - - O.T. FLOOR ON SETTING BED r EL. 100' -0' • _ - FIN. FLOOR Oj e DETAIL 3 � U 0 . oN �oa� FLAT VINYL STRIP DOOR SVF VCT DETAIL r3 -2 100, 101, 102, 106, 109, 1 10, 113, 114, 200, 201, 204, 211, 214, 217, 218, 301, 303, 305, 306, 307, 311, 312, 401, 404 408, 411, 414, 415, 416, 417, 501, 502, 503, 505, 508, A 3 -0 ° 6' -8 ° 1 3/4' 512, 515, 517, 603, 605, 608, 609, 610, 611, 614, 615, 616, 617, 701, 709, 710, 711, 713, 714, 715, 802, 803, 804, 805, 809, Bit 812, BM 819, 103, 202, 205, 209, 309, 402, 405, 513, 516, 612, 704, 707, 708, 716, 717 718 817 HCWD I STAIN 1 17 �1 E 3' -0° 6' -8' 1 1/8' WOOD STAIN 17 104, 115, 206, 315, 407, 510, 601, 705, 821, 810 A 3' -0 ° 6'-8 i 3/4' * SCWD STAIN 17 A 105, 208, 219, 304, 514, 613, 712, A 2' -8" 6'-B' 1 3/4' - -_� = HCWD STAIN - 17 - A - 719, 808, 813, 815, 820 116, 210, 314, 410, 509, 600 A 3'-0" 6'-B' 1 3/4' * SCWD STAIN 17 C OR F 107, 108, 212, 213, 215, 302, 313, 308, 412, 413, 506, 507, 602, 604, F 3' -0 ° 3'-4 GLASS 702, 703, 801, 818 111, 112, 207, 216, 300, 310, 400, 403, 406, 409, 418, 419, 500, 504, A 2'-6' 6'-8" 1 3/4' HCWD STAIN 17 A 511, 518, 606, 607, 618, 806, 807, 814 1 1 FRAME SCHEDULE P ROFILE MAT. FIN. B _ HOW. JAM THRES. C OLOR SET_ DET. DE T. -- AS HM PAIN - -- - 2 DET 22 -20 AS M PAIN - -- - - -- - 3 - -_ 2 -_ DET. H 22 - - -- - - -2 - - -2 - [ ABAKED HM MEL _ 22 - A5 - - -- - PAIN - -- - - - -- - - - -- - DET. HM 22 PAINT AS HM DET. 20 22 PAINT 5 -20 'MOOD 22 AS HM DET. 22 -20 -- - - - - -- - - - - - -- AS PAINT -- 3 6 DET . HM _ - -20 -AS- -- -- PAIN - -- - -- S2A - - - 5 - DET . HM _22 -20 -20 - - - - -- - - -- -- - - - - -- AS PZAINT- -- -- - -- -- - -- - - -- DET. 'WOOD AS VPAINT 3 6 DET . HM -20 -20 TYPICAL REINF. 1/2 GPDW ON 3/4' FURR. 16' CONC. FILLED VOID - -- ���� ��- DOOR SCHEDULE �- ABREVIATIONS: L >_ s HM = HOLLOW -METAL H o T &B = TOP & BOTTOM i X - SCWD = SOLID CORE WOOD DOOR �'" " 1: HCWD = HOLLOW -CORE WOOD DOOR ° 3 TF FFF F 1.� 1. CV Y m = 2' m DETAIL 20 LINE OF THIN SET 2 1 P CERAMIC TILE -� _-�- N GPDW ON 3 5/ STUDS @ 16' H.M. FRAME W/ (3) ADJ. ANCHORS PER JAMB 8" CMU DOUBLE -STUDS OR BOX STUDS F SIDE JAMB OETAII SCALE: 1 1/2' = 1'-0" REMARKS - -- - HEAD DET. - - - - - - -- -20 - -- HEAD DET. 3 - - SEE COMPLETE ELEVATOR DET SH -- HEAD DET 3 -20 - - -- HEAD DET. -- 3 - -- _ 2 USE THEESHOLD DET. WHERE CARPET MEETS VCT. 8 DOOR. UNIT TO BE COMPLETE W/ HARDWARE & TRACK -HEAD DET. 2 0 HEAD DET. -- 3 HEAD DET. 3 _2 SEE GLAZED PARTITION DETAILS SHEET HEAD DET. 2 DOOR ASS _E gNEL STOPS ALL SIDES 'x1 1/2' ING ' SHIM SPACE WOOD JAMB "x3/4' WOOD PS A 1/4' TEMPERED TINTED PLATE GLASS AT DOORS & STOREFRONT -A D ELEVATOR FLUSH DOORS - rf 1 I I I I I C DOOR TYPES SCALE: 1/4" cu 2 " FACE BR: AIR SPA( STEEL At LINTEL - SEALANT 2 uo W A B (INDICATING C5 @ 6.7 FRAME FOR GLASS BLOCK PANELS) FRAME TYPES I I \ - 2" 5 1/2" - - TAIL o SCALE: 1/4' = 1' -0" 112' GYPSUM DRYWALL ON 3/4' FURR. 16' O.C. W/ INSULATION BETWEEN. --- DAMPPHOOFING LINE OF C. T. @ DOORS 1 - -- 8" CMU A1 Ai9 �- A/C FILLED LINTEL J i - 1/2' 1 _ To FLOOR N CAULK -- - - -- �- CAULKING BRG. 'BRG H .M. FRAME C3 CONC. FILLED c, �-- H.M. FRAME CONC. FILLED DETAIL r2 0 -LINE OF THIN -SET CERAMIC TILE -� �i r- AT RATED OPENINGS - 1/2" 1/2" 5/8' GPDW TYPE "X' N 1 ON 3 5/8" MTL. STUDS 16' O.C. 0 - -STUD HEADER - tt �� �� -- H.M. JAMB �z U 0 mi DETAIL �- 1/2'x1/2" 3/4' JAMB WOOD TRIM BIFOI_D UN1 3 5/8' STUDS 16' O.0 W/ GPDW EA. SIDE BOX HEADER 3/4' SHIN SPACE LOSET OR TILITY SIDE I]E fAIL HEAD JAMB DETAIL SCALE: 1 1/2" = i' -0' METAL THRESHOLD H. M. DOOR SET IN WATERPROOF ADHESIVE H.M. FRAME 10o' -0' - - MIN. (3) CONC . ANCHORS PER DOOR LEAF DETAIL Yv 7/8'x2' 'WIDE WHITE DOOR -�� GEORGIA MARBLE THRESHOLD SEE SCHEDULE FOR FLOOR FIN. C.T. EL. 100' -0' -- FIN. FLOOR N DETAIL 4 - -2 DOOR - VCT -1 i FULL - LOUVERED DOORS/ n LOUVERED 1/4" POLISHED PLATE GLASS BI -FOLD DOORS W/FINGER PULLS ON UNIT - BALL BEARING TRACKS & GUIDES m 1 E F 1/4' CLEAR WIRE INSERTED GLASS �v ' 2 " C3 _1 CIO ) e. C-3 DOOR _ - (\j .v cv � C r , D (REVERSED) TAPERED VINYL EDGE STRIP STEEL TROWELLED CONC. FIN. FLOOR DETAIL 2 20 VINYL CARPET STRIP AT DOOR CARPET -, r rr-VCT UETAIL THRESHOLD DETAILS SCALE: 1 1/2' = 1'-0' .ri C Y . 'oc �� L L D U Lo W U o c Z N Q �o co U- U Q_ O cn Q U) w Ca z 1­, . v a O J Hz • j U) (n N • z Z O3 N F�- w C3 U) 0 s c� cn U 0 C.� Z C3 H ZD LLJ U LL U- CD ci �d C3 W U) � WK 87056 DETAIL � SUM09Af3 A -ZO 7 ° NME W/ (3) ADJ . ACAS PER JAMB 1 CONNECTION � i' -o 1/4' _ GYPSUM DRYWALL ON 3/4' FURR. i6' O.C. - 8' CMU -R /C LINTEL - CAULK GENERAL NOTES PROVIDE CMU LINTELS AT OPENINGS AS FOLLOWS: 0' TO 4' -0' - - -- 8'x8' NOM. W ITH 2 - #5 T.& B. 4' TO 7' -0' - - -- 8'x8' NOM. WITH 2 -#6 T.& B. 7' TO 12' -0' - -- 8 'x16' H NOM. WITH 4 - #6 BTM, 2 - #6 TOP (2 LAYERS) SEE MECHANICAL DRAWINGS FOR RETURN -AIR DOOR LOUVER REQUIREMENTS. x = CLASS 'B' LABEL OPENING. - - O.T. FLOOR ON SETTING BED r EL. 100' -0' • _ - FIN. FLOOR Oj e DETAIL 3 � U 0 . oN �oa� FLAT VINYL STRIP DOOR SVF VCT DETAIL r3 -2 FRAME SCHEDULE P ROFILE MAT. FIN. B _ HOW. JAM THRES. C OLOR SET_ DET. DE T. -- AS HM PAIN - -- - 2 DET 22 -20 AS M PAIN - -- - - -- - 3 - -_ 2 -_ DET. H 22 - - -- - - -2 - - -2 - [ ABAKED HM MEL _ 22 - A5 - - -- - PAIN - -- - - - -- - - - -- - DET. HM 22 PAINT AS HM DET. 20 22 PAINT 5 -20 'MOOD 22 AS HM DET. 22 -20 -- - - - - -- - - - - - -- AS PAINT -- 3 6 DET . HM _ - -20 -AS- -- -- PAIN - -- - -- S2A - - - 5 - DET . HM _22 -20 -20 - - - - -- - - -- -- - - - - -- AS PZAINT- -- -- - -- -- - -- - - -- DET. 'WOOD AS VPAINT 3 6 DET . HM -20 -20 TYPICAL REINF. 1/2 GPDW ON 3/4' FURR. 16' CONC. FILLED VOID - -- ���� ��- DOOR SCHEDULE �- ABREVIATIONS: L >_ s HM = HOLLOW -METAL H o T &B = TOP & BOTTOM i X - SCWD = SOLID CORE WOOD DOOR �'" " 1: HCWD = HOLLOW -CORE WOOD DOOR ° 3 TF FFF F 1.� 1. CV Y m = 2' m DETAIL 20 LINE OF THIN SET 2 1 P CERAMIC TILE -� _-�- N GPDW ON 3 5/ STUDS @ 16' H.M. FRAME W/ (3) ADJ. ANCHORS PER JAMB 8" CMU DOUBLE -STUDS OR BOX STUDS F SIDE JAMB OETAII SCALE: 1 1/2' = 1'-0" REMARKS - -- - HEAD DET. - - - - - - -- -20 - -- HEAD DET. 3 - - SEE COMPLETE ELEVATOR DET SH -- HEAD DET 3 -20 - - -- HEAD DET. -- 3 - -- _ 2 USE THEESHOLD DET. WHERE CARPET MEETS VCT. 8 DOOR. UNIT TO BE COMPLETE W/ HARDWARE & TRACK -HEAD DET. 2 0 HEAD DET. -- 3 HEAD DET. 3 _2 SEE GLAZED PARTITION DETAILS SHEET HEAD DET. 2 DOOR ASS _E gNEL STOPS ALL SIDES 'x1 1/2' ING ' SHIM SPACE WOOD JAMB "x3/4' WOOD PS A 1/4' TEMPERED TINTED PLATE GLASS AT DOORS & STOREFRONT -A D ELEVATOR FLUSH DOORS - rf 1 I I I I I C DOOR TYPES SCALE: 1/4" cu 2 " FACE BR: AIR SPA( STEEL At LINTEL - SEALANT 2 uo W A B (INDICATING C5 @ 6.7 FRAME FOR GLASS BLOCK PANELS) FRAME TYPES I I \ - 2" 5 1/2" - - TAIL o SCALE: 1/4' = 1' -0" 112' GYPSUM DRYWALL ON 3/4' FURR. 16' O.C. W/ INSULATION BETWEEN. --- DAMPPHOOFING LINE OF C. T. @ DOORS 1 - -- 8" CMU A1 Ai9 �- A/C FILLED LINTEL J i - 1/2' 1 _ To FLOOR N CAULK -- - - -- �- CAULKING BRG. 'BRG H .M. FRAME C3 CONC. FILLED c, �-- H.M. FRAME CONC. FILLED DETAIL r2 0 -LINE OF THIN -SET CERAMIC TILE -� �i r- AT RATED OPENINGS - 1/2" 1/2" 5/8' GPDW TYPE "X' N 1 ON 3 5/8" MTL. STUDS 16' O.C. 0 - -STUD HEADER - tt �� �� -- H.M. JAMB �z U 0 mi DETAIL �- 1/2'x1/2" 3/4' JAMB WOOD TRIM BIFOI_D UN1 3 5/8' STUDS 16' O.0 W/ GPDW EA. SIDE BOX HEADER 3/4' SHIN SPACE LOSET OR TILITY SIDE I]E fAIL HEAD JAMB DETAIL SCALE: 1 1/2" = i' -0' METAL THRESHOLD H. M. DOOR SET IN WATERPROOF ADHESIVE H.M. FRAME 10o' -0' - - MIN. (3) CONC . ANCHORS PER DOOR LEAF DETAIL Yv 7/8'x2' 'WIDE WHITE DOOR -�� GEORGIA MARBLE THRESHOLD SEE SCHEDULE FOR FLOOR FIN. C.T. EL. 100' -0' -- FIN. FLOOR N DETAIL 4 - -2 DOOR - VCT -1 i FULL - LOUVERED DOORS/ n LOUVERED 1/4" POLISHED PLATE GLASS BI -FOLD DOORS W/FINGER PULLS ON UNIT - BALL BEARING TRACKS & GUIDES m 1 E F 1/4' CLEAR WIRE INSERTED GLASS �v ' 2 " C3 _1 CIO ) e. C-3 DOOR _ - (\j .v cv � C r , D (REVERSED) TAPERED VINYL EDGE STRIP STEEL TROWELLED CONC. FIN. FLOOR DETAIL 2 20 VINYL CARPET STRIP AT DOOR CARPET -, r rr-VCT UETAIL THRESHOLD DETAILS SCALE: 1 1/2' = 1'-0' .ri C Y . 'oc �� L L D U Lo W U o c Z N Q �o co U- U Q_ O cn Q U) w Ca z 1­, . v a O J Hz • j U) (n N • z Z O3 N F�- w C3 U) 0 s c� cn U 0 C.� Z C3 H ZD LLJ U LL U- CD ci �d C3 W U) � WK 87056 DETAIL � SUM09Af3 A -ZO 7 ° NME W/ (3) ADJ . ACAS PER JAMB 1 CONNECTION � i' -o 1/4' _ GYPSUM DRYWALL ON 3/4' FURR. i6' O.C. - 8' CMU -R /C LINTEL - CAULK GENERAL NOTES PROVIDE CMU LINTELS AT OPENINGS AS FOLLOWS: 0' TO 4' -0' - - -- 8'x8' NOM. W ITH 2 - #5 T.& B. 4' TO 7' -0' - - -- 8'x8' NOM. WITH 2 -#6 T.& B. 7' TO 12' -0' - -- 8 'x16' H NOM. WITH 4 - #6 BTM, 2 - #6 TOP (2 LAYERS) SEE MECHANICAL DRAWINGS FOR RETURN -AIR DOOR LOUVER REQUIREMENTS. x = CLASS 'B' LABEL OPENING. - - O.T. FLOOR ON SETTING BED r EL. 100' -0' • _ - FIN. FLOOR Oj e DETAIL 3 � U 0 . oN �oa� FLAT VINYL STRIP DOOR SVF VCT DETAIL r3 -2 TYPICAL REINF. 1/2 GPDW ON 3/4' FURR. 16' CONC. FILLED VOID - -- ���� ��- DOOR SCHEDULE �- ABREVIATIONS: L >_ s HM = HOLLOW -METAL H o T &B = TOP & BOTTOM i X - SCWD = SOLID CORE WOOD DOOR �'" " 1: HCWD = HOLLOW -CORE WOOD DOOR ° 3 TF FFF F 1.� 1. CV Y m = 2' m DETAIL 20 LINE OF THIN SET 2 1 P CERAMIC TILE -� _-�- N GPDW ON 3 5/ STUDS @ 16' H.M. FRAME W/ (3) ADJ. ANCHORS PER JAMB 8" CMU DOUBLE -STUDS OR BOX STUDS F SIDE JAMB OETAII SCALE: 1 1/2' = 1'-0" REMARKS - -- - HEAD DET. - - - - - - -- -20 - -- HEAD DET. 3 - - SEE COMPLETE ELEVATOR DET SH -- HEAD DET 3 -20 - - -- HEAD DET. -- 3 - -- _ 2 USE THEESHOLD DET. WHERE CARPET MEETS VCT. 8 DOOR. UNIT TO BE COMPLETE W/ HARDWARE & TRACK -HEAD DET. 2 0 HEAD DET. -- 3 HEAD DET. 3 _2 SEE GLAZED PARTITION DETAILS SHEET HEAD DET. 2 DOOR ASS _E gNEL STOPS ALL SIDES 'x1 1/2' ING ' SHIM SPACE WOOD JAMB "x3/4' WOOD PS A 1/4' TEMPERED TINTED PLATE GLASS AT DOORS & STOREFRONT -A D ELEVATOR FLUSH DOORS - rf 1 I I I I I C DOOR TYPES SCALE: 1/4" cu 2 " FACE BR: AIR SPA( STEEL At LINTEL - SEALANT 2 uo W A B (INDICATING C5 @ 6.7 FRAME FOR GLASS BLOCK PANELS) FRAME TYPES I I \ - 2" 5 1/2" - - TAIL o SCALE: 1/4' = 1' -0" 112' GYPSUM DRYWALL ON 3/4' FURR. 16' O.C. W/ INSULATION BETWEEN. --- DAMPPHOOFING LINE OF C. T. @ DOORS 1 - -- 8" CMU A1 Ai9 �- A/C FILLED LINTEL J i - 1/2' 1 _ To FLOOR N CAULK -- - - -- �- CAULKING BRG. 'BRG H .M. FRAME C3 CONC. FILLED c, �-- H.M. FRAME CONC. FILLED DETAIL r2 0 -LINE OF THIN -SET CERAMIC TILE -� �i r- AT RATED OPENINGS - 1/2" 1/2" 5/8' GPDW TYPE "X' N 1 ON 3 5/8" MTL. STUDS 16' O.C. 0 - -STUD HEADER - tt �� �� -- H.M. JAMB �z U 0 mi DETAIL �- 1/2'x1/2" 3/4' JAMB WOOD TRIM BIFOI_D UN1 3 5/8' STUDS 16' O.0 W/ GPDW EA. SIDE BOX HEADER 3/4' SHIN SPACE LOSET OR TILITY SIDE I]E fAIL HEAD JAMB DETAIL SCALE: 1 1/2" = i' -0' METAL THRESHOLD H. M. DOOR SET IN WATERPROOF ADHESIVE H.M. FRAME 10o' -0' - - MIN. (3) CONC . ANCHORS PER DOOR LEAF DETAIL Yv 7/8'x2' 'WIDE WHITE DOOR -�� GEORGIA MARBLE THRESHOLD SEE SCHEDULE FOR FLOOR FIN. C.T. EL. 100' -0' -- FIN. FLOOR N DETAIL 4 - -2 DOOR - VCT -1 i FULL - LOUVERED DOORS/ n LOUVERED 1/4" POLISHED PLATE GLASS BI -FOLD DOORS W/FINGER PULLS ON UNIT - BALL BEARING TRACKS & GUIDES m 1 E F 1/4' CLEAR WIRE INSERTED GLASS �v ' 2 " C3 _1 CIO ) e. C-3 DOOR _ - (\j .v cv � C r , D (REVERSED) TAPERED VINYL EDGE STRIP STEEL TROWELLED CONC. FIN. FLOOR DETAIL 2 20 VINYL CARPET STRIP AT DOOR CARPET -, r rr-VCT UETAIL THRESHOLD DETAILS SCALE: 1 1/2' = 1'-0' .ri C Y . 'oc �� L L D U Lo W U o c Z N Q �o co U- U Q_ O cn Q U) w Ca z 1­, . v a O J Hz • j U) (n N • z Z O3 N F�- w C3 U) 0 s c� cn U 0 C.� Z C3 H ZD LLJ U LL U- CD ci �d C3 W U) � WK 87056 DETAIL � SUM09Af3 A -ZO 7 ° NME W/ (3) ADJ . ACAS PER JAMB 1 CONNECTION � i' -o 1/4' _ GYPSUM DRYWALL ON 3/4' FURR. i6' O.C. - 8' CMU -R /C LINTEL - CAULK GENERAL NOTES PROVIDE CMU LINTELS AT OPENINGS AS FOLLOWS: 0' TO 4' -0' - - -- 8'x8' NOM. W ITH 2 - #5 T.& B. 4' TO 7' -0' - - -- 8'x8' NOM. WITH 2 -#6 T.& B. 7' TO 12' -0' - -- 8 'x16' H NOM. WITH 4 - #6 BTM, 2 - #6 TOP (2 LAYERS) SEE MECHANICAL DRAWINGS FOR RETURN -AIR DOOR LOUVER REQUIREMENTS. x = CLASS 'B' LABEL OPENING. - - O.T. FLOOR ON SETTING BED r EL. 100' -0' • _ - FIN. FLOOR Oj e DETAIL 3 � U 0 . oN �oa� FLAT VINYL STRIP DOOR SVF VCT DETAIL r3 -2 1/2'x1/2" 3/4' JAMB WOOD TRIM BIFOI_D UN1 3 5/8' STUDS 16' O.0 W/ GPDW EA. SIDE BOX HEADER 3/4' SHIN SPACE LOSET OR TILITY SIDE I]E fAIL HEAD JAMB DETAIL SCALE: 1 1/2" = i' -0' METAL THRESHOLD H. M. DOOR SET IN WATERPROOF ADHESIVE H.M. FRAME 10o' -0' - - MIN. (3) CONC . ANCHORS PER DOOR LEAF DETAIL Yv 7/8'x2' 'WIDE WHITE DOOR -�� GEORGIA MARBLE THRESHOLD SEE SCHEDULE FOR FLOOR FIN. C.T. EL. 100' -0' -- FIN. FLOOR N DETAIL 4 - -2 DOOR - VCT -1 i FULL - LOUVERED DOORS/ n LOUVERED 1/4" POLISHED PLATE GLASS BI -FOLD DOORS W/FINGER PULLS ON UNIT - BALL BEARING TRACKS & GUIDES m 1 E F 1/4' CLEAR WIRE INSERTED GLASS �v ' 2 " C3 _1 CIO ) e. C-3 DOOR _ - (\j .v cv � C r , D (REVERSED) TAPERED VINYL EDGE STRIP STEEL TROWELLED CONC. FIN. FLOOR DETAIL 2 20 VINYL CARPET STRIP AT DOOR CARPET -, r rr-VCT UETAIL THRESHOLD DETAILS SCALE: 1 1/2' = 1'-0' .ri C Y . 'oc �� L L D U Lo W U o c Z N Q �o co U- U Q_ O cn Q U) w Ca z 1­, . v a O J Hz • j U) (n N • z Z O3 N F�- w C3 U) 0 s c� cn U 0 C.� Z C3 H ZD LLJ U LL U- CD ci �d C3 W U) � WK 87056 DETAIL � SUM09Af3 A -ZO 7 ° NME W/ (3) ADJ . ACAS PER JAMB 1 CONNECTION � i' -o 1/4' _ GYPSUM DRYWALL ON 3/4' FURR. i6' O.C. - 8' CMU -R /C LINTEL - CAULK GENERAL NOTES PROVIDE CMU LINTELS AT OPENINGS AS FOLLOWS: 0' TO 4' -0' - - -- 8'x8' NOM. W ITH 2 - #5 T.& B. 4' TO 7' -0' - - -- 8'x8' NOM. WITH 2 -#6 T.& B. 7' TO 12' -0' - -- 8 'x16' H NOM. WITH 4 - #6 BTM, 2 - #6 TOP (2 LAYERS) SEE MECHANICAL DRAWINGS FOR RETURN -AIR DOOR LOUVER REQUIREMENTS. x = CLASS 'B' LABEL OPENING. - - O.T. FLOOR ON SETTING BED r EL. 100' -0' • _ - FIN. FLOOR Oj e DETAIL 3 � U 0 . oN �oa� FLAT VINYL STRIP DOOR SVF VCT DETAIL r3 -2 x = CLASS 'B' LABEL OPENING. - - O.T. FLOOR ON SETTING BED r EL. 100' -0' • _ - FIN. FLOOR Oj e DETAIL 3 � U 0 . oN �oa� FLAT VINYL STRIP DOOR SVF VCT DETAIL r3 -2 q JQ'� OQ • 0 71-0 1 i i i CA 23' -2 1 /A' 0 zN \ f �l \� UNASSIGNED '. � HAL #C ELEC. 0 NECH. NIV \m � ... ....... ......... i �IIDIDll➢111Illllll] Mr 70'-8 1/2' _v 24' -4 23' -2 1/4' - rTrrTr rff 0 � O �� MEN �/ \,\ VANITY � /� PH O TR LOBBY / fG T VEST. / E VN p %VATY / M / UNASSIGNED O O � HALL !P n � Eu O O EL EVATORS $� j 0\ o o o PUBLIC �9 \ LOBBY F .mo N-— GROUND FLOOR REFLECTED CEILING PLAN SCALP. 1/8' = 1' -0' C� Q���a; 0� ' , lb N � KEY PLAN < SUMOBA21 10 7) 0 U • ,o Z °m c a o � m c W 1-- ° � H a O aN W ca z H Co W Q O to z J z • J t3 Z -4 -4 U N * 4 CD Z H H U w E-- w I w Cc CD CD L.L CD CD co C.D M L1.J u H LL. LL. O H M W x CI) 87056 A-211 y 3 Q U-J �o v O C3 U � 1 AA BB ro) • Z H =+ �n N Q Q c M Ct co O v U- 4 H U a O �- Q `n ac w W z H CD O wa Z J Ha F-- 3 • J fA (n N • Z r+ O N Z U N J D W I-- C� W J Z ll. Q W ___I ti q L� C) Z C: H LL H LLl Co U CD CJ W Cn Z H M H m LL1 U H L- LL. C:) Q C.) H C) LL! x m to 87056 SUM08A22 A-22 V CMU (TYP . ) SEE ARCH. DWGS. y W12x65 23' -2 1/4' 7' -6' 7' -6' 70' -8 1/2' 24' -4' W 23' -2 1/4' 0 '_ ` TYP4 O °' do �V 45' may, • , ,'/� / L C.J./ / V = V \ y/ o OA 7 , -2 , 1 Ir (7, -2� OA / �,2 ♦` ` \�\ �� ob .1 - 1, / % > W 12x 106 < ! ' \ `¢` I \ 8 / 0 < ` W 1Zx 106 � .<` Q = O Ob • cv I - I� I t T /SLAB ,`Z ♦ \ S 3 I I S.J. 1 I � ,O / \� I I EL. 100 y / /� / �' 1 ' co / / t 1 \ \ (88.0 MSL) ♦ \ \ \ ♦ ♦ ` 'C Ob iv 6` 5 W 14x 99 / ` / ` W 14x 132 ` Wi2x65 � " E— a �► /'\ \ VI to W12x65 W14X109 / \ W14 M69 ` �,• \ ` \ "'000 `Ob `0, 0. \ 00 0 S . J . - �b / — — — -- — � , � F , � ,O l � ♦ \ ♦ / / ♦ O •' ♦ ` / / gyp, / 9 I I I I W12x87 , ♦ �b / / ♦ 2 / ♦ \ \ I IJ \ / l / \ ♦ \ ♦ \ S-3 do W12x65 / �♦ Q \. �' ♦ 6 6\ J• ♦, \ O b O < Q ♦ q \ / I I / Q' / / i 112x65 b o 'v 11 .1 c000 /, /, \/ X 96 `� ` ` ` ` ♦/ S. J i ,2 / '� / / , / / 0 '� ' ♦ ^ \ \ ` ,� / , � / � ♦ 1 W 2 72 I � W8x67 O / ♦ / /- � Q \ \ / / %Sc S `Ob . cJ A b \ i ,0 2 SUMO2SOI U H C) O m Ll- Z H 0 H m W U H LL. LL O Q U H 0 W x I U) 8/05ti I S -1 ♦ \ \ 1 X W / 8x481 i `o / } ' 7 -4 5 -0 5'-02L7' -4 �, 1 3 -6 �1/2 2 ' -0 , < �� \r, I — 1 TYP. ��- s > , .,�o ♦ ` �\ \ V•Ob ` \ \ \ ` ♦, /.� \ 0 ,2 to ��' i .� F -2 ' «I ♦ \ / , � ,`� o s• .�' ` ` W12x65 ♦ \ Lcl _ _ 1 - y - I \ - / \ 1 \ \ \ \ 0 + _ I / / • / ASPHALT O� \ � r\ t_ _ \ / / ,�/ / �\ PAVING ` ♦ \ ` ` ''- fir 1 W8x 48 I \\ / oo C.J. � / / / \ 2 W12x65, , / / / / \ \ W12x65 ' / / 6`• oo � TYP . 3 \ /• / / \ � \ \ , / W12x651 I -i I I ',,O OHO ` < i r OA�.� \ S -3 W12x65 // ol `\ � / ASPHALT / �� \ / ` \ PAVING — ; G / / TYP. ' \ ` �Z \ '101 / .� , � ' / \ ASPHALT y \ Wi2x65 E-- ` W12x65 PAVING 7' 7' W12x65 v / FOUNDATION / SLAB PLAN �'`� ` v ` W12x65 cam• � � /• \ 0 _ X \ . v Q w —� 0 U • trn co Z H :+ M N Q • 0 m cr. W .+ ° �— LL H a U O U) 4 cc w W ca Z z W Q O J z z W N y U N cl- m W v ,0 2 SCALE: 1/8' = 1' -0' INDICATES 2' STEP (U.O.N.) S.J. INDICATES CONTROL JOINT - SEE DETAIL, DWG. S -2. C.J. INDICATES CONSTRUCTION JOINT - SEE DETAIL, DWG. S -2. F -i INDICATES FOUNDATION TYPE - SEE SCHEDULE, DWG. S -2. INDICATES BASE PLATE TYPE - SEE DETAIL, DWG. S -2. I� INDICATES COLUMN TYPE - SEE DETAIL, DWG. S -2. cJ A b \ i ,0 2 SUMO2SOI U H C) O m Ll- Z H 0 H m W U H LL. LL O Q U H 0 W x I U) 8/05ti I S -1 ♦ \ \ 1 X W / 8x481 i `o / } ' 7 -4 5 -0 5'-02L7' -4 �, 1 3 -6 �1/2 2 ' -0 , < �� \r, I — 1 TYP. ��- s > , .,�o ♦ ` �\ \ V•Ob ` \ \ \ ` ♦, /.� \ 0 ,2 to ��' i .� F -2 ' «I ♦ \ / , � ,`� o s• .�' ` ` W12x65 ♦ \ Lcl _ _ 1 - y - I \ - / \ 1 \ \ \ \ 0 + _ I / / • / ASPHALT O� \ � r\ t_ _ \ / / ,�/ / �\ PAVING ` ♦ \ ` ` ''- fir 1 W8x 48 I \\ / oo C.J. � / / / \ 2 W12x65, , / / / / \ \ W12x65 ' / / 6`• oo � TYP . 3 \ /• / / \ � \ \ , / W12x651 I -i I I ',,O OHO ` < i r OA�.� \ S -3 W12x65 // ol `\ � / ASPHALT / �� \ / ` \ PAVING — ; G / / TYP. ' \ ` �Z \ '101 / .� , � ' / \ ASPHALT y \ Wi2x65 E-- ` W12x65 PAVING 7' 7' W12x65 v / FOUNDATION / SLAB PLAN �'`� ` v ` W12x65 cam• � � /• \ 0 _ X \ . v Q w —� 0 U • trn co Z H :+ M N Q • 0 m cr. W .+ ° �— LL H a U O U) 4 cc w W ca Z z W Q O J z z W N y U N cl- m W v ,0 2 FOUNDATION SCHEDULE FDN. TYPE WIDTH x LENGTH DEPTH REINFORCING REMARKS T/ FTG. ELEVATION TOP BOTT. F -i l0' -0' x 10' -0" i' -l0' 11- #6 E. W. !i- #6 E. W. F -2 9' -0" x 9' -0' i' -6" 8 - #6 E. W. 8 - #6 E. W. F -3 8' -6." x 8' -6' i' -6' 8- 06 E. W. 8- 06 E. W. F-4 8' -0 ' x 8' -0' i' -4" 7- #6 E. W. 7- 16 E. W. F -5 7' -0" x 7' -0" i' -2" 7 - #5 E. W. 7 - #5 E. W. F -6 9' -0' x 15' -6' 1' - 4" 15- #6 12 #6 (LONG) 15- #6 12 16 (LONG) COMBINED FOOTING SEE PLAN 99' -4' THRD BOLT PROD. HEX NUT TOP OF FTG. a EL. SEE SCHEDULE M TACK WELD 3 i /2 1/2'x3/4" HEX NUT 1 BOLT TYP. ANCHOR BOLT DETAIL N.T.S. W (PLAN) POUR THIS AREA - AFTER STEEL ERECTION IS COMPLETED --\ o z a -- Z"ZD = scr N cn Co 0 w ca a w cr >_I 0 a a J O cn 12" N N a T1 ° r1 2" 10" 12' l0' 2" I I I a d N rt N BASE R TYPE a0 SCALE: 1 1/2' = 1' -0' _ BASE tE . (SEE DET'S. THIS 061G.) W.W.F. x - - -- x T /FTG. `3' CL. (TYP.)- u , SEE SCHEDULE i 8" s � ~ 1W U wig i I C-) -4 vi -ANCHOR BOLT SEE SCHEDULE - (SEE OET'S. FOR REINF. THIS DWG.) -- SEE SCHEDULE - - -- __ - -- (SECTION) TYPICAL COLU FT N.T.S. 145 VERT. FILL CELL W/ CONC. @ 4' -0" O.C. SPLICE BARS 36' MIN. PROVIDE DOWELS W/ 10' HOOKS @ FTG. & nu Annuc (-rvn 1 DETAIL A SCALE: 1 1/2' = 1' -0" S -2 0 SCALE: 1 1/2' = i'-0' t COL. & FTG. s 1x2 KEY w I� M v � - -x x - - x-- x - - -x -- IIIII-= j1111 a11 I�IIII IIII = Ilia -- VAPOR BARRIER (TYP.) COMP. FILL (TYP.) TYP. CONSTRUCTION JOINT (C.J.) SECTION SCALE: 3/4' = 1' -0' S -2 SAWCUT (JOINT FILLER & SEALANT) SAW WITHIN 24 HOURS GF POUR. CUT ALTERNATE STRANDS IIIIi = Mli =ll!111- ffin1R TI W.W.F. SEE PLAN (TYP.) TYP. SAW -CUT JOINT (S.J.) SECTION SCALE: 3/4' = 1' -0' &S- W14 1 1/2" DIA. HOLE (TYP.) 746 W / 13 TIES @ 8' O.C. (TYP.) s co 1 1 /2'CL. - (TYP. - f - -8" @ 1 0 8' � - - 10" @ 1 A COL. TYKE O 1 A 4 - #6 'W/ 03 TIES @ 8' O.C. i_ 1/2�- a CL. y TYP. i 8" i COL. TYPE O W.W.F. 7 _ - -- x -- - i 8 0 i SECTION SCALE: 3/4' - - 11-00 - -- S -2 DF -SIGN CRITENIA 1. DESIGN PER STANDARD BUILDING CODE - 1985 WITH 1986 6 1987 REVISIONS 2. LIVE LOADS: ROOFS = 20 psf CORRIDORS - 80 psf MECH. & ELEC. ROOMS = 125 psf ALL OTHER FLOORS - 70 psf PARTITION ALLOWANCE = 20 psf 3. DEAD LOADS: ROOF = 20 psf 4. WIND LOADS: BASIC WIND SPEED (50 YEAR MEAN RECURRENCE INTERVAL) = 100 mph WIND PRESSURE TO EXTERIOR WALL COMPONENTS = 32 psf WIND UPLIFT PRESSURE TO MAIN ROOF COMPONENTS = 34 psf WIND UPLIFT PRESSURE TO CANOPIES (GROSS) = 45 psf 5. SEISMIC ZONE = 0 STEEL 1. STRUCTURAL STEEL SHALL BE OF ASTM A -36 (U.O.N.) 2. ALL ERECTION AND FABRICATION OF STRUCTURAL STEEL SHALL CONFORM TO REQUIRMENTS OF THE AISC MANUAL OF STEEL CONSTRUCTION, EIGHTH EDITION. 3. ALL JOISTS SHALL CONFORM TO STEEL JOIST INSTITUTE SPECIFICATIONS. SPECIAL CONSIDERATION JOISTS SHALL BE DESIGNED FOR CONCENTRATED LOADS INDICATED ON ROOF FRAMING PLAN AS WELL AS UNIFORM DEAD, LIVE, AND WIND LOADS INDICATED ABOVE. 4. CONNECTION BOLTS SHALL BE ASTM A -325. 5. ALL WELDING SHALL BE AS PER AWS SPECIFICATIONS. 6. MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION 1.17.2 OF AISC SPECIFICATIONS. 7. ALL METAL DECK SHALL CONFORM TO STEEL DECK INSTITUTE SPECIFICATIONS. SEE SECTIONS 1 FOR MIN. PROPERTIES. S -5 S -7 CONCRETE 1. ALL CONCRETE WORK SHALL BE IN STRICT ACCORD WITH ACI- 318 -83, fc' = 3000 psi 2. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A185. 3. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL CONFORM TO ASTM A -615. 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS - - - - - - - - - - - - - - - - - - - - - - - - 30 BEAMS --------------------- - - - - -1 1/2' SLABS ON GRADE - - - - - - - - - - - - - - - - - - - - - SEE TYP. DET. 5. SPLICES IN REINFORCING SHALL BE AS FOLLOWS: WELDED WIRE FABRIC - - - - - - -- - - - - 6" ALL OTHER - - - - - - - - - - - - - - - - CLASS C, U.O.N. 6. SPLICES IN TOP REINFORCING SHALL BE MADE AT MID SPAN. 7. SPLICES IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS. 8. ALL REINFORCEMENT SHOULD BE SECURELY HELD IN PLACE WITH STANDARD ACCESSORIES WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY CONTRACTOR TO FURNISH SUPPORT FCR ALL BARS. MASONRY 1. HOLLOW REGULAR CONCRETE MASONRY UNITS SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR HOLLOW LOAD- BEARING CONCRETE MASONRY UNITS" GRADE N -i CONFORMING TO A.S.T.M. C -90. WITH A 28 DAY COMPRESSIVE STRENGTH OF NO LESS THAN 2,000 psi (NET SECTION AREA) . 2. MORTAR MIXES SHALL MEET A.S.T.M. C -270, PROPORTION SPECIFICATIONS AND OF THE FOLLOWING TYPES: TYPE S (1,800 psi) FOR MASONRY ABOVE GRADE. TYPE M (2,500 psi) FOR MASONRY BELOW GRADE, IN CONTACT WITH EARTH. 3. HORIZONTAL REINFORCMENT SHALL CONFORM TO A.S.T.M. A -82, ZINC COATED CONTINUOUS WELDED STEEL REINFORCEMENT STANDARD TRUSSED (9 ga. SIDE RODS AND CROSS RODS). 4. VERTICAL REINFORCING BARS COMPLETE WITH STARTER BARS OF THE SAME DIAMETER SHALL BE PLACED AT EACH SIDE OF ALL DOOR AND WINDOW OPENINGS IN MASONRY WALLS, AT ALL CORNERS AND INTERSECTIONS, AND THROUGHOUT ALL WALLS AT THE LOCATIONS AND SPACINGS SHOWN ABOVE ON THE STRUCTURAL DRAWINGS. CELLS CONTAINING VERTICAL REINFORCING BARS SHALL BE GROUTED WITH CEMENT GROUT CONFORMING WITH A.S.T.M. C -476, HAVING A 28 -DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 2,500 psi. 5. PRECAST LINTEL BEAMS SHALL HAVE NO LESS THAN EIGHT (8) INCHES BEARING AT EACH END OF THE MASONRY BLOCKWORK . v�p ?Pom JV FOUNDATIONS A � ON_1v SITE - - 1. THE FOUNDATIONS ARE DESIGNED AS PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERS: PROFESSIONAL SERVICE INDUSTRIES, INC.. cn . .o ,� 3 c U x rofn v� O U U Z � + M H �+ N �Q `� o co H L U n. O w w w W z C9 W Q 0 c� z J • j (A Z U N U) W U Z_ Q m W Lu V U) Q W C) H 0 Z 0 LL o <z L:J o 0 C_ J u LL 0 < ci w U� SEE THEIR REPORT REFERENCE 1376 -75103 DATED NOVEMBER 12, 1987. �� 8706 2. DESIGN SOIL BEARING CAPACITY = 2500 psf. �- 3 COMPACTION DENSITY UNDER SLABS TO BE A MINMUM OF 95% OF THE 1-1 MAXIMUM DRY DENSITY AS DETERMINED BY ASTM DESIGNATION 0 -1557. 2 - 22-88 10" 10" f -- - - 20 I gy 80 20 � t I _ N - - -- - 9 - a , o W12 3 I Clo 0 ao - 1 1/2' DIA. HOLE ° (TYP.) ! Z NJ f `� •/ Z PLATE THICKNESS = 1 5/8' @ W12x65 1 5/8' @ W12x96 2' @ W12x87 BASE 01 . TYPE CA SUNO3S02 � J "' G u rte►+ i � I Illlrl \171..JJ - G �- SEE SCHEDULE FOR REINF. COL. 6 FTG. 2' -8' 1' -4" 1' -0" �- SEE ARCH. DWGS. EL. 105' - 4' CONCRETE FILLED � U -BLOCK H/ 1 15 CONTINUOUS. STL. COL. CONCRETE ENCASED W/ 6x6xWi.4 xW1.4 W.W.F. CAGE 15 @ 48" O.C. (SEE ARCH. DWG' S) (TYP.) • '• 8" C.M.U. 1/2' CL. HORIZ. MASONRY (TYP.) — •' v •• REINF. @ 16' O.C. EL. 101' -8" SLOPE :, o D �: (TYP.) 12" C.M.U. 4 BRICK IIIIII- •. ° �•' 1111! 1/2" P.J.F. SEE ARCH. DWG. (TYP.) o = W.W.F. 4 C.M.U. .' :• EL. 100 r 3 (TYP) IIIIII • ' 'IIIII '.�.•� .�'• .. _ _ — I I IIIII = IIIIII= FII EL. 981-8 r p - D v O D 2' L. D ° 2' -4' SO. x8" CONC D e. SEE SCHEDULE FOR FTG. ° ° SIZE AND REINFORCEMENT. .O CA D a •D • D • 1 15 @ 48" O.C. DOWEL r (TYPI.) W/ CLASS "C" SPLICE. SECTION 1 SCALE: 3/4" = 1' -0" S -3 IL 6' -0' 1' -0" 4" BRICK- SEE -�� ARCH. DWG S. EL. 99' -Ii 112' 1/4' @ i/4" R 48 ' O.C. EL 99' -7 1/2' 1 #5 CONT 8' CMU WALL - 9 GA. HOPIZ. JOINT REINF. EVERY OTHER COURSE 112" P.J.F. TYP. SLOPE 1/2' W.W.F. (TYP.) = a. EL. 100' -0' SLOPE - • X _ - •x- x x x X, . x' x °x x• x' x x = �- 4 " = IIIIII = IIIIII�=-111111- J I IIIII i :•• ` _ — 111111 = A r I e' 4 " C.M.U.— X 80 - ° a ASPHALT , I . 15 DOWEL @ o PAVING •' 48 O.C. 3' CL � (TYP.) 8' 8' 8' SECTION 4 SCALE: 3/4' = 1' -0" S -3 3 15 CONT. W/ #5 @ 16" O.C. 0) CONCRETE ENCASED COLUMN • °'o •• EL. 99' -7 1/2" @ H.P. 3' (TYP) ' ASPHALT PAYING (SEE CIVIL OWG'S.) •' • SLOPE - 8" CMU WALL BEYOND AS REO'D. s 0 v iv — n A 11111111111 -= • 1 1/2' CL (TYP.) _ L4x4x / 4 W /1/2' DIA 2 6 ANCHORS @ 12" O.C. AS REO'D. 15 @ 12" O.C. E.W.E.F. (TYP.) 9'-6 1/2 c PROVIDE 2 - 15 ALL AROUND • (TYP.) - J 3 "CL. (TYP.) 11' -6 1/2" /5 @ 12' O.C. TOP & 80TT. #5 @ 12" O.C. TOP 6 BOTT. 4' -8' PLANTER SLOPE SLOPE IIIIII 11111 `— �IIIIII IIIIII HORIZ. MASONRY IIIIII =__ REINF . @ 16' III I II =III I I, D.C. (TYP.) � - 4" C.M.0 (TYP.) 4" (TYP . ) - �- 8' CMU (TYP.) EL. 99' -7 1/2" o N ASPHALT PAVING T 1 (SEE CIVIL OWG'S.) SLOPE o III 11= EL. 98' WELL COMPACTED FILL 2 15 CONT. W 15 @ 16" O.C. (TYP.) C 3' CL. (TYP. SECTION SCALE: 3/4' = 1' -0' S -3 C.M.U. WALL BEYOND. 1/2" P.J.F. _ 1 - 15 CONT. SEE CIVIL DWG S. W.W. SLOPE T SLAB x x=-, x-=- x EL. 99'-10' III Ilill — 811 111M 1 1 = [­ - TYP Illll� -=- VAPOR BARRIER (TYP.) _ COMP. FILL (TYP.) o • • C•� 3 15 CONT. W/ 15 TIES @ 16' O.C. 3" CL. (TYP.) 2'-0 " SECTION r6 SCALE: 3/4' = i' -0' �3 PROVIDE 2' -0 SO. BLOCK -OUT FOR HYDRAULIC ELEVATOR PLUNGER (GROUT AFTER INSTALLATION) VERIFY REQUIREMENTS W/ ELEVATOR MANUFACTURER x 3/4 CLR. 4' BRICK (TYP.) FIN. GRADE EL. 100' -0" IIIIII -= lllll 8" CMU FILLED CELL REINF. (SEE PLAN FOR LOCATION) 112" P.J.F. (TYP.) W.W.F. EL. 100' -0' x • 'x- 1111 =111 (TYP.) WATERPROOFING • • (TYP.) (TYpK�Y W/ WATERSTOP SECTION SCALE: 3/4 = f'_0• S -3 8' CMU WALL 15 @ 48' O.C. (TYP.) El. 100' -0' H.W.F. 1/2" P.J.F. (TYP.) � d . ^X �.'. '= - %�ck- X' :X�X =-X =: ; : : =. . �IIIIII- 111111 R x X =x - 111111- 111111 = 11111! ::: 11111 = 111111 e" (TYP.) IIIIII- :.: = IIIII 15 DOWELS (TYP.) � p SECTION 7 @ 12' (TYPS) SCALE: 3/4 1' -0' S -3 1/2" P.J.F. 4' SLAB (TYP.) W.W.F. (TYP . ) EL. 100' -0" EL. 98' -10 X X X " —X — J =-X =– - -=-� . M VAPOR BARRIER (TYP.) COMPACTED FILL (TYP.) 3' CL. 3 15 CONT. W/ #5 (TYP') TIES @ 16 O.C. 4 - B r 1'-0' (TYP . ) 15 VERT. SEE PLAN FOR LOCATION HORIZ. MASONRY WALL REINF. @ 16' O.C. (TYP.) /- --1/2 P.J.F. 4' C.M.U. ALTERNATING W/ 4' BRICK -SEE ARCH. OWG'S (TYP.) - -- _ 8" CMU--__ r 12 C.M.U. o o Q SEE SCHEDULE FOR FTG. SIZE AND REINFORCEMENT SECTION SCALE: 3/4" = 1' -0' W.W.F. EL. 99' -10' X �X=� •X' • • ••. 1 11111 - 111111 =_ _ 11111= 111111 o EL. 98 -8 • •b e • • e SECTION r9 SCALE: 3/4' = 1' -0' �-3 cn . w3c c U Y o Z H •�+ `'' N O u Fcc Q v H a U QQ w to wa Z z ?U) z� U N C ) H Q W U) Z 0 U LLJ U) Z U H Q n z U LL CD Q 0 "i 0 o CIO w U Q U W L rrnn CL 87056 lt/iwa SUM03S03 S " 3 l I 2' CL. — IIIIII = IIIIII — Illlll— 2' -4' SO 8' CONC. ENCASEMENT 3' CL. v SLOPE r . •° ': '• .'IIIIII =— IIIIII — IIIIII = IIIIII 11111! =— IIIIII = IIIIII T /FTG. .° - EL. 98' r BASE PLATE AND ANCHOR o ° . BOLTS -SEE PLAN e v O p °' O ° p O SEE SCHEDULE FOR FTG. SIZE AND REINFORCEMENT. SECTION r2 SCALE: 3/4' = 1' -0' S -3 o w m + `9 + b b l AA BB 70' -B 1 / 23' -2 1/4" 24' -4' 23' -2 1/4" i I I v , X 1/4' BENT PLATE CONT. X N_ N \ 13 MC I MC I MC I MC 3 I �/ 45' \ � TYP. W21 x44 W21 x50 W21 x44 X X r1 I N X N �( 3 N 3 C' I 3 V CV N (D (D w w (D (D (.O N N -t 3 I-i N (V N N N N N Cu CV N N 1-1 X X X X X X X X X x x X X f * fp'� CU V V (a (D (O (D W (O (O V V (NJ \ `," i i ri Ti r1 r-i r1 1 ri rt i r1 r1 ri 3 3 3 3 3 3 3 3 3 3 3 3 - EQ. SPACES / , 2 � W21 X44 MC MC s `L �c' S h 5' -0" 10' -10 X12" y� N�c OPEN o 0 ro ���o tit ti`° �� �� 4` �"-'I OPEN 4 - 1 ti DI A . c'6` b �� • �S.o �''�� �►''�� -}`L� O ss ,�`0� � \ j � - �� X2 Ay ��-�- l6, c�6• �\ �• `J6 po LLJ c 3 `�� ►��0�2 w 1 �b ,V FOR CANOPY FRAMING SEE DWG. S -S s�s N SECOND FLOOR FRAMING PLAN SCALE: 1/8' = 1' -0" MC - INDICATES MOMENT CONNECTION y I e I �/6 ), A IA / ON v � Y 3 to O v - 7 L L 0 U i • to (D U cn o z �m Lo N d . n U1 m c w '" o 1-- 00 -1 SL a. U � N w LLJ (� L > z W Q j C) q z 'L Z _ ► , .t J U) (n N • Z vi Z (� C3 0i N ; I® co cc f-i U- CS CD CD --i C-) C) W cn CD m L1J Li- CD LLJ m 2f 87056 j -4 SUMO2301 F j �O 'O v c C] a L L p U 1 ,_ 4 r SEE ARCH. DWG'S. 1/4' BENT PLATE CONTINUOUS L3x3xi /4 @ 24' O.C.- - 3 5/8' METAL STUDS SEE ARCH. DWGS. TYP. >---- 1/2' PLATE TOP & BOTT. (TYP.) TYP. METAL FLOOR DECK (COMPOSITE, GALVANIZED G90) MIN. PROPERTIES 1. MIN. THICKNESS = 22 GAGE 2. SECT. MODULUS = SN = 0.189 IN ' /FT. 3. MOMENT OF INERTIA = 0.149 IN ' /FT. <TYP 4. NOMINAL DEPTH = 1 1/2' SEE ARCH. DWG'S. 3/16' 5. FY = 33 KSI 2' 2 -12 W.W.F. EL 112' -8' 3 5/8' METAL STU SEE ARCH. OWG'S. • -W i6 �-- COL. BEYOND { {I I I II W24 SECTION 1 SCALE: 3/4" = i' -0' S -5 { rr M <TYP. W.W.F. ��^ p —<TYP. EL. ii2' -8" II II W16 -- _� PLATE N.S. W/ 13/16' DIA.x2' LG. SLOTTED HOLES (TYP.) i � -Wi6 W21 i� BACKING BAR TOP 6 BOTT. (TYP.) �- -< TYP. (TYP. MOMENT CONN. DETAIL) SECTION 4 SCALE: 3/4' = 1' -0' ( 9SI-5 EL. 112' -8' 1/4" TEE W/ 3/4" 3/8' SHI c� z 'v °- 1 U 0 0 m SECTION SCALE: 3/4' = 1' -0" 8' CMU WALL BEYOND CONT. L3x3xl /4 W/ 1/2' DIA. EXPANSION ANCHORS @ 24' O.C. Sxl6 CONC. BM. 2 - 15 CONT. W / #3 TIES @ 18' O.C. 8" CMU 8x8 PRECAST LINTEL 8' CMU WALL BEYOND 6 S -5 EL. 112' -8' v SECTION 2 SCALE: 3/4' = i' -0" S -5 1.1 1.1 r- 421 SECTION 5 SCALE: 3/4' = f' -0' S -5 3/8' BE (TYP.) DETAIL SCALE: I = 1' -0' S -5 4. DETAIL (TYP.) i SECTION 7 SCALE: 3/4' i' -0' S -5 TYP. JT PLATE CONT. W.W.F. v EL. ii2' - 8' Wi6 W16 L3x3xi /4 @ 24' O.C. L3x3xl /4x1' - 5' LG. @ 24' O.C. EL. ii2' -8" 4 R M.C. DETAIL'S SEE 3 S _ 5 „1'Y VVL. SEE ARCH. DWG'S. M� 1/4' BENT PLATE W • W • F • EL. 112'-8' V CONTINUOUS 3 5/8' METAL STUDS SEE ARCH. DWG' S. - I I I I I I I I L3x3xi /4 @ 24' O.C. I L3x3xl /4x1' - 5' LG. I I @ 24' O.C. I { W i 6 W33 COLUMN M.0 BACKING BAR TOP & BOTT. (TYP. MOMENT CONN. DETAIL) SECTION 3 SCALE: 3/4' = 1' -0' S -5 SEE DETAIL - L3x3xl /4 W/ 1/2' DIA. EXP. ANC'S. @ 24' O.C. (TYP.) 8r 2nd FLOOR ST AIR "B" PLAN SCALE'. f /a' 0 — co m X co 3 'v I !0' -0' L3x3xl /4W/ 1/2' DIA_ 1,_6r ll -2� 4" SEE DETAIL A EXP. ANC , S. @ 24 ' O.C. S -9 (TYP.) — °D I I t 1 - MC 12x 10.6 r 8 4'_2r 4' -2" 8' . MC 12x10.6 C> - - . _ S -9 •� i 1 n S -g io x -- ` 1 • x m • MC 12xi0.6 S cv . •.: - — �, T ao 1 3 • S -9 I { B X N SEE DETAIL �`' o , 3 S -9 in 2nd FLOOR STAIR "A" P LAN SCALE: 1/4' = i' -0' Z o (D H N O Q N mcr. dD J H " U CL O N acc w ca Z CD w a O zz J ►-, a • J t3 (' N • Z �+ y U N 4 U) G U U LLJ () CD U Ll- 0 Z 0 W U) _y } 87056 S _5 SUMO6S05 70' -8 1/2' 1 la , I I r SEE S 10 FOR ENLARGED PLAN � ��\ \\ \�. \` � � / .�• � / `\ �ti s �, \� ,' , ti e Cl LLJ LLj �\ , � \ Ue \ ''�pQ k � / / `� o \ ♦\ /'�' b oo � ,'1p o ROOF FRAMING PLAN / SCALE: 1/8' = 1' -0' �\ / SP INDICATES SPECIAL CONSIDERATION JOISTS - �\ SEE STRUCTURAL NOTES. � - INDICATES BOTTOM CHUPD EXTENSION WELD � TO COLUMN ONLY AFTER ALL DEAD LOAD IS IN PLACE. 0 ROOF MOUNTING E©UIPMENT DESIGN LOADS: HP -1 = 3575 # HP -2 = 3575 # HP -3 = 1810 # HP -4 = 1810 # HP -5 = 1810 # �J --t SUM08S06 CD Z H �l H m w U H LL O C� h-� Ll..! m 87056 5 -6 ---i 23' -2 1/4' 6 E0. SPACES 24' -4' 6 E0. SPACES r 1 h 'l-N 23' -2 1/4" 6 EQ. SPACES 1 0 c + \ TS 2 1/2X2 1/2X3/16 I S -7 I TS 2 1/2X2 1/2X3/16 o + 3x3 CONT. 'd14x22 ' MC 'W,14x22 - MC ' MC W14x22 - ' 45" Jy`oa ti \ TYP. T.O.S. 123' -i' *" �- r'S. \o 0 / i 1 A. / rt rt tt rt N N N N N rt rt t .t Y ti \� I Y Y Y Y YI YI YI Y Y Go Y Y Y Y Vo , / o f o � NI v I cfl cn I cn co I cn I v I NI ♦ / . rt r1 Tt rt t A N A. oll o , ti \ s \ V o , o / fl 12 x 16 y. �� \ \ • / �, T . 0 . S . 123 \ i Al A. \ , / / -�y0 / / /� \ /y, ti t / / \ ` / .�� ►,2p `\ , \ ` \ ♦ \b ` 0 je V v P-3 Al \ ' AV J �\ / 0�0 9/ , \ \ I CPENI ♦/ /�_ 6 \ O , \ ♦ \J /' ' ♦ ♦\ O j,S' ` �`� �/ ` o ff: / 1 4" CONC. I \\ �� / �• \ 9� \ / o ,- � �'� C ' / '/' ,' `� I SLAB I > \ \ , �, • / \J \ \� •o/ \ -.r ,- aa`L \ \ \♦ / / ♦ -L2 1/2X2 1/2x1/4 , 123 - 7, . �'� / / \ \ 5� / c� Y •C' \ �! /� ` /� `�` \ / / �\o�, `�\ 1 CROSS BRIDG. (TYP.) X04 5' o / G /� I 1 �p k \ o, �� `�` / , O ' �� f I rl TS 2 1 /2x J ' ' \ ti\ ♦ �' , �♦ , ♦ b0 ,,1 ♦` �' \\ \ ' / \ /\ // � / �, � \ �� � `� • ?J ,' Q�' � ' 2 1/2x3/16 ' s� `\ � ,' \ , lsi ♦ ��- '� , ` �i oof, ti p , 's b y , �.� 1 \ i < i \ �/ i ♦ ♦ , ,1 h' •\ , p ` , l �,/ / 9 , A. CNJ OPEN � / ♦ y •1p \ , / � \ � / / \ A. i�- / vO \ '/ \ O, \� / O , ♦\ p 5 \♦ /\ p HP -� \ / /� , �• HP i \ / l / Je \ ' .1 ��• / \/ p. / IV O Zr y 3 m O v L L � U U Z cn H i c*l U) M rr W ° H � u- Q H a U a Q� w W z f-. C7 w a O J za • -j vi 0 z V4 U N Ll - c-_ v ` ,' \ \� �' >c / . �, •\ Lixixi /8' HORIZ. BRIDG . (TYP . ) T 0 S 123' -9 TYP. GALVANIZED (G90) INTERMEDIATE RIB ROOF DECK 8 1/2' L3x3x1 /4 CONT.- P SEE ARCH. (TYP.) -� WELD AFTER ALL JOIST DEAD LOAD IS IN PLACE > 3/16" � 3/16" i 3/16' 1 SLOPE I E MIN. PROPERTIES 1. THICKNESS = 22 GAGE 2. SECT. MODULUS Sp = 0.111 IN' /FT. Sn = 0.120 IN '/FT. 3. MOMENT OF INERTIA = 0.120 IN ' /FT. 4. NOMINAL DEPTH = 1 1/2' 5. Fy = 33 KSI T /JOIST _ EL. 123' -3 1/2' W16 JOIST MANUFACTURER TO PROVIDE A SINGLE LINE OF BOTTOM CHORD BRIDGING o NEAR THE FIRST BOTTOM �- 14K JOIST W /EXTENDED CHORD PANEL AS REQUIRED END & EXTENDED BOTT. TO RESIST WIND UPLIFT. CHORD (TYP.) `- L3x3xi /4 @ 24' O.C. SECTION 1 SCALE: 3/4' = 1' -0' L3x3xi /4 CONT. - SEE ARCH. (TYP.) L3x3xi /4 @ 24' O.C. (TYP.) r i �< TYP. 3/ 16 1/4' STIFFENER PLATE @ i BRIDGING LOCATIONS ti Wit - BRIDGING SEE PLAN 14K r> I M METAL DECK EL. VARIES SEE PLAN 1/4' PLATE @ BROG. LOCATIONS (TYP . ) f4K JOIST i 7- W21 W12 SECTION 2 SCALE: 3/4' = 1' -0' 11 IN �j—<TYP. TYP. EL. VARIES 123 -7" HIGH 123' -1' LOW �N2f BACKING BAR TOP 6 00TT. (TYP.) W12 COL. (TYP. MOMENT CONN.) SECTION 3 SCALE: 3/4' = 1' -0' nGl SECTION SCALE: 3/4' = 1' -0' G r44 EQUIP. CURB PROVIDED BY MECH. CONTR. (TYP.) CONT. L3x3xi /4 4' CONC. SLAB METAL DECK 2" -{ TYp , METAL DECK — EL . 124' -6' 3/16 < TYP. 2 METAL DECK SLOPE SLOPE SLOPE SLOPE .' �'-� '. ; - - - - -- - --------- - - - - -- � EL. 124' -9 i/2" i O — EL. 123' -i" EL. 123' -3 3/8" - -- _ j 8x16 CONC. BM. O r 2 - 15 T. & BOT. CONT. #3 TIES @ 12' O.C. - - - - -- -- - - - - - - - - - --- -- r • CV ! zi OK JOIST PLATE-1/470 W/ PLATE-1/47x7 W/ CONT. L6x6x i/2 / 1/4' BENT PLATE IOK JOISTS 14K JOIST 14K 8' CMU WALL (TYP.) 14K JOISTS - W 5 112' 1/2' DIA. ANC'S. 1/2' DIA. ANC'S. 3/8' GUSSET PLATE - 15 VERT. 4 4 @ JOIST 3/4 ' DIA. A.B. @ 18' O.C. 8x13 TIE BM 8x13 TIE BM 445 CONT. W/ 445 CONT. W/ #3 TIES @ 12 O.C. #3 TIES @ 12 O.C. JL SECTION 5 SCALE: 3/4" = 1' -0' LOADS NOT FALLING @ PANEL POINT JOIST CONCENTRATES LOAD DETAIL x.r.s. (: S-7 SECTION r6 SCALE: 3/4' = i' -0' S -9 r 9 3/8'— i �r L5x3x5 /i6 (L.L.V.) VERIFY SIZE & LOCATION DIMENSIONS OF ALL ROOF OPENINGS W/ ARCH. & (PLAN) MECH. DWGS. TYP. ROOF OPNG. FRMG. DETAIL D SECTION _ Oi N.T.s SP JOIST SEE PLAN (TYP.) SEE PLAN i� it ju SUM09SO7 D c w 3 r o Q)� D U w U ° Z H u") Q W ° 1- LL H Q U Q. a O r W Qcc w ca H CD z w Q O co z J z • 'v z� Z UN U) L1J C) CD U) 0 H C-) cn Li- C) C) a CD Z H 0 H m LLJ C, H LL L– CD Q C3 H M LLj m ZD cn 87056 S -7 CONCENTRATED LOAD y (2) L'S 2 1/2x2 1/2x3/16 AUU ANULL5 WHO HANGER LOAD IS GREATER THAN 150' HANGER LOAD JOIST REINFORCING FOR CONCENTRATED JOIST. JOIST SEE PLAN W x SEE PLAN � - I N3 W3 � W* (W /s : 3 V6 L3x3 EL. SEE PLAN 50x5 /1 _ L.L.V.) / I zi i w , TYP. �- L50 X I 3/16 TYP. x - X A I TYP. 3 i6 co JOIST --- i/2' DIA. HOLES JOIST I A ( (TYP.) - ,— OPEN I I I (SECTION) CANT STRIP EL. 123' -1" V TAPER RIGED INSULATION FOR DRAINAGE AS REQ'O. SEE ARCH. ROOF PLAN. METAL DECK SEE PLAN C8x 11.5 (TYP.) AS REQ'D. SEE PLAN E _ SEE PLAN TYPICAL HP —UNIT SUPPORT +o- E s -8 W18x35 L3 1 /2x3 1 /2x1/4" N.L. C8xii.5 L.L. (TYP.) — SEE ARCH. DWG'S. 3"- N CANOPY FRAMING PLAN SCALE: 1/4' = 1' -0' H.L. INDICATES HIGH LEVEL L.L. INDICATES LOW LEVEL I I I I 1 I 1 —J I I I I 1 I I rc I Cl L2 1 /2x2 1 /2xi /4' 1 1 1 uj CROSS BRDG.- L2x2 BRACE (TYP.) I I IOKi JOIST W/ EXT'D. END I I w I I I 1 1 I 1 I I W14x22 I I 1 0 L2x2 BRACE -I - i' -7" - 3" 112" x 3" RECESS 3/16v 2 -12 1 EL. 112' -8" L 3 1/2 x 3 1/2 x 1/4" CONT. 3/16 SLOPE !OK JOIST -� SEE SECT. 1 S -7 L 3 1/2 x 3 1/2 x 1/4" x 8" W/ 1/4" STIFFENER PLATE @ JOIST LOCATIONS. 2 1/2' ,,�, EL. iii' -3 1/2" SECTION SCALE: 3/4' = 1' -0' S -8 r EL. 112' -B" r s W16 �3 16 L3 1/2x3 112 CONT.� N \ N EL. 111' -5 112' �r 00 I S -8 Cu W14 A j-,EL . 109'-4 3/4" _ ____ 3 /16� METAL DECK - SEE SECT. SEE SECT. S17 10K � TYP. 3/16 L2x2x3/16' W/ 3 1/2x3 1/2x1/4 'x5' CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8- SEE PLAN FOR LOCATION _ EL. 108' -6' CEILING LINE SEE ARCH. DWG'S. SECTION 1 SCALE: 3/4' = 1' -0' S -8 4' CMU ALTERNATING W/ 4' BRICK - SEE ARCH. DWGS. EL. 112' -8" EL. 109' -4 3/1' _�___ 1 7 CONC. FILLED U -BLOCK W/ 1 #5 CONT. — - - - - -- I �1 8 1 x24' CONC. BEAM W/2116 CONT. 6 #3 TIES @ 16' O.C. L3 1 /20 1/2x1/4" CONT. 1 _- _ - - -__ EL. V A R IES \ SEE PLAN CROSS BRIDGING SEE PLAN 10K r v3 /ifi TYP. L2x2x3 /16' W/L3 1 /2x3 1 /2x1/4 "x5" CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8 - SEE PLAN FOR LOCATION C8 CONT. W/ (7) 3/4" DIA. EXP. ANC'S. STAGGERED @ 6'-0' O.C. - CEILING LINE - EL. 108' -6' SEE ARCH. DWGS. SECTION z SCALE: 3 /A' = i' -0' S -8 In /, b "r,IT PLATE 112' - 4" N \ N CEILING LINE SEE ARCH. OWG'S. SECTION SCALE: 3/4' = 1' -0' S -8 Wi6 --,, _ N m C8 W21 = s CEILING LINE SEE ARCH. OWG'S. SECTION 6 SCALE: 3/4" = 1' -0' S -8 D � v 3 C Y (D ci U p U U Z ocn N �Q u �o H a U ° x U) Q cn cr- w to (9 wa O Ha +�+ (A N Z -4 Z UN 4 U) c� U w U) c1� L H U cr- LL- CIL- C) U Z Co Cpl W C-) F--i LL. L1_. CD - r at , ci Co L l.J x U) 87056 y . 2 -2 2 -00 S SUM05S0 1 s -a 15' -8" WE 3'- 4 SP. @ 3' -0" = 12' -0' 3" _ L3 1 /2x3 i /2x1/4' N.L. ° C8xii.5 L.L. (TYP.) W1 I I I I . � I I�. co� 1 1 1 I I [� v �- 1 I I 1 1 I W I r IOKi JOIST W/ EXT'D. END 1 I L2x2 BRACE _ (TYP.) summon 0 I I I I I I I I I I I I I I w -�- 171 1 1 1 1 i -�- a F 24' -4" J S -8 CANOPY FRAMING PLAN SCnLf'. 1 /n' 1' -0 0... EL. 112' -8' v we W12 COL. SECTION r SCALE: 3/4' = f' -0' S -8 L3 1 /2x3 1 /2x1/4' H.L. C8xll.5 L.L. 4 SP. @ 3' -0" = 12' -0" 15' -8' 0 L2x2 BRACE -I - i' -7" - 3" 112" x 3" RECESS 3/16v 2 -12 1 EL. 112' -8" L 3 1/2 x 3 1/2 x 1/4" CONT. 3/16 SLOPE !OK JOIST -� SEE SECT. 1 S -7 L 3 1/2 x 3 1/2 x 1/4" x 8" W/ 1/4" STIFFENER PLATE @ JOIST LOCATIONS. 2 1/2' ,,�, EL. iii' -3 1/2" SECTION SCALE: 3/4' = 1' -0' S -8 r EL. 112' -B" r s W16 �3 16 L3 1/2x3 112 CONT.� N \ N EL. 111' -5 112' �r 00 I S -8 Cu W14 A j-,EL . 109'-4 3/4" _ ____ 3 /16� METAL DECK - SEE SECT. SEE SECT. S17 10K � TYP. 3/16 L2x2x3/16' W/ 3 1/2x3 1/2x1/4 'x5' CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8- SEE PLAN FOR LOCATION _ EL. 108' -6' CEILING LINE SEE ARCH. DWG'S. SECTION 1 SCALE: 3/4' = 1' -0' S -8 4' CMU ALTERNATING W/ 4' BRICK - SEE ARCH. DWGS. EL. 112' -8" EL. 109' -4 3/1' _�___ 1 7 CONC. FILLED U -BLOCK W/ 1 #5 CONT. — - - - - -- I �1 8 1 x24' CONC. BEAM W/2116 CONT. 6 #3 TIES @ 16' O.C. L3 1 /20 1/2x1/4" CONT. 1 _- _ - - -__ EL. V A R IES \ SEE PLAN CROSS BRIDGING SEE PLAN 10K r v3 /ifi TYP. L2x2x3 /16' W/L3 1 /2x3 1 /2x1/4 "x5" CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8 - SEE PLAN FOR LOCATION C8 CONT. W/ (7) 3/4" DIA. EXP. ANC'S. STAGGERED @ 6'-0' O.C. - CEILING LINE - EL. 108' -6' SEE ARCH. DWGS. SECTION z SCALE: 3 /A' = i' -0' S -8 In /, b "r,IT PLATE 112' - 4" N \ N CEILING LINE SEE ARCH. OWG'S. SECTION SCALE: 3/4' = 1' -0' S -8 Wi6 --,, _ N m C8 W21 = s CEILING LINE SEE ARCH. OWG'S. SECTION 6 SCALE: 3/4" = 1' -0' S -8 D � v 3 C Y (D ci U p U U Z ocn N �Q u �o H a U ° x U) Q cn cr- w to (9 wa O Ha +�+ (A N Z -4 Z UN 4 U) c� U w U) c1� L H U cr- LL- CIL- C) U Z Co Cpl W C-) F--i LL. L1_. CD - r at , ci Co L l.J x U) 87056 y . 2 -2 2 -00 S SUM05S0 1 s -a 15' -8" WE 3'- 4 SP. @ 3' -0" = 12' -0' 3" _ L3 1 /2x3 i /2x1/4' N.L. ° C8xii.5 L.L. (TYP.) W1 I I I I . � I I�. co� 1 1 1 I I [� v �- 1 I I 1 1 I W I r IOKi JOIST W/ EXT'D. END 1 I L2x2 BRACE _ (TYP.) summon 0 I I I I I I I I I I I I I I w -�- 171 1 1 1 1 i -�- a F 24' -4" J S -8 CANOPY FRAMING PLAN SCnLf'. 1 /n' 1' -0 0... EL. 112' -8' v we W12 COL. SECTION r SCALE: 3/4' = f' -0' S -8 0 L L O U TIE BM. 8x16 FOR REINF. SEE SECT. I EL. 112' -8' 2 S -9 W12 OR 16--j SHEAR PLATE 3/8'x2' (TYP.) #5 VERT. W.W.F. METAL DECK W12 OR 16 1/4' TEMPLATE W/ 3/4' DIA. THRU BOLTS 8' CMU EL. 112' -8" METAL DECK U U ¢Q �� U CONT. L3x3xi /4 W/ 1/2' DIA. EXP. ANC'S. @ 24' O.C. 8' CMU (TYP.) TIE BM. 8x16 W/ 445 CONT. 03 TIES @ 12' O.C. W.W.F. METAL DECK X' �— W12 Bx16 TI,- SECTION SCALE: 3/4' = 1' -0" S' SECTION SCALE: 3/4' = 1' -0' S -9 W18 SECTION SCALE: 3/4' = f' -0" S -9 3/4' DIA. EXP. ANC'S. 24' O.C. STAGG. 105' -6" 8x16 TIE BM. 4 — #5 CONT. W/ #3 TIES @ 12' O.C. SHEAR PLATE 3/8'x2' (TYP.) METAL DECK EL. 112' -8' �� nwi nrvn►in SECTION rY'� SCALE: 3 /4 ' = 1' -0' S -9 1/4' TEMPLATE W/ 3/4' DIA. THRU BOLTS i5 VERT. 8 CMU SECTION SCALE: 3/4' = 1' -0' S -9 EL. 112' —1 11' -4' 8' CMU (TYP.) METAL DECK (TYP.) CUNT. L4x3xi /4 (L.L.V.) _ EL. 112' -8' x' x.- x x x'. -- — — — — — — — ---- - - - - -- MC12 STRINGER. (SEE ARCH. DWG.) CONT. L3x3xi /4 W/ CONT. L3x3xi /4 W/ 1/2' DIA. EXP. ANC'S. 1/2' DIA. EXP. ANC @ 24' O.C. @ 24' O.C. TIE BM. 8x16 W/ 4 - 15 CONT. 13 TIES @ 12' O.C. PLAN SECTION L3x3 W/ 1/2" DIA. EXP. ANC'S. @ 24' O.C. 3/8'x2" SHEAR BAR (TYP.) 3/8' PLATE W/ 6 -3/4' DIA.x6'x3' DETAIL SCALE: 3/4' = 1' -0' S -9 LMJ t PLAN W16 METAL DECK EL. 112' -8" SECTION 3/8' PLATE W16 3/8' PLATE W/ 6 -3/4' DIA.x6 "x3" 3/8'x2' SHEAR BAR (TYP.) DETAIL g SCALE: 3/4' = 1' -0' S -9 r e�? k te r" SUM06S49 • Mw Z vi H N C Q W '" �U- Q H . U `� I � N Q "' cc w W z Yi wa O CD z J " a • J N (= N . Z vi 3: UO N * 4 U) t= W Z 0 H w U) CD Z H 0 H m w U H 11.. LL O �1 Q U F—� W Z ♦ ::D V 87056 l� S -9 TIE BM. 8x16 FOR REINF. 2 SEE SECT. S -9 EL. 112' -8' X ' x: X - W16 SECTION 4 SCALE: 3/4' = 1' -0' S -9 z va f0 y 0 O U ► ► 70' -8 1/2' 23' -2 1/4' 24' -4' it 2 3'-2 1/4' I - - - - ­ - 1 1 f loXB =2N -; -- - - - - -- _� _ - 570C 11 06 / IN VERT. \ / O T4 -0 TO EF -17 CUT O \ \ / 1 10x8 loxB / \ O 570 CFM / ' Q �280\CF T O �\DIA. 0 VANITY 5 T5 -C \ DIA. 210 M 1 #H O \ / 6' DIA. ANO \ % 13 CMP O ' [2 ' O 135 CF (EA .) \0 cis, 1 (EA) - O 2908 � c CFM - # O 3 PL ES �� \ b nob 6 \ GkA . BRANCH 6`b O O P , 105 CN (EA) � �� o f , M � o a_ + Oti• O tiQ� 6 PLACES\ LCBBY TEL 1O 9 ,�c ��, 10 DIA"' #G h 405 CFM \ 02`°0 Oi � #K a��i /cy O O (EA.) \ vb 151 tiP• 8 DIA. O h \ O ��\ 1 0 ia\DIA. 220 CFM OC, Q• pa 420 f�,F M Q WOMEN IL 8 m /DIA . 3 M -- O h •�' 270 CFM ° O \ \ 30x12 ' ti 1 24x 1�, 240 CFM VEST. 0 F2] O � 1690 O / O�' O \ \ � ,P 1700 CF rJ �_ DIA .. 0 16x! 440 ob O \ F.D. [] VA TY T� A 6 6 , ©fA. , 30x!4M ANCH � , 850 CF T T4 B OT 6 (61 - 6 DI BRANO� .y O ,- _ _ - 1 - Q - 3750 CFM - _ - - �� 1 / 110 CFM (EA.) g \ \ >Z , !� O 135 EFM (EA. ) HAIL IC _ _ \ 4 PLACES \ TRAN ON \� 30x!4 r �� / O 3 PACES \ UNASSIGNED ',� 6 F .fl- 3250 CFM r r r - ' \ 1 ; UNASSIGNED \ BAAR \ , , s IN`VFRT 4 �� 24X.1 , 105 CFM ' T AM. EQUIP 3750 CF 30x 18 T� ELEV • 580 CFM 4 PLACE T - MECH. . T �� 6 F . D' /O \\ T5 -B ECH.IE �.� ABO #0 S. T4 .A Y '� 6 \ 10' DIA. _ T5 -E 6 \ ` � ,9g1, G \ NO ,� / 500 CFM s O F. 6 DIA . ELEVATORS/ ELEVATORS D5 -H 8/ ,, A , u. 100 CFM g DI 2 (EA) i 200 CFM � 16 la 7 � O 0 , �, \� 860 \ \ ti 0 O M -1 M -6 30x 16 TO < O tiQ�y� \ D4- T MECH . AM. T / l0' DI �' ` / \ \ T 0 O T4 -H T5_H 8' UI _ Ohio 400 �� .16x 10 SIZED \ '/O \ � �- 8 DIA . \ AE OVE T4 -G CFM 370 Cf i� 260 CFM - U �T�l\ \ OR 700 CFM \ \ 0 0 , / O� FUTURE � —�. l0 MIMI . . � Oi 8 � DIA./ , O �_ AD� T I O Q a.� 50 h.� T� G \ N 500 CFM / O ' 16x8 SI7 500 CFM ,E Oi tiP'•� O 200 FOR 700r CFM CFf� 6' DIA. BRANCH O 0 O iQ 100 CFM (EA.) PUBLIC / / �o P / UL \\� \\ �C O �. 1 \ FOR ,6�1TURE �. �� O \ \\ A DITION a 6' DIA. LOBBY IF 1Q 6 PLACES °, \ / 0 l ,o a• N GROUND FLOOR PLAN - MECHANICAL SCALE: pro• - V-o' h • to w z H r+ to N C a W 0 IQ a H a. U a O }- U) Qo w W z CD wa z _j J =� (A N Z .+ Z U N U z 1 z 0 CD 2n CD CD CCD z H C3 H CIO W U H U. LL CD PR� j0 N 3�� KEY PLAN SUMO2M01 U H W Cl� 87055 M -1 aA- - I� EXAM 100 Q 10' DIA. 380 CFM � TI-C 6x6 WITH UD IN VENT TO Ef -2 ON HOOF �1 100 CFM -� UTIL. 104 `� M L P. TLT. 105 11 -n U I EXAM 103 0 I 8' DIA. 250 CFM (EA.) 1 i 0 � O � EXAM 104 8' DIA. - �300 CFM EXERCISE RM. 813 NUNN 8' DIA. 250 CFM Ti -G n � 8' UTA. 250 CFM- i U EXAM 811 T i -K Q I L- 8 DIA. Q 250 CFM (EA.) - I 2 3 C)4 U (LiJ 1-4 FCH CONTINUATION SEE DWG. M -3 --- - - - -- -- LAV. ii0 , 0 [] 6x6 50 CFM [� D UTA0 P_ LT. 202 � O EXAM 101 VU � _ EXAM 200 EXAM 201 I 2 6x6 IN VERT ' 8' . i LAV. IK TO EF -4 ON ROOF 200 CFM i 100 CFM 0 VD � — 6x6 0 0 I - - - - - 50 CFM P. OFFICE lit i UTJL. 203 3 � -10° UTA. J 10" DIA. DI-E i - I -_ 01 -C 8' f DIA. 12' DIA. Di-D 330 CFM . 400 CFM - -� 12' DIA. 200 CFM 530 CFM - D1 -F 725 CFM 30x12 1412 - - - - -- 2535 CFM 1125 CFM Di -B 14x12 , Ti -D T 16x8 L ' - -880 -CF,I - - - - - STAIR DEV S . I 125 CFM _ HALL 102 BUS SHT. A -16 OFFICE 107 ' [] DOWN 10' DIA. - 500 CFM 0 INSUR. 8' DIA. ACCOUNTING 108 8' DIA. 12' D q 315 PIFM - 315 CFM 950 C M- 6' DIA. 10' C IA. 2 - !6 DI-A - F 2 T T 1 -A - -- _ -2 M -F 6' DIA. - M � STAIH #A - - - - - -� [] 160 CFM OI 30x 12 -2 M -6 , JAN #BB , 3485 CFM KAHN rrr r 6' ;DIA. ,;, 14x 12 i WAITING 106 r 16 CFM RECT. TO ROUND r r� TRANSITION ' , L 34X12 _ I F ..SD 3515 CFM — UP 60 FD 14' DIA. FD HP 1 1 BD1 -B 20x8 -.��- RA -� r - BDi -A 1075 CFM -,�- 6, 0 .. 32x18 ... ....... L -- -- i2' UTA. -- - _- -- - -- J - - - 850 CFM Di -G j [] 14x12 [� I 28X 12 ` 850 20x 2_ O 0 EXAM 816 r 159 CFM M „ 6' DIA. EXAM 814 200'IA. EXAM 815 90CFM L � r (EA . ) D1 -H J Ui -I 6' DIA. _ 100 CFM T1 _ (EA . ) , D1 -K o� SPEAK NM. 805 O "--8' DIA. HALL 812 I 300 CFM - 6x6 IN VERT TO 6x6 EF -3 ON ROOF 50 CFM- 140 CFM i 4x �2 � � 1090 CFM [] VU vD � T 1 - 6x6 L A8 802 90 CFM LAV. 804 P. TLT. 803 10' DIA � kV 500 CFM 12 DIA. 10' DIA. Di -J' 59 CFM 360 CFM T i -J �— �� [3]- 6x6 WITH VD IN VERT TO EF -1 LAV 809 ON ROOF 8' DIA. j 50 CFM 1 230 CFM 2 P. OFFICE 810 3 I I P. OFFICE 808 E- - -- - - - - -- -- - - - F V HALL 801 exaM ao7 Z - - - 0rnn 0 A I UTIL. 818 �i 0 v I 1 � 1 EXAM 205 1 V UTA. i 125 CFM i LCLO _ 206 l I (EA . ) - i TI -L 6' DIA. 120 CFM I 12' DIA. 735 CFM I !U Fil 'v' J" i P. OFFICE 207 St R. 209 .SS -- �i LAV 208 FD ❑ CORRIDOR #C -C I OFFICE 819 r - 10' DIA. 340 CFM 8' DIA. i o 170 CFM - 8 DIA• D1 L 170 CFM Wti 0 I i Ll J I I F� i �iOxi01 D1 - o 600 CJM IA. ` 0 �E0 � FM 2 I Q) EXAM 806 I i M. CASELNOVA / HUGHES WAITING 800 � i 8' DIA. 8' UTA. 245 CFM 245 ,FM I 8' DIA. 245 CFM I (EA . ) E ri i i i - -- - C--) z N SECOND FLOOR PLAN AREA "A" - MECHANICAL rl KEY PLAN r� �- 1, o 1 SUMO2MO2 3 U - 7) O U � • LI) (D Z �� H ch N Q H W 00 J 4 -- LL H U ` O t Q (n w W z (9 w a O H Q • J 0 L � U N 4 Q U U Lij L cl- J O CJ Ll- 0 2n C3 U C.� H n H co W C3 H u— u— CD ___J Q LU 2n cn M -_ 1 8x6 J� ro�ro �p� �� Zti 175 CM EXAM 303 6x6 140 CFM TO 6x6 60 CFM \ EF-7 ON ROOF 80 CFM \ VD I VO [3 P TLT. 304 AA �B 6x6 � 100 CFM ' TO EF -9 6x6 ON ROOF 50 CFM LAV.414 - -- -- -- I - - 6x6 - 3 - -- EXAM 305 a 1 I ► I EXAM 415 50 CFM - _ VD L x � , VD []3 I ,TN VERT 20 i I ' TO EF -10 20 LA . 01 1 0) ON ROOF — lOxiO 6x6 I FROM 1st. V r BREAK 412 - 50 CFM I FLR. BATHS o a OIA• I TO EF -17 8 UTA. LAV.413 T3 -E 175 CFM VU � - EXAM 400 1 ON ROOF 200 CFM UTIL. 402 [-31 O ri D 8' UTA. C-- 8' OIA. i LAV. 403 10' DIA. 175 CFM 8" DIA. 175 CFM L 400 CFX L2OO ' A. 0 CFM / EXAM 308 8 DIA. C O M [ ' / \ HALL 306 � 200 CFM HALL 404 — - � 6 DIA. ___ __ -___ _U3 B _ O � I � 8' DIA . \ 6' DIA. 0 110 CFM BUS . I 2 cF > Q0 155 CFM L 100 CFM I s oo �• EXAM 405 OFFICE 411 5 � • v ,��`� ti2 BUS . - - - - F - 1 M ,. D �• / 1 O 8 DIA. OFFICE 307 ❑ I or, Iti .�0 0 200 CF .� 6x 6 < l q \ 6 DIA. 1 C' \ \ \ - - - - - -- 6 DIA. Q) Fl VD � F 6x6 150 CFM 50 CFM - 150 CFM , 6x6 o \ 60 CFM UTIC 309 50 CFM 2 . 6X6 LA 10 \ Q \ � � � l C 2 O � 80 CFM \� � 6' DIA 8' DIA I LAB 406 � 1 \ - 6x6 � ' . . J S O 100 % 150 CFM 255 CFM VD VD K-1 � �� � —ate o � VD TOE �� I � RL T �' Z O \ FE I A � LAV. 407 � / 0 ROOF � WAITING 312 �ti�' 0`����• °� 6' DIA. P. OFFICE ii \ 100 CFM 0 6' DIA. 6. �. 200 �6 , 90 CFM TO EF -8 , 115 CFM 11r CFM 8' DIA. \ a \13) ON ROOF /� / 12' DIA. `�_ .� T3 -C 6' DIA. 6° DIA. 0 O 200 CFM ' 125 CFM O 1 T 90 CFM ❑ 115 CFM 10 lq o� B ` �'� ° \ ' S GAS' 0 525 CF \ ,�o P. OFFICE 408 S TOR . l� ��- l0' DIA. 6' DIA. i0' �I CF 0 ,,�� T3 -D 409 / MADANI i �Sos , 400 CFM 125 CFM o �p� 435 \-- IA - O i D ° p �� ,�o 30x22 803-A 490 CFM WAITING 410 125 CF \ 0 pP`'� p M 2 2Sx i2 F © /F.D. IN VERT - 12 DIA A. / j y , c /� 6 DIA. 8 DIA � 1 10 130 CFM C \ \ O q� qq ° . 0 Qti/ t� "� ,n�-� lti lq _� � 16x12 O3 -C HP -3 � F.D. /20x12 12' DIA / G 250 CFM % D3 -D 1300 CFj 1450 CF\ CFM' D3 so HP -4 �-BO3 -A CORRIDORU -D 12x12 600 > 850 CFM 6' DIA. 125 CFM O p p � TRANSITI N #K -K HP -4T' 6' . `'' J • pp TRANS�T ON �� v . 12x 12 i 115 CFM TO W -b- �. 24 12 850 CFM 6x6 WAD `L Gp �' - INXVERT 1940 CFM IN VERT , \ HP- 3750 CFM / #F-F TO EF -5 \ TELE RM. oq 6' DIA. ON � O 150 CFM 50 CFM ' 2 0X 20 — �r� -.30x 18 / `�q��F / ,3`150 CFM -� BO4 -A �/ p • � --_ � � � DIA. / / , � y y • O BELOW £�EILING / 7 IN MECH . \ RM . ELEVATOR ' � 0�� p � •/ \ B BD5;�{ GRAVITY 7 30516 IN SIMI AR VENT 3150 CFM RATION / O o \ -fi ECH. #J -J CONFI \ ELEVATORS i 8' DIA. 170 CFM � ° ��`� -3 H UPPER LOBBY JG -G 0 o AQ 0 o Q H U cn w O Q C) 0 CD z U ui U) C-0 Z H H IL's L1J CJ H LL ll.. J Q CJ C3 W m Z Cf) TO / � \ �\ (EA) CFM e e' DIA. � AQ ON 245 UM 12' DIA.� / 1 � �- 12' OIA. AREA '0' 850 CFM 850 CFM �� 850 CFM / \ 850 CFM � AREA 'A' AREA 'C' N SECOND FLOOR PLAN AREA "B" - -- MECHANICAL — SCALE: 1/4' = 1' -0' -- - - - - — �� / \TCy 09 \ n I d4 �� 87056 J KEY PLAN M -3 SUMO2403 3 a U d c] U M Z o� H i m Na UI M ct co o H U � Q cc w w w Z W 4 O J z • J fA w cv . z .-4 U N 140, C� F G 1 �1 t FOR I J CONTINUATION i 1 SEE DWG M -3 _ L _ ( I EXAM 514 i II II I 6x6 8" DIA. I 40 CFM — 175 CFM -� 2 I I O I 10" DIA. I 400 CFM 1 - - I I - _ LAB , I VD L _ 513 I 12' DIA. 2 -0 i2" DIA. 1 575 CFM ri 875 CFM " 6 DIA. 130 CFM -I I 1 1 6 DIA. 115 CFM -i HALL 511 C J i 1 STAIR #B u UTIL. 510 0 1 6" DIA. I 6" DIA. , 150 CFM -I 115 CFM - - - - 24x12 I AB 509 i 1955 CFM T2 -E Q S OR. 508 _ I I 12x12 16x10 I 1385 CFM D2 -E 875 CFM -� I 1 U L T2 -H a 6x6 WITH VO IN VERT TO EF -12 ON ROOF LAY. 715 75 CFM T ' a i t � CLO. 714 F.D. i © CORRIDOR ltE - E ,,� ... ............................... F. D. �T2 -A C N co `�''` LAB 609 12x8 110" DIA. 24x8 24x8 Sp - 300 CF M 1510 CFM 510 CFM 1385 CFM -� 36x 12 r ., O O 2Q ' 3340 CFM - - -_ ' 14 D IA. TYP .�__ F t F. 0. - - r ^ SD JJJJ i ,� - UP TO HP -2 :.................. : 1 8 UTA UTIL. 701 12x8 ON ROOF ��L` 1- -- CFM-- - - - J (EA - 1 460 FM 60x 18 ��`` J J JJ lOx 10 J _ - �- � 460 CFM J _ � 7000 CFM �- - I 36x12 i 32x12 EXAM 616 6" DIA. I , 3340 CFM- ,f 110 CFM - 8a DIA. I - 3660 CFM n 240 CFM '� L.. _ _ ° 6" DIA. 0) 1 [� Q> 12" 0 1 02 ` " 160 CFM 6" DIA. �" I 825 I C 0 T 140 CFM-- I 12" 0 T2 -F ENG 705 I 1100 1 , TEST RM. 706 I , 6 DIA. OFFICE 702 I 6x6 110 CFM - sl ^ 12" DIA. I 760 CFM 80 CFM L ' D2 -F i j 20x12 6x6 1100 CFM �60 CFM r 12" DIA. 620 CFM 1 I 1 2 -i J �I DIA. n (D 550 CFM N. OFFICE 713 C J I - �- 6x6 IN V ERT � - -- - - - � - - - - - -- L BUS OFFICE 600 TO EF -14 60 6x6 ON ROOFI L 50 CFM Fil ' 100 CFMI -- - VD 0 I � 3 6x6 50 CFM - - VD 8" DIA. ' 10" DIA. I L 275 CFM 300 CFM - - - 6 ( E A .) 3 r I r ,. 0 i ff"F - M 13 13 PRIVATE OT T2 -0 OFFICE 604 nj AMPAAO AAITING 601 1 r T T2- 14x 10 550 CFM 10' DIA. 550 CFM -� HALL 605 - 12" DIA. 550 CFM ,l D2 -B EXAM 606 �- 16x12 8' DIA. 1150 CFM , 275 CFM 12' DIA. U 805 CFM 8" DIA. Q> 10" DIA. 12x10 155 CFM 350 CFM - _ 455 CFM 3 D2 -A � - M -4 M -6 M -4 M -6 0 UTIL. 608 1 L 6x6 WITH VD IN 28x12 - � ., 1412 6x6 TO EF -i5 F.D. , �pUTLT. ON ROOF 607 100 CFM LOCATE 02 -H �" BEWTEEN JOISTS -- - - - -_ -14" DIA. P. TLT. 3 A �16 1200 CFM 707 10" DIA. VD V U] C HALL 708 325 CFM - - -- 12" DIA. -- - - -- '�!J 875 CFM L T2 _ I � -10" DI 8x6 '. 140 CFM v 325 CF. IN VERT (EA . ) TO EF -16 ' ON ROOF 0 EXAM 710 EXAM 709 0 J U �i 0 I i J Ell I ' I I L A EXAM 611 i 8" DIA. 275 CFM (EA.) 0 EXAM 612 I I , U J I � y L L 12" DIA. -, 550 CFM O �I � EXAM 613 NEii ' r 8" DIA. - -- -- 275 CFM _ (EA.) > -G U BREAK 614 T2 -G 02 -I ' 12' DIA. , 600 CFM 8' DIA. 300 CFM (EA.) 2 P. OFFICE 615 I llflN lil N Fil L y Q N 0 L U t Z � D .� H I M �n N u M tL C10 J H 21 U � ) U aur w 0 w C7 � Z `'' ` 0 J LL' f-- s tncvl = U i 44 * 1 4 H U U -i LLj Lli J CD Ll- d CD C-) w C3 SECOND SLOOP PLAN AREA "C - MECHANICAL N - - - -- SCALE: 1/ 11 = i ' --0' LiJ C.) LL LL CD C) Lli AREA "B' ZD ,.�.- AREA "A' AREA "C" C N KEY PLAN M -4 SUMO2MO4 I EXAM 516 Q I I O I I I I 10" DIA. 300 CFM D2 -C VD L _ 1 p, 6x8 IN VERT T EF -13 ON ROOF 140 CFM P. TLT 512 6x6 100 CFM Z y Lt. 3 Q U c� �c v • (n (D Z O vi M H vi m N Q C3 r+ O H L U x 0 r Q 3" RD 4 cc w EF -7 EF -10 z ® EF_g ® " 0 w a o 3 VTR z w z 0 3" VTR 2' VTR o -i Q EF -i7 (= N z r+ s ON 6' ROF ° 0 2' VTR o 6' ROF 3" VTR EF -6 U 6" RD O o 6 RD Q EF -8 o 3' VTR EF -11 J U 3" VTR 0 L L _ � i HP -3 EF -13 6" ROF o 2' VTR HP -4 / mo o• `% r _� ` \ ob 6" ROF Oo Q 6' RD EF_5 fly 2' VTR U 1 ® rl HP -5 ol 6" RD J o 2 VTR - � ► � m CI- 3" VTR 0 2' VTR VTR � 2" J ® EF -4 ELEVATOR o VENT Ct 2" VTR o EF -14 o 2' VTR o 3" VTR 6' RD EF -12 ° RD EF -15 ® EF 2 �'��� 6" ROF 6' ROF \ HP -7 HP -i � /2� VTR o o 2" VTR 2" VTR C0 EF -3 Q 3" RD 6' ROOF OVERFLOW (ROF) ° 3' VTR 6" HOF H o O � 6" ROOF DRAIN (RD) EF -16 0 6" RD 1.L1 (� 2" VTR H 2' VTR EF_ 1 1 62 — o 3" VTR W AREA 'B" N AREA 'A' AREA 'C HOOF PLAN MECHANICAL INN SCALE. 1/8' = i' -0" 87056 N ti`�� KEY PLAN �.ti fi o -5 SUMOBM05 �t v -t v L C] L c� � V 18x60 SUPPLY 6 RETURN THRI ROOF DECK COUNTER FLASHING — FLASHING CANT STRIP — BUILT UP ROOF —� RIGID INSULATION METAL DECK W12 BEAM I 14x12 BYPASS DUCT CEILING IN ADJACENT ROOM (8'-O AFF) CORRIDOR CEILING W-6 AFF) FLEXIBLE CONNECTION Wit BEAM --\ C8 --- 14x12 BYPASS DUCT 2412 SUPPLY DUCT - CEILING IN ADJACENT (8' -0' AFF) CORRIDOR CEILING W-6 AFF) FLEXIBLE 18' JOIST 24x12 SUPPLY DU( HEIGHT (7' -6' AFF) AHU SECTION 5 SCALE: 1/2' = 1' -0' M -3M- COUNTER FLASHING CANT STRIP ROOFING RIGID INSULATION METAL DECK W12 BEAM -- -, -_ 14-- I I I CORRIDOR CEILING - -- (7' -6" AFF) + --� FIREWALL CEILING IN ADJACENT ROOM W-0 AFF) AHU SECTION 2 SCALE: 1/2" = i' -0' M M FLEXIBLE CONNECTION 14" JOIST - 34x12 SUPPLY DUCT - CEILING IN ADJACENT R00 (8' -0" AFF) 18x60 SUPPLY 18x32 RETURN AIR DUCT 18x29 BYPASS DUCT COUNTER FLASHING CANT STRIP ROOFING —� RIGID INSULATION — METAL DECK —� 14' JOIST -777 1 , 1 � CEILING IN ADJACENT ROOM (8' -0" AFF) HP -3 12x36 ;EILING IN ADJACENT ROOM (8' -0' AFF) FLEXIBLE CONNECTION 30x22 BYPASS RETURN AIR DUCT COUNTER FLASHING CANT STRIP HOOFING RIGID INSULATION METAL DECK C8 22x30 BYPASS DUCT 24x!2 SUPPLY DUCT COUNTER FLASHING CANT STRIP METAL DECK — HP -1 HP -2 FLEXIBLE CONNECTION W12 BEAM C8 12x24 SUPPLY LL �I IL _ CORRIDOR CEILING (7', -6" AFF) -- FIREWALL —�� AHU SECTION r4 SCALE: 1/2' = 1' -0' N- M- n ­241 I 1 C 24x12 SUPPLY I - ROOFING RIGID INSULATION I ® - -18" JOIST I >A 30x22 PLENUM RETURN AIR DUCT 24x!2 SUPPLY S CORRIDOR CEILING 12" DIA BYPASS DUCTS. (7' -6' AFF) BYPASS DAMPERS IN HORIZ. AHU SECTION SCALE: 1/2' = i' -0' M- M- UNDERSIDE OF ROOF DECK E , 12 3 - 7 1 18' JOIST 20x20 SUPPLY DUCT -� x / - - - 24x24 RETURN DUCT-< 7' -6' AFF 12 DIA BYPASS DUCT —Fr— 20x20 TO 30xI6 TRANSITION FIRE DAMPER ACCESS DOORS _'l 30xI6 SUPPLY DUCT — RUSKIN CFD4 BOTTOM OF W21 BEAM -\ CEILING FIRE DAMPER -3HR FIRE RATING 0 FINISHED 2ND FL. CEILING fr 8-80 MOTORIZED VOLUME DAMPER B04 -A MOTORIZED VOLUME DAMPER B04 -B MANUAL VOLUME DAMPER FOR 700 CFM BYPASS OF AIR DESIGNATED FOR FUTURE ADDITION U FINISHED 2ND FL. iEL. 112' -8' ' 24x20 RETURN FROM 1ST FL. ' FINISHED 1ST FL. CEILING EL . 108'-6' SECTION SCALE: 112' = i' -0' '�- M UNDERSIDE OF ROOF DECK EL. 12 3' - 7" 30x!8 RETURN DUCT — — — — — - �l 12 DIA BYPASS DUCT - -, i I 30x16 RETURN DUCT -_z RUSKIN CFD4 CEILING FIRE DAMPER -3HR FIRE RATING � - ---- - - - - -� - -_ - - - - 30x18 RETURN ' FROM iS T FL . - -- ' MOTORIZED VOLUME DAMPER BD5 -A MOTORIZED VOLUME DAMPER BD5 -B MANUAL VOLUME DAMPER FOR 700 CFM BYPASS OF AIR DESIGNATED FOR FUTURE ADDITION FIRE DAMPER ACCESS DOCKS FINISHED 2ND FL. EL. 112'-8" BOTTOM OF W21 BEAM SECTION SCALE: 1/2' = i' -0' 4- M- 30xI6 SUPPLY TO 1ST FL FINISHED 1ST FL. CEILING EL. 108'-6 a SUM03M07 1� • j) V Z -0 I H C a • ci i c •• o W H H �- U w ca H Z w 4 H z U N 0 H u U) CD Z C3 J H O O W U H U. lL O Q U H L� W Z Cl� 87056 M -6 HP -1 .-- FLEXIBLE CONNECTION 18x32 PLENUM RETURN AIR DUCT 18x60 SUPPLY- !8x28 BYPASS RETURN AIR DUC C8 ............ 1 3,m LL I I I I ® I I I BDi -B 14" Dip 24x!2 TRANSITION f CEILING IN ADJACENT ROOM (8'-0" AFF) L '— FIREWAII AHU SECTION rf SCALE: 1/2' = 1' -0' M- M- i � I � HP -2 u 14' OIA B02 -8' L— TFANSITION FIREWALL--- AHU SECTION SCALE: 1/2' = 1' -0' M- M- 18x60 SUPPLY & RETURN COUNTER FLASHING CANT STRIP �-- ROOFING RIGID INSULATION METAL DECK 14" JOIST ��- 14x!2 BYPASS DUCT CEILING IN ADJACENT ROOM W-0 AFF) 18' JOIST FINISHED 2ND FL. CEILING EL. 120' -8" �t I � � : � [:�►� 1�. �1 � Illllj I a 4 G � Y c ti? • �n cn N Q 0 W �' o H ao H a a. Q cc cc w td z N O wa ...1 N a F— 3 • J (A f= N _ , ,_, _ -- —��— -- T. _ (n = U UT T - THERMOSTAT MOTORIZED CONTROL DAMPER FIRE DAMPER FD SUPPLY RETURN FLEX DUCT CD O SUPPLY DUCT Z AND GRILLE f---� C] ..1 H RA GRILLE m H L.L.. �- UC DOOR UNDERCUT cj H W - -�_� -- TRANSITION Z Z VOLUME DAMPER ` 87056 r v \'° SUM06MO6 AHU SCHEDU UNIT NUMBER HP - HP -2 HP -3 HP -4 HP -5 AIR DEVICE SCHEDULE TYPE CFM MATERIAL FINISH MANUFACTURER MODEL N0. NOMINAL SIZE NECK SIZE VOLUME DAMPER REMARKS SERIES U NIT N0. i, 5, i2 2, 4, 8, 9, 10, li, 14, i5 3 6, 7, i3, 16 i7 W SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 6" DIA. OBD S0. TO 6" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 8" DI OBD S0. TO 8" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 10" DIA. OBD S0. TO l0" DIA. RND TRANS. 8800 PERFORMANCE SIDEWALL SUPPLY LL. SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x18 24X!8 OBD RECT TO i2" DIA. RND TRANS. C (MAX . ) 75 ! 00 140 570 DIFFUSER O SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x10 24X!0 OBD AECT TO l0" DIA. RND TRANS. S (IN WG) .125 .125 .125 .25 RETURN GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE PR -TB 24X24 NONDUCTED 7000 ELECTRICAL DOOR GRILLE SEE PLAN ALUM. ALUM. METALAIRE 30006 -DF 18x12 18 1ST FL BATH DOORS M OTOR (HP) 1/200 ! /100 1/60 1/15 SD SPLITTER DAMPER U) EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 6x6 6 TOILET EXHAUST V OLTAGE / PHASE VD OPPOSED BLADE FIRE DAMPER GALV.STL MILL BUSKIN IBD2 30x16STYLE "A" VIBRATION ISOLATION BUILT -IN BUILT -IN BU -IN BUILT -IN EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 15x15 lOxB OBD 1ST. FL. TOILET EXHAUST © FIRE DAMPER GALV.STL. MILL BUSKIN IBD2 24x20 STYLE "A" ROOF VENT ALUM. MILL JENN -AIR RVA/502436 36x24 36x24 ELEVATOR SHAFT EXHAUST DAMPER SCHEDULE HEAT PUMP #1 MODE CFM 0i - B l0" 500 SLAVE STAT Df -C f0" 380 75 SLAVE STAT 01 -F f2" 725 la5 SLAVE STAT 8" I 01 -I 8" 300 60 SLAVE STAT Df -J f2" 590 120 SLAVE STAT 01 -K !0" 500 !00 SLAVE STAT BDi -A 14" DAMPER SCHEDULE HEAT PUMP # HP DAMPER SIZE CFM (MAX) RECIRCULATION (TYPE) 2 02 -A !2' 805 160 MONITOR STAT D2 -B i2" 550 ff0 SLAVE STAT D2 -C !2" 600 120 SLAVE STAT 02 -0 12" 875 !80 SLAVE STAT D2 -F i2' 760 150 SLAVE STAT D2 -I f2" 600 120 SLAVE STAT BD5 -A 12" DA MPER SCHEDU H EAT PUM #3 MODE CFM 3 D3 -A !2 850 170 MONITOR STAT 03 - C i0' 410 80 SLAVE STAT D3 - D !0" 490 !00 SLAVE S TAT D3 -E 10" 600 120 SLAVE STAT 03 -F f2" 850 170 SLAVE STAT 803 -A f2" 1303-8 f2" FAN SCHEDU GENERAL L OCATION ROOF ROOF ROOF U S ERVICE 2ND. FL. TOILET 2ND. FL. TOILET 2ND. FL. TOILET i5T FL. TOILET R 1050 1300 1550 1550 CONSTRUCTION F TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL D RIVE DIRECT DIRECT DIRECT DIRECT REMARKS M ANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK M ODEL G -60 -E G -60 -G G -60 -D G -90 -D N OTES INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER M-7 DAMPER SC - HEAT PUMP #4 MODE CFM (TYPE) 4 04 -A 10' 420 85 MONITOR STAT D4 -8 f2' 630 125 SLAVE STAT D4 -C 10' 390 80 SLAVE STAT D4 -D 8' 260 50 SLAVE STAT D4 -E 8' 200 40 SLAVE STAT -F 250 SLAVE STAT U D4 -G 10" 400 80 SLAV ST AT D4 -H f0' 500 100 SLAVE S TAT B04-A 12" BD4 -B !2" DAMPER SCHEDULE - HEAT PUMP #5 HP DAMPER # SIZE CFM (MAX) RECIRCULATION (TYPE) MODE CFM 5 05 -A 8' 440 90 MONITOR STAT D5 -B 8" 440 90 SLAVE STAT D5 -C 10" 405 80 SLA ST AT 05 -D !0" 445 80 SLAVE STAT 05 -E B 200 40 SLAVE STAT D5 -F 10" 400 80 SLAVE STAT D5 -G 8' 250 50 SLAVE S TAT D5 -H f0" 500 l00 SL S TAT - a - � BD5 -8 f2" AHU DATA HP DAMPER SIZE CFM (MAX) RECIRCULATION (TYPE) HP DAMPER f SIZE CFM (MAX) RECIRCULATION THERMOSTAT AREA SERVICED MANUFACTURER MODEL 50E0024 50EG024 50Pa014 50PO014 50Pa0f4 1 0! -A !2 950 f90 M ONITOR STAT FAN SPEED/ HP RPM /HP 1010/7.5 1010/7.5 970/2 970/2 970/2 01 -D !2" 530 !00 SLAVE 5TAT to m cc FACE VELOCITY FPM 500 500 500 500 500 Df -E 10" 400 80 SLAVE STA EXTERNAL STATIC PRESSURE (DUCT 6 FITTINGS) IN -H20 .8 .8 .7 .7 . UNIT STATIC PRESSURE (TOTAL) IN -H20 Di -G 12' 850 !70 SLAVE STAT 04 50 FILTER TYPE 6 AREA 2" REPLACEABLE S0. FT i /3.5 1 /3.5 2 /2.8 2 /28 2 /2.8 01 -H 8" 200 40 SLA STA O APPLICABLE CONTROL DIAGRAM AIR QUANTITIES FRESH AIR CFM 650 550 350 300 300 Di -L !2" 3 65 SLAVE STAT TOTAL AIR CFM 7000 7000 3750 3750 3750 01 -M 12" 600 120 SLAVE STAT O DESIGN CONDITIONS BDf -B i4 OUTSIDE WINTER 0 F • Z vi db 36 36 36 36 36 0 N INSIDE WINTER O F db 70 70 70 70 70 OUTSIDE SUMMER O F db wb 90/77 90/77 90/77 90/77 90/77 INSIDE SUMMER O F db 72 72 72 72 72 COOLING COIL VENTILATION/ THERMOSTAT VENTILATION/ THERMOSTAT VENTILATION/ THERMOSTAT VENTILATION/ THERMOSTAT VENTILATION/ THERMOSTAT Ln REMARKS HP DAMPER 0 SIZE CFM (MAX) RECIRCULATION (TYPE) NEAT PUMP 03 -B 10" 525 f00 SLAVE STAT D CAPACITY @ i7 F. BTUH f07, 900 107, 900 81, 400 81, 400 81, 400 HEAT LOAD 64, 500 6 i, 300 37, 000 52, 300 52, 300 COP !.8 !.8 2.2 2.2 2.2 ELECTRIC RESISTANCE DUCT SECTION KW AT 208 30 30 !4 14 14 VOLTS PHASE 208/ 208/ 208/3 208/3 208/3 STAGES 2 2 1 1 1 DUCT SECTION F1 AIR DEVICE SCHEDULE TYPE CFM MATERIAL FINISH MANUFACTURER MODEL N0. NOMINAL SIZE NECK SIZE VOLUME DAMPER REMARKS SERIES U NIT N0. i, 5, i2 2, 4, 8, 9, 10, li, 14, i5 3 6, 7, i3, 16 i7 W SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 6" DIA. OBD S0. TO 6" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 8" DI OBD S0. TO 8" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 10" DIA. OBD S0. TO l0" DIA. RND TRANS. 8800 PERFORMANCE SIDEWALL SUPPLY LL. SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x18 24X!8 OBD RECT TO i2" DIA. RND TRANS. C (MAX . ) 75 ! 00 140 570 DIFFUSER O SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x10 24X!0 OBD AECT TO l0" DIA. RND TRANS. S (IN WG) .125 .125 .125 .25 RETURN GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE PR -TB 24X24 NONDUCTED 7000 ELECTRICAL DOOR GRILLE SEE PLAN ALUM. ALUM. METALAIRE 30006 -DF 18x12 18 1ST FL BATH DOORS M OTOR (HP) 1/200 ! /100 1/60 1/15 SD SPLITTER DAMPER U) EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 6x6 6 TOILET EXHAUST V OLTAGE / PHASE VD OPPOSED BLADE FIRE DAMPER GALV.STL MILL BUSKIN IBD2 30x16STYLE "A" VIBRATION ISOLATION BUILT -IN BUILT -IN BU -IN BUILT -IN EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 15x15 lOxB OBD 1ST. FL. TOILET EXHAUST © FIRE DAMPER GALV.STL. MILL BUSKIN IBD2 24x20 STYLE "A" ROOF VENT ALUM. MILL JENN -AIR RVA/502436 36x24 36x24 ELEVATOR SHAFT EXHAUST DAMPER SCHEDULE HEAT PUMP #1 MODE CFM 0i - B l0" 500 SLAVE STAT Df -C f0" 380 75 SLAVE STAT 01 -F f2" 725 la5 SLAVE STAT 8" I 01 -I 8" 300 60 SLAVE STAT Df -J f2" 590 120 SLAVE STAT 01 -K !0" 500 !00 SLAVE STAT BDi -A 14" DAMPER SCHEDULE HEAT PUMP # HP DAMPER SIZE CFM (MAX) RECIRCULATION (TYPE) 2 02 -A !2' 805 160 MONITOR STAT D2 -B i2" 550 ff0 SLAVE STAT D2 -C !2" 600 120 SLAVE STAT 02 -0 12" 875 !80 SLAVE STAT D2 -F i2' 760 150 SLAVE STAT D2 -I f2" 600 120 SLAVE STAT BD5 -A 12" DA MPER SCHEDU H EAT PUM #3 MODE CFM 3 D3 -A !2 850 170 MONITOR STAT 03 - C i0' 410 80 SLAVE STAT D3 - D !0" 490 !00 SLAVE S TAT D3 -E 10" 600 120 SLAVE STAT 03 -F f2" 850 170 SLAVE STAT 803 -A f2" 1303-8 f2" FAN SCHEDU GENERAL L OCATION ROOF ROOF ROOF U S ERVICE 2ND. FL. TOILET 2ND. FL. TOILET 2ND. FL. TOILET i5T FL. TOILET R 1050 1300 1550 1550 CONSTRUCTION F TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL D RIVE DIRECT DIRECT DIRECT DIRECT REMARKS M ANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK M ODEL G -60 -E G -60 -G G -60 -D G -90 -D N OTES INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER M-7 DAMPER SC - HEAT PUMP #4 MODE CFM (TYPE) 4 04 -A 10' 420 85 MONITOR STAT D4 -8 f2' 630 125 SLAVE STAT D4 -C 10' 390 80 SLAVE STAT D4 -D 8' 260 50 SLAVE STAT D4 -E 8' 200 40 SLAVE STAT -F 250 SLAVE STAT U D4 -G 10" 400 80 SLAV ST AT D4 -H f0' 500 100 SLAVE S TAT B04-A 12" BD4 -B !2" DAMPER SCHEDULE - HEAT PUMP #5 HP DAMPER # SIZE CFM (MAX) RECIRCULATION (TYPE) MODE CFM 5 05 -A 8' 440 90 MONITOR STAT D5 -B 8" 440 90 SLAVE STAT D5 -C 10" 405 80 SLA ST AT 05 -D !0" 445 80 SLAVE STAT 05 -E B 200 40 SLAVE STAT D5 -F 10" 400 80 SLAVE STAT D5 -G 8' 250 50 SLAVE S TAT D5 -H f0" 500 l00 SL S TAT - a - � BD5 -8 f2" U NIT N0. i, 5, i2 2, 4, 8, 9, 10, li, 14, i5 3 6, 7, i3, 16 i7 W SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 6" DIA. OBD S0. TO 6" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 8" DI OBD S0. TO 8" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 10" DIA. OBD S0. TO l0" DIA. RND TRANS. 8800 PERFORMANCE SIDEWALL SUPPLY LL. SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x18 24X!8 OBD RECT TO i2" DIA. RND TRANS. C (MAX . ) 75 ! 00 140 570 DIFFUSER O SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x10 24X!0 OBD AECT TO l0" DIA. RND TRANS. S (IN WG) .125 .125 .125 .25 RETURN GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE PR -TB 24X24 NONDUCTED 7000 ELECTRICAL DOOR GRILLE SEE PLAN ALUM. ALUM. METALAIRE 30006 -DF 18x12 18 1ST FL BATH DOORS M OTOR (HP) 1/200 ! /100 1/60 1/15 SD SPLITTER DAMPER U) EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 6x6 6 TOILET EXHAUST V OLTAGE / PHASE VD OPPOSED BLADE FIRE DAMPER GALV.STL MILL BUSKIN IBD2 30x16STYLE "A" VIBRATION ISOLATION BUILT -IN BUILT -IN BU -IN BUILT -IN EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 15x15 lOxB OBD 1ST. FL. TOILET EXHAUST © FIRE DAMPER GALV.STL. MILL BUSKIN IBD2 24x20 STYLE "A" ROOF VENT ALUM. MILL JENN -AIR RVA/502436 36x24 36x24 ELEVATOR SHAFT EXHAUST DAMPER SCHEDULE HEAT PUMP #1 MODE CFM 0i - B l0" 500 SLAVE STAT Df -C f0" 380 75 SLAVE STAT 01 -F f2" 725 la5 SLAVE STAT 8" I 01 -I 8" 300 60 SLAVE STAT Df -J f2" 590 120 SLAVE STAT 01 -K !0" 500 !00 SLAVE STAT BDi -A 14" DAMPER SCHEDULE HEAT PUMP # HP DAMPER SIZE CFM (MAX) RECIRCULATION (TYPE) 2 02 -A !2' 805 160 MONITOR STAT D2 -B i2" 550 ff0 SLAVE STAT D2 -C !2" 600 120 SLAVE STAT 02 -0 12" 875 !80 SLAVE STAT D2 -F i2' 760 150 SLAVE STAT D2 -I f2" 600 120 SLAVE STAT BD5 -A 12" DA MPER SCHEDU H EAT PUM #3 MODE CFM 3 D3 -A !2 850 170 MONITOR STAT 03 - C i0' 410 80 SLAVE STAT D3 - D !0" 490 !00 SLAVE S TAT D3 -E 10" 600 120 SLAVE STAT 03 -F f2" 850 170 SLAVE STAT 803 -A f2" 1303-8 f2" FAN SCHEDU GENERAL L OCATION ROOF ROOF ROOF U S ERVICE 2ND. FL. TOILET 2ND. FL. TOILET 2ND. FL. TOILET i5T FL. TOILET R 1050 1300 1550 1550 CONSTRUCTION F TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL D RIVE DIRECT DIRECT DIRECT DIRECT REMARKS M ANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK M ODEL G -60 -E G -60 -G G -60 -D G -90 -D N OTES INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER M-7 DAMPER SC - HEAT PUMP #4 MODE CFM (TYPE) 4 04 -A 10' 420 85 MONITOR STAT D4 -8 f2' 630 125 SLAVE STAT D4 -C 10' 390 80 SLAVE STAT D4 -D 8' 260 50 SLAVE STAT D4 -E 8' 200 40 SLAVE STAT -F 250 SLAVE STAT U D4 -G 10" 400 80 SLAV ST AT D4 -H f0' 500 100 SLAVE S TAT B04-A 12" BD4 -B !2" DAMPER SCHEDULE - HEAT PUMP #5 HP DAMPER # SIZE CFM (MAX) RECIRCULATION (TYPE) MODE CFM 5 05 -A 8' 440 90 MONITOR STAT D5 -B 8" 440 90 SLAVE STAT D5 -C 10" 405 80 SLA ST AT 05 -D !0" 445 80 SLAVE STAT 05 -E B 200 40 SLAVE STAT D5 -F 10" 400 80 SLAVE STAT D5 -G 8' 250 50 SLAVE S TAT D5 -H f0" 500 l00 SL S TAT - a - � BD5 -8 f2" AHU DATA HP DAMPER SIZE CFM (MAX) RECIRCULATION (TYPE) HP DAMPER f SIZE CFM (MAX) RECIRCULATION THERMOSTAT AREA SERVICED MANUFACTURER MODEL 50E0024 50EG024 50Pa014 50PO014 50Pa0f4 1 0! -A !2 950 f90 M ONITOR STAT FAN SPEED/ HP RPM /HP 1010/7.5 1010/7.5 970/2 970/2 970/2 01 -D !2" 530 !00 SLAVE 5TAT to m cc FACE VELOCITY FPM 500 500 500 500 500 Df -E 10" 400 80 SLAVE STA EXTERNAL STATIC PRESSURE (DUCT 6 FITTINGS) IN -H20 .8 .8 .7 .7 . UNIT STATIC PRESSURE (TOTAL) IN -H20 Di -G 12' 850 !70 SLAVE STAT 04 50 FILTER TYPE 6 AREA 2" REPLACEABLE S0. FT i /3.5 1 /3.5 2 /2.8 2 /28 2 /2.8 01 -H 8" 200 40 SLA STA O APPLICABLE CONTROL DIAGRAM AIR QUANTITIES FRESH AIR CFM 650 550 350 300 300 Di -L !2" 3 65 SLAVE STAT TOTAL AIR CFM 7000 7000 3750 3750 3750 01 -M 12" 600 120 SLAVE STAT O DESIGN CONDITIONS BDf -B i4 OUTSIDE WINTER 0 F • Z vi db 36 36 36 36 36 0 N INSIDE WINTER O F db 70 70 70 70 70 OUTSIDE SUMMER O F db wb 90/77 90/77 90/77 90/77 90/77 INSIDE SUMMER O F db 72 72 72 72 72 COOLING COIL VENTILATION/ THERMOSTAT VENTILATION/ THERMOSTAT TOTAL SENSIBLE HEAT GAIN BTUH 178, 000 !79.600 100, 760 f06, 700 106, 700 MODE CFM TOTAL HEAT GAIN BTUH 224, 000 223, 600 124, 500 153, 500 153, 500 ENTERING AIR O F db wb 77.4/64.2 77.2/63.9 76.9/63.1 77.6/64.8 77.6/64.8 LEAVING AIR O F db wb 53.8/52.1 53.4/52.7 52.0/51.2 49.4/49.! 49.4/49.f MIN. FACE AREA SD. FT. 31.1 31.! 22.2 22.2 22.2 EVAPORATOR SUCTION TEMPERATURE O F D2 - !0' 510 100 SLAVE STAT COMPRESSOR 02 -G 12' 1100 220 SLAVE STAT MODEL 060824 06D824 p77 P p77 02 - i4" 1200 240 SLAVE STAT SATURATED SUCTION TEMPERATURE COM PAESSOA QTY. 2 2 2 2 2 BD2 -A ia CAPACITY UNLOADING STEPS 0, 50, f00 0, 50, l00 0, 50, f00 0, 50, f00 0, 50, f00 BD2 - i4 RLA 44.3 (EA . ) 44.3 (EA . ) 20.7 (EA . ) 20.7 (EA . ) 20 (EA . ) J Lij VOLTS / PHASE 208 -230/3 208 -230/3 208 -230/3 208 - 230/3 208 - 23.0/3 OUTDOOR FAN QTY. 2 2 2 2 2 HP / FlA 1/7.6 1/7.6 i/2 /3.8 i/2 /3.8 i/2 /3.8 LEGEND VOLTS / PHASE 208 -230/3 208 -230/3 208 -230/3 208 -230/3 208 -230/3 VENTILATION/ THERMOSTAT Ln REMARKS HP DAMPER 0 SIZE CFM (MAX) RECIRCULATION (TYPE) NEAT PUMP 03 -B 10" 525 f00 SLAVE STAT D CAPACITY @ i7 F. BTUH f07, 900 107, 900 81, 400 81, 400 81, 400 HEAT LOAD 64, 500 6 i, 300 37, 000 52, 300 52, 300 COP !.8 !.8 2.2 2.2 2.2 ELECTRIC RESISTANCE DUCT SECTION KW AT 208 30 30 !4 14 14 VOLTS PHASE 208/ 208/ 208/3 208/3 208/3 STAGES 2 2 1 1 1 DUCT SECTION F1 AIR DEVICE SCHEDULE TYPE CFM MATERIAL FINISH MANUFACTURER MODEL N0. NOMINAL SIZE NECK SIZE VOLUME DAMPER REMARKS SERIES U NIT N0. i, 5, i2 2, 4, 8, 9, 10, li, 14, i5 3 6, 7, i3, 16 i7 W SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 6" DIA. OBD S0. TO 6" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 8" DI OBD S0. TO 8" DIA. RND TRANS. 8800 SUPPLY GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE U4TBDA 24x24 10" DIA. OBD S0. TO l0" DIA. RND TRANS. 8800 PERFORMANCE SIDEWALL SUPPLY LL. SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x18 24X!8 OBD RECT TO i2" DIA. RND TRANS. C (MAX . ) 75 ! 00 140 570 DIFFUSER O SUPPLY GRILLE SEE PLAN ALUM. 0 MATCH WALL METALAIRE 4000VM 24x10 24X!0 OBD AECT TO l0" DIA. RND TRANS. S (IN WG) .125 .125 .125 .25 RETURN GRILLE SEE PLAN ALUM. OFF WHITE METALAIRE PR -TB 24X24 NONDUCTED 7000 ELECTRICAL DOOR GRILLE SEE PLAN ALUM. ALUM. METALAIRE 30006 -DF 18x12 18 1ST FL BATH DOORS M OTOR (HP) 1/200 ! /100 1/60 1/15 SD SPLITTER DAMPER U) EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 6x6 6 TOILET EXHAUST V OLTAGE / PHASE VD OPPOSED BLADE FIRE DAMPER GALV.STL MILL BUSKIN IBD2 30x16STYLE "A" VIBRATION ISOLATION BUILT -IN BUILT -IN BU -IN BUILT -IN EXHAUST GRILLE SEE PLAN ALUM. 0 MATCH CLG. METALAIRE CC5 15x15 lOxB OBD 1ST. FL. TOILET EXHAUST © FIRE DAMPER GALV.STL. MILL BUSKIN IBD2 24x20 STYLE "A" ROOF VENT ALUM. MILL JENN -AIR RVA/502436 36x24 36x24 ELEVATOR SHAFT EXHAUST DAMPER SCHEDULE HEAT PUMP #1 MODE CFM 0i - B l0" 500 SLAVE STAT Df -C f0" 380 75 SLAVE STAT 01 -F f2" 725 la5 SLAVE STAT 8" I 01 -I 8" 300 60 SLAVE STAT Df -J f2" 590 120 SLAVE STAT 01 -K !0" 500 !00 SLAVE STAT BDi -A 14" DAMPER SCHEDULE HEAT PUMP # HP DAMPER SIZE CFM (MAX) RECIRCULATION (TYPE) 2 02 -A !2' 805 160 MONITOR STAT D2 -B i2" 550 ff0 SLAVE STAT D2 -C !2" 600 120 SLAVE STAT 02 -0 12" 875 !80 SLAVE STAT D2 -F i2' 760 150 SLAVE STAT D2 -I f2" 600 120 SLAVE STAT BD5 -A 12" DA MPER SCHEDU H EAT PUM #3 MODE CFM 3 D3 -A !2 850 170 MONITOR STAT 03 - C i0' 410 80 SLAVE STAT D3 - D !0" 490 !00 SLAVE S TAT D3 -E 10" 600 120 SLAVE STAT 03 -F f2" 850 170 SLAVE STAT 803 -A f2" 1303-8 f2" FAN SCHEDU GENERAL L OCATION ROOF ROOF ROOF U S ERVICE 2ND. FL. TOILET 2ND. FL. TOILET 2ND. FL. TOILET i5T FL. TOILET R 1050 1300 1550 1550 CONSTRUCTION F TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL D RIVE DIRECT DIRECT DIRECT DIRECT REMARKS M ANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK M ODEL G -60 -E G -60 -G G -60 -D G -90 -D N OTES INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 INSECT SCREEN 6 BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER BACKDRAFT DAMPER M-7 DAMPER SC - HEAT PUMP #4 MODE CFM (TYPE) 4 04 -A 10' 420 85 MONITOR STAT D4 -8 f2' 630 125 SLAVE STAT D4 -C 10' 390 80 SLAVE STAT D4 -D 8' 260 50 SLAVE STAT D4 -E 8' 200 40 SLAVE STAT -F 250 SLAVE STAT U D4 -G 10" 400 80 SLAV ST AT D4 -H f0' 500 100 SLAVE S TAT B04-A 12" BD4 -B !2" DAMPER SCHEDULE - HEAT PUMP #5 HP DAMPER # SIZE CFM (MAX) RECIRCULATION (TYPE) MODE CFM 5 05 -A 8' 440 90 MONITOR STAT D5 -B 8" 440 90 SLAVE STAT D5 -C 10" 405 80 SLA ST AT 05 -D !0" 445 80 SLAVE STAT 05 -E B 200 40 SLAVE STAT D5 -F 10" 400 80 SLAVE STAT D5 -G 8' 250 50 SLAVE S TAT D5 -H f0" 500 l00 SL S TAT - a - � BD5 -8 f2" VENTILATION/ THERMOSTAT FAN HEAT PUMP (HP -1, 2, 3, 4, 5) ANCHOR FAN TO CURB SEAL r- OS BYPASS DAMPER S 24VAC (BD1 -8) 20VA — 12-0) 3 -B) (BD4 -8) (805 -B) 24VAC 20VA BYPASS DAMPER (BDi -A) (BD2 -A) (BD3 -A) (BD4 -A) (BD5 -A) 1 24VAC 20VA BYPASS CONTROLLER MONITOR STAT — 1 VS COMBINATION ZONE DAMPER CONTROL & RELAY PACK CHR06 (D1 -A) (D2 -A) (03 -A) (D4 -A) (D5 -A) I I I �I I I t I i I f I t I I I I I I I i I I I 24VAC t I 20VA t I I I I I I I I I I I I I I I I t I I t I I i I I I I I I I I I I SLAVE t STAT — I I I I I I I I I- - -. - - - - - - - -� CONTROL DIAGRAM AHU -1 NOTES: 1. FOR HEAT PUMPS HP-1.2,3,4,5 SUPPLY FAN SHALL OPERATE CONTINUOUSLY RUN FLASHING UP UNDER FAN BASE- SEAL DUCT TRANSITION FROM CEILING GRILLE SIZE TO DAMPER SIZE BACKDRAFT DAMPER (ROOF EXHAUST FAN DETAIL) DETAIL �� M-8 SUPPLY DUCT--J DIA. AT LEAST 2' LARGER THAN BRANCH DUCT ZONE DAMPER EXHAUST FAN BIRD SCREEN PRE -FAB CURB W/ 1 1/2' INSULATION ROOFING, VERIFY W/ PRE -FAB ROOF CONTRACTOR UL 181 LABELED INSULATED FLEX DUCT. SEE SPECS. NO SAGS OR SHARP 90 TURNS ALLOWED EXCEPT AT DIFFUSER CONNECTION. LIMIT RUN SHEET METAL TO 14' - 0' LONG. SPIN -IN FITTING W /EXTRACTOR CONE. ROUND TO RECTANGULAR i OR SQUARE ADAPTER. DIF LAY -IN CEILING (Di -B THRU Di -M) T YPICAL DIFFUSER CONNECTION DETAIL (02 -B THRU D2 -I) _ (D3 -B THRU 03 -F) N.T.S. (D4 -B THRU D4 -H) (D5 -B THRU D5 -H) TYP. ZONE DAMPER CONTROL CONFIGURATION PROVIDE POWER TRANSFORMERS FOR ALL ZONE & BYPASS DAMPERS AS REQUIRED 24V INTERNAL HEAT PUMP CONTROLS COMMUNICATION BUS LINE CLOSE @ 30 F CONNECTING ALL SLAVE STATS. L EE DAMPER SCHEDULES T Hi 0 CLOSE @ 25 0 F R2 HP -1 AND HP -2 2. SEE DWG M -7 FOR DAMPER SCHEDULES HP -1, ERH1 -1, 2 ERH2 -1, 2 LEGEND SYMBOL DESCRIPTION 01 -A D2 -A COMBINATION MODULATING ZONE DAMPER WITH 2 -STAGE HEAT, D3 -A 2 -STAGE COOLING, FAN AND REVERSING VALVE RELAY Da -A RELAY. (CARRIER MODEL # CHR06.) D5 -A Di -B D3 -8 THAU THRU 01 -M D3-F D4 -B MODULATING (0 -100 %) ZONE DAMPER THRU D2 -8 Da -N (SEE DAMPER SCHEDULE FOR SIZE) THRU D5 -B D2-I THRU D5 -H SDI-A,B MODULATING (0 -100 %) BYPASS DAMPER CARRIER MODEL ZO -14 BD2 -A,B COMPATIBLE WITH BYPASS CONTROLLER OAS OUTSIDE AIR TEMPERATURE SENSOR CARRIER MODEL # OAS COMPATIBLE WITH RELAY PACK CHR06. VS VELOCITY AIR FLOW SENSOR CARRIER MODEL #VS COMPATIBLE WITH RELAY PACK CHR06. ADS DX COIL TEMPERATURE SENSOR CARRIER MODEL # ADS COMPATIBLE WITH RELAY PACK CHR06. SLAVE STAT a TEMPERATURE CONTROLLER CARRIER MODEL # SS COMPATIBLE WITH ZONE DAMPER. FEATURES INCLUDE: Q DUAL SET POINTS Q PUSHBUTTON DISPLAY AND SET POINT ADJUSTMENT SYSTEM U SYSTEM STATUS DISPLAY MONITOR STAT TEMPERATURE CONTROLLER CARRIER MODEL #MST COMPATIBLE WITH ZONE DAMPER. ASSESS ALL CONNECT SLAVE STATS DEMANDS AND DETERMINES HEATING / COOLING MODE. FEATURES INCLUDE: Q DUAL SET POINTS Q PUSHBUTTON DISPLAY AND SET POINT ADJUSTMENT SYSTEM SYSTEM STATUS DISPLAY ® TIME CLOCK T OA 2 -STAGE THERMOSTAT. ADJUSTABLE DUAL SET POINT ERH1 -1,2 ELECTRICAL RESISTANCE HEAT (ERN) 15KW (EA.) ERH2 -1, 2 (2 -STAGE FOR HP-1.2) ERH3 -3,4,5 ELECTRICAL RESISTANCE HEAT, (ERN), 14KW (SINGLE -STAGE FOR HP -3, 4, 5) BC BYPASS CONTROLLER CARRIER MODEL #BC COMPATIBLE WITH VELOCITY AIR SENSOR, VS, AND BYPASS DAMPER BDi -A Al RELAY INTERLOCKED WITH FIRST STAGE OF HEAT PUMP R2 RELAY INTERLOCKED WITH FIRST STAGE OF HEAT PUMP NOTE: MANUFACTURER MAY BE SUBSITUTED FOR AN APPROVED EQUAL 0 A Ri HP -3, 4, 5 .. d� ti � \ SUM09M07 N 3 ? U �- � OLY a c� U o c Z ., to N C a W vo F- LL H a U a O w Q cc w ca z H O wQ ..J N a F- 3 • .J lA IE t= N Z U N � Cc H 0 L U C.� L3 H 013 L.1J CJ F—i U. L1_ CD ui ZD Cn �pIJv� u . M -8 MOUNT ON NORTH WALL J C A _ BB Q \ GRAVEL BED FOR 2ND. FLOOR � \ PLANTED DRAIN. — — — — — — i VANITY FOR CONT. SEE / \1WG. P -2 \ � / \ EWC —� \ ��� 8Y �r TELE \ !K UNASSIGNED \ WtLE / VEST. ORL OUTLET AT 2' VENT UP THRU 2N\ \ / � GRADE. SEE DET. / �OOp AND TIE INTO \� 2 ON THIS DWG. —�� / / yEp1 AT P -5 ABOVE. 6" FFOW�ND. FLOOR '' HALL 1C/ \ 6' AT AT 1/4 \AAGROUN 3' W & 2' 4 FT. SLOPE O \ / FLOOR CEILING 8P CE)/./ ELEC. iD MECH. dE FOR CONT. EE DWG. GRAVEL BED BED FOR � \ I.E. 8.93 � �'� XT�� 2N0. FLOOR i r n �`..R � �� i' / � 6' 2 -WAY C. 0. ° 6'° PLANTER DRAIN. / Q %� \ �'/ „ %o,�o• I.E. 97.25 - `� 1/2 CW & HW. RUN 5 Q. f ��. CAP /2' H.W. IN CEIL. \ / , QVERHEAD AND D P ' �—' < S IKCE F R UT - / I WALL TO SUPPL '''° , \ 0 F URE CONN . /. N WALL FROM 2ND. FLOOR PUBLIC LOBBY #F 6' AT 1/4' PER 4' SOIL ROM ABOVE % ��B" AT 1/4' PER \ / / FT. SLOPE (IN GROUND \ / LD S CEILING SPACE) 2' (U RGROUND) p0) 0�CEILING F R Q / FOR , NT SEE DWG. P -2 / S \ CAP IN CEILI ,SPACE r F 2ND \ , / \ FOR FUTURE CONNE TION. FLOOR OM / 3 '� R. L . IN OUND \ FLOOR CEILING P C w o ci \ ' \ \ ' \ I. E. 95.32 y , / F .• 4 GRAVEL BED FOR 2ND. FLOOR PLANTER DRAIN. GRAVEL BED FOR 2ND. FLOOR PLANTER DRAIN. 0 OVERFLOW RAIN LEADER OUTLET DETAIL N:T:s. \ A rL UtlLINU 01 - ACE) I �� ELEV . `` 2' VENT UP /ELEVATORS EQUIP / X\y'\ �� f THRU 2ND FLOOR 0 �� > 6'- AND TIE INTO / FOR CONT . \�\ \� VENT AT P -4A A8 V ' SEE DWG. ", 0 E . o P 2 \ 3' R.D. IN CANOPY. ORL OUTLET AT — GRADE. SEE DET. ON THIS DWG. FOR CONTINUATION SEE CIVIL DWGS. N GROUND FLOOR PLAN — PLUMBING SCALE: 1/8' = f' -0' NOTES: 1. HORIZONTAL DOMESTIC WATER PIPING TO flUN IN CEILING SPACE UNLESS OTHERWISE NOTED. GRAVEL BED FOR 2ND. FLOOR PLANTER DRAIN. FOR CONT. SEE/ DWG. P -2 ORL OUTLET AT GRADE. SEE DET. ON THIS DWG. GRAVEL BED FOR 2ND. FLOOR PLANTER DRAIN. GRADE X111- IIIII IIIII�- 111111= i \ I.E. 97.77 / 2 -WAY C.O. FOR CONTINUATION � p_��v 01A jOB T � SEE CIVIL DWGS. ��eace �-I.E. 9 .94 KEY PLAN SUMO2POI • 0w Z H �m ,A N C Q V/ m CC W ° °U- H a U O 1- x 07 4cc w w ca z Q) LLj O wa 0 J �a • ? cn z� T °(%j cD ci- ch O I U- C) 2n U CD C7 Z H M J H m W U H L.1_ L L. O Q U H C3 LLJ x Z Cn a�o5s P -1 VARIES (SEE PLANS) — { L,.: U- OVERFLOW RAIN LEADER v °C FROM GROUND FLOOR b �" u' CEILING SPACE. GROUND FLOOR C p � I°\ AA UP IN �- 3" FLi 2" UP TO 3' RD CANOPY R.L. IN GROUND )OR CEILING SPACE W DOWN & 2' VTR THRU 2ND FLOOR- 3/4 Is 2' W & V LOBBY #G FOR CONT. SEE DWG. P -1 \ \ UNASSIGNED \ � \ \ \ I.E. 98.63 ,\ \ - 6\ + +-- - - 1 1/2 - - / / HALL #C —7 A 4 SOIL FROM 2ND. FLOOR - \ 4" C.U. I v \ ' ELEC. #D FOR CON T . SEE DWG. P -i. - ; ' I.E. 97.38 FD -2 I / 11ECH . #E \ 2' FROM BELOW. PROVIDE MASTER SHUT -OFF VALVE \ IN VERTICAL. RUN 2 UP ' \ THRU 2ND. FLOOR SLAB. NOTES \ 1. HORIZONTAL DOMESTIC WATER PIPING TO FUN IN CE I►_IN 5P/ Tr_ \ UNLESS OTHERWISE NOTED. 2. FOR SANITARY PIPING DIAGRAM, SEE DWG. P -9. \ / I I \ GROUND FLOOR PLAN AREA "B" - PLUMBING SCALE: 1/4' = V-0' 2" (BELOW FLOOR) D FOR CONT. SEE ' DWG. 3' VTR UP THRU 2ND FLOOR SLOPE P -3D P -3 VANITY #H v I 1 1/4 "- 3" VENT ++ + P - -i" SHUT -OFF VALVE (FOR PLANTER IRRIGATION SYSTEM BY OTHERS) . PUBLIC LOBBY #F FOR CANOPY RAIN LEADER PIPING SEE DWG. P -1. KFY PL _AN FOR CUNT. SEE DWG. P -1 ro v d c U W • In (D Z U C ul a C3 c �i i Lc l -1 t70 J Q H U � O w ca Z H (D LLJ O w <L z O U Z .J 2 z 1— 3 • J W W N • Z - U U N 4 CD L cch c . l w COG o d CD J 0 CD LLJ C...) H LL. CD KOy Eb PRINT M01 L U ; �,ONtJOB_SITE LLJ x \ � 87056 A �.° P--2 SUMO2PO3 TELE #K 6"@ 1/2' PER FT. SLOPE (IN GROUND FLOOR CEIL. SPACE) 220 \ UNASSIGNED \ ! r r r r r r r r r r \� T - 1/2" FROM P -�E 1 (BELOW FL�yn \ \ _ 3/4 c + l I \ '\ P -3C 1 , !N V Z 2 W V 6" R.L. FROG 2ND. FLOOR \' /4 C.c�. - HALL #P 4 \ \ \ I.E. 98.58 ELEV. EQUIP #Q I.E. 97.75 FOR CON T . SEE \ 9� DWG. P -1. / / / AREA 'B' / / AREA 'A° AREA OA - 2 W &V -- 3' 'W & 2' V i' CW & 3/4' HW TO SUPPLY P -3B, P -IC AND P -4. C 2 y 2' DROP THRU BOTTOM OF PLANTER OVER GRAVEL BED BELOW. SEE '. DETAIL ON DWG. P -6. '. 4 I -1/2' TRAP PRIMER LINE (BELOW SLAB) FROM P -4. ti_ tL 3 U CL ro v t�(n UW • W(D C3(o N 4 U1 m U0 ° Q H U � O �- U) co) Q W Lc w 0 L 1-4 0 W Q Z 0 Z Z F- 3 • J N U) N �• z .i y u N cD z H CID ME ZD J cl- C DB- MH UHAVtL btU btLUW. 5tt DETAIL ON DWG. P -6. 1 HEATER. SEE OET. ON DWG. P -6. T � BUS IC3 co 3 OFFICE 819 xlo 1 1 ca I U D VAT 1/4' PER FT SLOPE (IN 2ND. FLOOR CEIL. SPACE) . UP TO ROOF DRAIN UP TO ROOF OVERFLOW rn , Qi:i mnve ui 1ruPIQ 1 I 1 N Z Q CY O O J LL. 0 0 W cn SECOND FLOOR PLAN AREA "A" — PLUMBING SCALE: 1/4' = 1' -0' NOTES: 1. HORIZONTAL DOMESTIC WATER PIPING TO RUN IN 2ND. FLOOR CEILING SPACE UNLESS OTHERWISE NOTED. 2. FOR SANITARY PIPING DIAGRAM, SEE DWG. P -7. 3. RUN i' PVC CONDENSATE DRAIN LINE IN 2ND. FLOOR CEILING SPACE. SLOPE FROM EQUIPMENT AND AIR GAP INTO FLOOR DRAIN IN UTILITY AM. (D Z H O H m W U H LL LL O KEY SITE 2� SUMO2PO4 Q U H 0 W Z Z Cf) o 0 P -3 1 1 CORRIDOR #C -C I } 2' W & VTR I 1/2' TRAP PRIMER 1 uj LINE (BELOW SLAB) uj ui cn FROM P -4. PLAN AA Bg I 2" DROP THRU BOTTOM OF —�� 2 " o RD-3 3" W & VTR ' RD_3 0—�- 2 2' DROP THRU BOTTOM OF PLANTER. SEE DETAIL ON 2 W & V PLANTER. SEE DETAIL ON DWG. P -6. 2 I ► P -18� - i -�- 2" W & V - 2" W & V LAV. 414 - — - - - o " P -4 I I ` ' pP4 P�3 ' / , I I EXAM 415 P -1 9 � Q�C i 2 �- � I " ..� I " " P \ O�Q 00 Q / I P TLT . 304 1 I 1/2 I 3 3 / a I IP -1 •) 2" P -3B ,��� • EXAM 303 I c , e r , 1 EXAM 305 I I , _ `� I /30 2 _ - - •�,� / I ' I I EXAM 400 1 � I 3 DROP INTO �- � �O I 2" W & V I I I " CHASE BELOW. � " I 2 VENT p_ i _ . ' - 3 W & VTR _ � , 3' W &VTR I �} " "VTR �'" I i �'-� ��� 2'W &/ / 2 W & V Z, , , L 1`- 3/4 CW & 2 FROM / BREAK 4i2 r � � � 30 GAL. WATER \ " I " GROUND FLOOR F,D i . _1/2 i/2 HW " � i HEATER. SEE DET . LAV4! " 112 ON DWG. P -6 2 P -4A 4 _ _ _ _ 3/4 3/4 I P�1 V 4 3 - 1/2 - - �* - i _ _ _ _ /_J t }� 1 CW & 3/4' HW -- 1 __ -- EXAM 308 LA 0 " -- -- .Ji_____ " p_3 2 W & V 3/4" HALL 404 1 \ Co 1/2 HALL 306 " / \ 1/2' TRAP S �Q PRIMER LINE �,'Q•j �Q0 1� [ (BELOW SLAB) cv I i - -- --- - - - - -� I - -- � W &VTR 00 ( 3" - � , " I I p - " \ - - - - - - - - - � 1/2 CW 2 UP TO ROOF W & VTR \ 2 0 3/4" & HW — P -4 1 4 DROP INTO 04�L _ Q� V aP 4" EXAM 405 i 4' OVERFLOW - / /_ CHASE BELOW 3" 2" W & IV lqG / 3/4 / \ D' '��' i ,•� O BUS. �_ .� f - `2 ` . " ' �' BUS. I , \ ` /2" HW " a I a a I , " " I � 4 C.O._ 1 0 I " , OFFICE 411 6 AT 1/2 PER. OFFICE 307 J I � / _ i• -� - I FD -i I 2 W & I I FT. SLOPE (IN 2ND . I 6" AT 1/2" PER FT. I a I - - - _ - UP TO ROOF DRAIN FLOOR CEILING SPACE)' a ♦ 1/ SLOPE (IN 2NO. FLOO 1 cv m _ �/ �� F ♦/1/2 2 CEILING SPACE). c� p -1 l �� P -QA " ' / \ f ,� UTIL'309 �- - - r `�' \ \/ �' ( Q� i" `L� - - 2■ W �� ♦ LAY. 31 P 3 I LAB 406 // \ �` `� ♦ m t+-- -- P -- 3 LAV. 407 / (� 9X \ �� 2 Im S q \ 3/4' CW / \ 2 " W & V 3/4 �� FERLITA 1/2 \ " , 30 GAL. WATER HEATER WAITING 3i2 i/2 HW \ qG 3� \ �Q \\ \ \ 'GAL . WATER / S . / SEE DETAIL ON DWG. P -6 I P -3� / p \ �v ` a NEATER, SEE DIET. " 6' ,ION DWG. P-6. 3 VTR FROM / P \\ P GROUND FLOOR .<` \ J O ♦ ♦ >O STOR. M NI 2 \ P. OFFICE 311 P. OFFICE 408 409 ' W# ING 410 '�'�' ♦�y o Off' 1 � >O \ , / J# % \ �Q CRRDRID -0 i 1/2" i 1/2' 0 I 0 _ 6 2" W & V `S p �� UP TO HP -3 / O � f ON ROOF SEE - �♦ NOTE 3. UP TO ON ROOF - SEE �-� �- 4 3ROP NOTE 3. 2 THR BROUND "� ( 1 ' 3/4 TO SUPPLY ' /2� FL OOR LAV. ' ti , VENT 208 ♦Q / / P -6 & H.B. FROM BELOW a ,' \ ELECT. IK -K , o ♦ \ / UP TO HP-5---/ \ � ` ti ,' ON ROOF. SEE b / ' \ NOTE 3. • � FD -2 2" VTR ' MECH . #J -J \ 2 FROM GROUND \ \FLOOR. / \ NOTES: G \ / UPPER LOBBY JG -G ♦ ` >O�P 0000 4 HORIZONTAL DOMESTIC WATER PIPING TO RUN IN 2ND. FLOOR CEILING SPACE UNLESS OTHERWISE NOTED. 2. FOR SANITARY PIPING DIAGRAM SEE DWG. P -8. 3. RUN t PVC CONDENSATE DRAIN LINE IN 2ND. FLOOR CEILING SPACE. SLOPE FROM EQUIPMENT AND AIR GAP INTO FLOOR DRAIN IN MECH. ROOM. INN IELE IiH. IF -f JJl % \ % pa ; � r N SECOND FLOOR PLAN AREA "8 PLUMBING SCALE: va' • r -o' % % \ % J* J* V'* �o 1 30 GAL. WATER HEATER SEE DETAIL ON DWG. P -6 �`IIIIII AREA 'B F y� LL. y LL- 3 U c- U lJ l • Sn co Z N O Q u c J 00_ M a U a O ►a w aQ w Lli ca H O wa O co z J Na J f3 (= N • Z vi 3. U N z j cry w J 0 C) L L c:3 U W U) C., Z H C3 H ZD m ui U H L.L.. L1.. O co L.1J x 2n W AREA "A" AREA 'C' _ A<�� °\x KEY PLAN e� a P -4 SUMO2P03 / 1 ELEVATORS L IELE IiH. IF -f JJl % \ % pa ; � r N SECOND FLOOR PLAN AREA "8 PLUMBING SCALE: va' • r -o' % % \ % J* J* V'* �o 1 30 GAL. WATER HEATER SEE DETAIL ON DWG. P -6 �`IIIIII AREA 'B F y� LL. y LL- 3 U c- U lJ l • Sn co Z N O Q u c J 00_ M a U a O ►a w aQ w Lli ca H O wa O co z J Na J f3 (= N • Z vi 3. U N z j cry w J 0 C) L L c:3 U W U) C., Z H C3 H ZD m ui U H L.L.. L1.. O co L.1J x 2n W AREA "A" AREA 'C' _ A<�� °\x KEY PLAN e� a P -4 SUMO2P03 F G C�p J 1 1 I I I I i ' LAV 515 I P -3 I 3" W & VTR 2 " -�- ' P -IA ' 2' W&V I EXAM 514 EXAM 516 1 ' _ 1 2" W& V P -4 I _ �' P - 4 I ' ! 3/4 r CW & 112 r HW LAB Ii TO SUPPLY P -iA 6 P -4. 112' CW 6 HW I 513' 3/4- I I �2 W &V 6" UP TO ROOF OVERFLOW 1 i 1/ 2' - 1--�- 1 6' UP TO ROOF DRAIN _ 6" R.L. AT 1/4" PER FT. SLOPE a i l P. TLT 512 t _ (IN 2ND. FLOOR CELL. P CE) � I 1 I i P -iB =I STAIR #B UTIL . 3/ 5i0 _ FD -i wow I r - -+ I 2' W H � l o a. 1/2" P -0 I cc ° m 2" VENT FROM 1 P -5 BELOW 1 14' STOR. 508 LAB 509 C . 0 . 4" 1 1 ' I 1 �-- 40 -i 1/4" - CORRIDOR iE -E ' I Due nCCTPC CAA I I i" CW & 3/4" HW DROPS TO SUP LY (2) P -1 & (2 P -3 2' W &V o� 2 3 1 2' W & VTR 3" 2 3" I I HALL 605 r RD -3 Co LAV. P - 602 LAV. PRIVATE IP - 603 OFFICE 604 D I -� i }} I I 3 2' DROP THRU BOTTOM OF PLANTER OVER GRAVEL BED BELOW. SEE DETAIL ON DWG. P -6. O 2 "W &V L 11 P -4 I AMPARO WAITING 601 1/2 -}-- 1 EXAM 606 , EXAM 611 ' I 30 GAL. WATER HEATER I SEE DETAIL ON DWG. P -6 1/2 j 2 " W & VTR - 0 2" I I 2 0 p - 4 r r r r• 1/2" TRAP PRIMER LINE (BE SLAB) FROM 1/2" I 1 " 1/2 TRAP PRIMER LINE 2" W & V r S UTIL. 608 " (BELOW SLAB) FROM P -3B� 1 -4* DROP THRU 3 , GROUND FLOOR. p_ 30 GAL. WATER HEATER 4" 4' 4' ° 3" SEE DETAIL ON DWG. P -6 ' r 3/4 I EXAM 6 t� I FD -i- ,T cab ( � 12 _ ORL ` 0--- CD -+--- t _ ORL " Cu AL 7 A L----o 2" W & V- ' LAB 609 1" t - I P -4 ' o T I r, r r r UP TO HP -2 P -4A -j ' 1 1 m 6 AT 1/4 PER f p -4A 2 ON ROOF. SEE' = I 1/2 1 ' UTIL. - - - - - - - - -' FT. SLOPE (IN 2ND. I DROP THRU 2ND. FLOOR CEIL. SPACE) . , 1 NOTE 3. - - T FLOOR AND OFF -SET ' I 2 VTR 3/4 ; IN iST . FLOOR o ' , ' m FILING SPACE. I 1 ' / C I - - I EXAM 613 _ � � _ _ } 3 .� — # 1 2" 1 I I ° 1/2 -�-- I p 2r W 3/4 1/2 3/4 I�- - - - - - -% _ U �`, _ � I "- I 1 1/2 I OFFICE 702 1 I o I I 6' AT 1/ PER FT. SLOPE (IN 2ND. 1 FLOOR CEIL . SPACE) . - I I I 1 , o UP TO ROOF DRAIN I �; 1 I v I I I -+ - � - - �- �� 3/4' - 1/2' 3/4" UP TO ROOF r 1 OVERFLOW I 1 I tt t' 1 1 P -i LAV. 715 � -3A P. OFFICE 713 1 2" W &'VTR I 1 1 I I CLO. 714 I &V I I r � ENG 705 I TEST M. 706 2r t+- p_4 2 � I I 2" VTR p -4 W & EXAM 616 A , I 1 /2r p -4A 2' W & V 112" TO 1/2" I - - 2 W & V - - " � I 3/4" I I 2 BREAK 614 P -3B P -1 3/4 HALL 708 � �--- - - 1�2" -� I - 3/4' I P TLT. — - - ' LAV. 616 I I ' I 707 p_ i 8 P -3A I 2' 1/2" TO P -3A r 2 W & V P-4 Ii' CW & 3/4" HW P - 4 2' W & VTR SUPPLY P -3B, P -iB AND P -4. EXAM 710 , EXAM 709 P. OFFICE 615 N 0 cj I i 6" UP TO ROOF OVERFLOW 6' UP TO ROOF DRAIN 2' W &V Lo PO -3 Co 2 N SECOND FLOOR PLAN AREA "C" - PLUMBING SCALE: 1/4' = 1' -0' NOTES: i. HORIZONTAL DOMESTIC WATER PIPING TO RUN IN 2ND. FLOOR CEILING SPACE UNLESS OTHEPNISE NOTED. 2. FOR SANITARY PIPING DIAGRAM SEE DWG. P -9. 3. RUN f' PVC CONDENSATE DRAIN LINE IN 2ND. FLOOR CEILING SPACE. SLOPE FROM EQUIPMENT AND AIR GAP INTO FLOOR DfiAIN IN UTILITY ROOM. �-- 2" DROP THRU BOTTOM OF PLANTER I OVER GRAVEL BED BELOW. SEE DETAIL ON DWG. P -6. N� KEY PLAN ,A'V SUMO2PO6 LL- y U— c0 y C] U w Z °m N Q 0 U) cn ac W �o w H a U � U) a cr_ w W . z wa O zQ • J w U) N . z Z 0 N * 4 CD m CL Wl W Cc z 0 0 0 C) C-) U) V Z H Cl CID H W U H LL Li O Q U H W Z Cn 87056 P -5 LL. v LL 3 � U � q U w °° H �m N Q N c W J v Q M - U Qm w fa z �, . (D LIJ wa O J • ?v z� x �N ��-- w C) co U) C-1 s C) U) �- 0 0 0 0 0 o 0 0 0 0 o 0 RD -3 a' o Lo PLANTER DRAIN 0 EXTERIOR PLANTER W/ PERFORATED o SEE ARCH. DWGS. OVERFLOW. o FOR CONSTRUCTION. —\ o H H w I v M 3 Q L.LJ 0 0 M lL } C.) 30 GAL. CAPACITY T T r E DIELECTRIC UNION (TYP) F--� ELEC. WATER HEATER EQUAL TO STATE IND. — Lli MODEL NO. SSV- 30 -ILS RUN TO FLOOR DRAIN �� � 208V -1 PH -60 Hz. (AIR GAP REQUIRED.) - — -- 5500 WATTS . SET FOR DISCHARGE OF 110 ° F �- �,' ZD HOT WATER. DRAIN VALVE DISCHARGE OVER GRAVEL BED Q� UTILITY > @ 1ST. FLOOR PLANTER. �Q �CN ILI RM. DRIP PAN, RUN OUTLET 0 TO FLOOR DRAIN (AIR <,,45 - QQ� \ GAP REQUIRED). TYP. SECTION THRU EXTERIOR PLANTER WATER HEATER DETAIL PLANTER DRAINAGE DETAIL N.T.S. 87056 ,..�" N.T.S. � P-6 SU PLUMBING LEGEND SYMBOL ABBR. DESCRIPTION. S SANITARY PIPING -• — — — — — — -- — -- —• V SANITARY VENT PIPING AL AL RAIN LEADER PIPING �--- ORL ORL OVERFLOW RAIN LEADER - - - C.W. DOMESTIC COLD WATER PIPING - - - - - -- H.W. DOMESTIC HOT WATER PIPING Co FLOOR AND ROOF DRAIN SCHEDULE DESIGNATION PIPE SIZE STRAINER SIZE MANUFACTURER LOCATION REMARKS FO-1 3" 7" DIA. ZURN UTILITY RMS. ROUND STRAINER DRAIN N0. R REMARKS Z -415 WASTE C.W. H.W. M W/ RAISED LIP TYPE "I" WATER CLOSET 3 C.D. CONDENSATE DRAIN PIPING P ZURN P -TRAP PRIMER PIPING (i/2" C.W.) CAST IRON BODY C.O. CLEANOUT Z -508 GATE VALVE - FD -3 CHECK VALVE 6" DIA. F.D. FLOOR DRAIN � R.D ROOF DRAIN 2122.453 D I.E. INVERT ELEVATION TOP WITH BUCKET VTR VENT THRU ROOF FLOOR AND ROOF DRAIN SCHEDULE DESIGNATION PIPE SIZE STRAINER SIZE MANUFACTURER LOCATION REMARKS FO-1 3" 7" DIA. ZURN UTILITY RMS. ROUND STRAINER DRAIN N0. R REMARKS Z -415 WASTE C.W. H.W. M W/ RAISED LIP TYPE "I" WATER CLOSET 3 3" i FD -2 4" 9" DIA. ZURN MECH. EQUIP. CAST IRON BODY FLOOR MOUNTED C Z -508 AND TOP FD -3 3" 6" DIA. ZURN TOILET ROOMS POLISHED BRONZE 2122.453 D Z -415 �J 6 #L ON TOP WITH BUCKET FLUSH TANK F TYPE 'M' GROUND FLOOR AND TRAP PRIMER FRONT WITH SIPHON JET C CONN. COVER. AD- 6" 12 i/2" DIA. ZURN MAIN ROOF ALL ALUMINUM Z -100 (AL) STANDARD HEIGHT WITH UNDER - DECK CLAMP P -lA W WATER CLOSET 3 3" i i/2" A AND ROOF SEAT: SOLID FLOOR MOUNTED Y SUMP RECEIVER YORKVILLE P SEE DET. "B' ON REAR OUTLET 2 DWG. A -9 RD -2 3" i2 i/2" DIA. ZURN CANOPY ALL ALUMINUM Z -100 (AL) ROOF WITH UNDER - SIPHON JET C DECK CLAMP COVER. ROUND FRONT BOWL AND ROOF SUMP RECEIVER STANDARD HEIGHT SEE DET. "B' ON P - iB W WATER CLOSET 3 DWG. A -9 RD -3 2" ii i/2" DIA. ZURN EXTERIOR PROVIDE i8" Z -ii4 PLANTERS LONG PERFORATED STANDPIPE PLUMBING FIXTURE SCHEDULE PIPE SIZE M MANUFACTURER'S T P -N0. D DESCRIPTION P TRIM N0. D DRAIN N0. R REMARKS WASTE C.W. H.W. M MODEL NUMBER P -i W WATER CLOSET 3 3" i i/2' A AMERICAN STD. S SEAT: SOLID FLOOR MOUNTED C CADET P PLASTIC HEAVY FLOOR OUTLET 2 2122.453 D DUTY CLOSED FLUSH TANK F FRONT WITH SIPHON JET C COVER. ROUND FRONT BOWL STANDARD HEIGHT P -lA W WATER CLOSET 3 3" i i/2" A AMERICAN STD. S SEAT: SOLID FLOOR MOUNTED Y YORKVILLE P PLASTIC HEAVY REAR OUTLET 2 2128.115 D DUTY CLOSED FLUSH TANK F FRONT WITH SIPHON JET C COVER. ROUND FRONT BOWL STANDARD HEIGHT P - iB W WATER CLOSET 3 3" i i/2" z LL. v LL. 3 U tD • y U (!) U w I'f II 3' VTR j� VTR I ♦ I 1 P -3 I I P -1A 2' 3' t ♦ ♦ P -3 - 3 . I ♦ I ♦ ♦ ♦ �1 ♦ I� ♦ 1 I I I 2 • I I LP. I I SI PIM I i I i I 3' VTR j V III I I .r'� ♦♦ P - I I I I v 2 . ♦ / I I I 1 IIII m I I III a I FD -1 � I, cvl , I P -4 3 . a I FROM P -4 t t P - 38 . P -iC i AREA "A" — 2ND. FLOOR SANITARY PIPING DIAGRAM x.rs. / / 1 I I I I I ` Z • I I / I I I I I I I 1 I P -3 I 3' VTA I 1 � ♦ JI � ♦ I I ♦ a i ♦ , ml P -18 %. I i P -38 VNI \f V FROM P -4 PP =4 2' VTR�IV I � / i I 1 I F 2/ I 2M I 1 I / I P - 4A ' I III i � r I 2r � cv l I i 2' VTA I I I I r I i / 2' VENT FROM P -5 ON iST. FLOOR. 2' VTA I I I I / I I 2 I I I I I I I 4' P-4 4' DROP �- THRU 1ST , I FLOOR. 2' VTR J jV , I I 1 r, I I ♦ I I I I i ♦ c� ° I I I ♦♦ II 1 I ♦ i oo I P -3 Z H �+ N C Q u M Q co O a i Q H a U O �- O O 4 " ct w ca W H W > Z A O z J • J fA zvi U N 44 -rt H c' U H cL C1_ L U FROM P -4 • 3' VTA IL", I I I i I i III I 1 �` �• • I i cvl l i �I t 1 I I I 1 iv l Ilk* t � I �I P -4A 1 i i I•' � I P -3 i� ` 2" 1 \ 1 1 VTR '�• P -i8 3'� I 2 0 i I I n P -1 � , I Ji P -38 i I m I s 4 i I P -3 N ! n.. P -4 A ,b SUM06P08 CD Z H H O co L1J U t — q LL LL O U H C3 LLJ L Z Cn 87056 U P -7 i `♦ ♦ N VTR r 1 ``♦ ♦�� 3' VTR 1 ♦ I 1 ♦ ♦ I I 1` ♦ I I `♦ 1 O* I ` ♦ _ �4 ♦ ♦ ♦ ♦ / r `♦ I 1 I 1 I I 1 I �i,2" VTR I I I I J - 2" VENT FROM P-5 3" SOIL FROM 2ND. FLOOR ( ,l / I I 2" VENT UP / /' / 1 P -2 THRU 2ND. FLOOR � P -2 -C / 00 ` I ♦` i `1 I P -30 u 4" C.O. (FLOOR) 1/2" FROM P -4A 4" C.O. (FLOOR) 2" VTR jV J I i i 4" DROP THRU iST. FLOOR 4" SOIL FROM 2ND. FLOOR FD -3 1 I P-113 � P -i 1 1/2' FROM P -3C . / ' I � // 4" / </ P -10 I o P -10 1/2" FROM P -3C P -6 0 P -10 FO -3 3" 3' VENT UP THRU -- 3 TYP. P S 2ND. FLOOR / 20 --",000� / I le I � I I � I „C I / P - 3C ♦ I / ,1 /' P -3D 60, ol 2" AREA "B" - GROUND FLOOR 4' C. 0. (FLOOR) -- 1140' a' r 1 ♦ I ` ♦ <4 ♦ I ♦ I P -44 ` ♦ 1 / / / / / / � K2" VTR i 4 1 1 \l� 2' VTR 1� i I 1 1 I P -3A w I `♦ 1 P -4 ``♦ 1/2" FROM P -3B ` 2" VTR 2" / ♦ �4 fI V / 1 lop A \ / %4b / FD - 1 /' ♦ y 1 m 1 1 I P -4A i' ♦ / ./ / I I P = A roc A "r" _ ruin m nnn SANITARY PIPING DIAGRAM N.T.S. r♦ 1 `♦ ♦ ma c` 2' VTR ♦ "A I `♦ P -3B I P -1 4 i o / / P -3A /' P- i B � 1 P - a � e6\0 �1 '3 F� SUMOVIO �u- • Z o c �, m H I N 4 Ct �.. Lii_ H a U O O Q� w to M uj wa Z J H Q • = v ,J) \j • Z r+ U N 4 cr- CD <t H 0 Z H Q. a.. cr- () CD Z H H W U H U. U. O J Q U 1--� M W Z W P -9 IRS (PLAN VIEW) •E 04/0 BARE CU GROUND _ CONDUCTOR. CADWELD TO GROUND ROD. 4 =i III 5/8' x i0• -0' CU CLAD STEEL GROUND R00 (SECTION) BOLT CIRCLE ANCHOR BOLT (TYP. FOR 4) CONNECT GROUNDING ELECTRODE CONDUCTOR AND EQUIPMENT GROUNDING CONDUCTOR TO LUG BONDED TO POLE ANCHOR BOLT COVER COUPLING (TYP.) 36' DIAMETER 48' LENGTH SCHEDULE 40 PVC CONDUIT WITH EQUIPMENT GRM 4 -16 W/13 TIES a i2' O.C. NOTE: E.S.C. SHALL VERIFY BOLT CIRCLE DIMENSIONS WITH MANUFACTURER PRIOR TO INSTALLATION. POLE DETAIL N.T.S. .......... :1 •1 . GOODWILL STORE PHOTOCELL /TIME CONTROL DETAIL N.T.S. SEE DRAWING E -4 i FOR LOCATION. Z C1. Lli H U H F— U W -i ui • 1 • 1 • 1 36' E TZ4 .I • • . • I • 1 •i u� a 45 TA :I :1 •1 �t- . •1 '1 vi N v 3 U ro v L t ca U • u) cn Z o c •+ m H � N C3 W m c CO J LL H U O Q � w W z Q) wa Z O zz H Q r3 • J fn z -1 .a. U N J V Z H D H m L1J H LL LL O U L1J x Z W ELECTRICAL A �pR0� 4 N �0� -a3 -gig SUMO2EOI C - -J E J E�0'm AUTO ONTROI TC SWITCH oFF -' — ON � C t W I B ' OPEN CLOSE LIGHTING CONTACTOR -< U H F ,JP L SQUARE 0 COMPANY �F -- LXG CONTACTORS FOR HPA CKTS. i, 2, 5. 6, 28. 29, �-- 31, 33, 34, 36, 38. TYPE 'FF' FIXTURES SUN•MEDICAL BLDG.' (ENTRANCE ARCH) FACADE LIGHTING SCALE: 1 /8 = 1'-0' E -2 CA - �� C � U c \ 33 m' / c \ CC 33 /0 C Q \ 7 15a N yA _ /' AN m � � 17b €�,, � LOBBY° � � C O / fG \ G 15a � \ UNASSIGNED HALL � �/ HALL ICA M ELE i S MEC NOTES: Qi ALL EXIT LIGHTS TO BE UNSWITCHED. �2 CONNECT REMOTE EMERGENCY LIGHTS WITH 2 #10'S TO BATTERY LOCATED IN ELECTRIC ROOM 'D' ist. FLOOR. U3 BATTERY FOR REMOTE EMERGENCY LIGHTS. MOUNT BATTERY 6' -0' A.F.F. ® BUILDING FACADE LIGHTING SEE DETAIL i /E -2. 05 CONNECT TO STAIR 'B FIXTURE ABOVE SEE DRAWING E -3. ® CONNECT TO STAIR 'A' FIXTURE ABOVE SEE DRAWING E -3. . 7Q SWITCH EF -17 WITH LAVATORY LIGHT SWITCH FOR LOCATION OF EF -17 SEE DRAWING E -9. 8U CONNECT TO FIXTURE IN PLANTER ABOVE SEE NOTE 22 ON DRAWING E -3 U9 CONNECT TO FIXTURE IN PLANTER ABOVE SEE NOTE 23 ON DRAWING E -3. Q CONNECT TO FIXTURE IN PLANTER ABOVE SEE NOTE 24 ON DRAWING E -3. Q CONNECT TO FIXTURE IN PLANTER ABOVE SEE NOTE 25 ON DRAWING E -3. © CONNECT TO FIXTURE IN PLANTER ABOVE SEE NOTE 26 ON DRAWING E -3. O HPA 23 #M ____ ,i5a G NPA -18 �� \ \ M Attu #P 17� 17b 41 '` UNASSIGNED / 7. _ i �� — / E P . #E _ _ /ELEVATORS /`' \ S / K F i7b Gd 0i o p I do l �� i5a / \ V, , . q O 1 �A OC \ v 58 V Tr NZ ii / G( 19c PUBLIC i9c G LOBBY #F \ � 9 / \ 19c / i c c \ C, 1 c 19c/ 34 cc O \ � / F er r N I GROUND FLOOR LIGHTING PLAN SCALE: 1 /8' = 1' -0' \ � y O U Z °m N n 4 (n m Q �o �LL H CL U O U) Q "' w ca wz H O wa 0 N a _ vi �+ Z N 3: U N 4 Z Q CL Z 1— Z CD C3c O CD .._l U. 0 Z 0 Cr (D CD Z H C3 H m Lij C.) H U. LL. O U M C3 w Z KEY PLAN 9( at. _, 4 -a 3 -o b E-2 v_' SUMO2E02 28 Mi ')EE NOTE 2 ml 28 SKYLIGHT PART. SUALL: 1/4 = 1' NOTES: 1. CIRCUIT #28 IS TO BE CONNECTED TO PHOTOCELL /TIMECLOCK. SEE DETAIL ON DRAWING E -1. FOR LAY -IN OF I'x4' STRIP FIXTURES FOR SKYLIGHT LIGHTING SEE DETAIL 5 ON DRAWING A -12. o 0 U d O U • U) (O Z IM H �l m to (V Q • c] u c*� i LLJ 00 O v LL- H a U (L O U) d � c 7C w W Z H C7 c0 t,1 Z w'_ 0 L F- 3 • J fn v N • - L vA U N EL CJ L S U O O ___1 LL d `L CD U LLJ M CD Z H M H m LLJ C, H L.L.. LL.. Q U H W x Z Cn SECOND FLOOR LIGHTING 1/8' = 1._0. ALL FIXTURE TYPE 'A" UNLESS OTHERWISE NOTED. q_;?3 -85 NOTES: O ALL EXIT FIXTURES SHALL BE UNSWITCHEO (TYPICAL). 2� ALL 2'x4' FIXTURES WITH INTERGRAAL BATTERRY PACK SHALL BE UNSWITM (TYPICAL). 30 FOR CONTINUATION SEE SKYLIGHT PART. PLAN ON THIS DRAWING. ® CONNECT TO STAIR 'A' FIXTURE BELOW. SEE CWG. E -2. 0 CONNECT TO STAIR 'B' FIXTURE BELOW. SEE DWG. E -2. ® SWITCH EF -1 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -i SEE ROOF PLAN ON GWG. E -9. 7� SWITCH EF -2 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -2 SEE ROOF PLAN ON CWG. E -9. 80 SWITCH EF -3 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -3 SEE ROOF PLAN ON CWG. E -9. 9O SWITCH EF-4 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -4 SEE ROOF PLAN ON CWG. E -9. SO SWITCH EF -5 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -5 SEE ROOF PLAN ON GWG. E -9. !i SWITCH EF -6 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -6 SEE ROOF PLAN ON CWG. E -9. 12 SWITCH EF -7 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -7 SEE ROOF PLAN ON CWG. E -9. 13 SWITCH EF -8 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -8 SEE ROOF PLAN ON CWG. E -9. 14 SWITCH EF -9 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -9 SEE ROOF PLAN ON CWG. E -9. 15 SWITCH EF -10 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF FF -10 SEE ROOF PLAN ON CWG. E -9. i6 SWITCH EF -11 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -11 SEE ROOF PLAN ON CWG. E -9. 17 SWITCH EF -12 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -12 SEE ROOF PLAN ON DWG. E -9. i8 SWITCH EF -13 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -13 SEE ROOF PLAN ON DWG. E -9. 19 SWITCH EF -14 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -14 SEE ROOF PLAN ON CWG. E -9. 20 SWITCH EF -15 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -i5 SEE ROOF PLAN ON DWG, E -9. 21 SWITCH EF -16 WITH LAVATORY LIGHT SWITCH. FOR LOCATION OF EF -16 SEE ROOF PLAN ON CWG. E -9. 22 CONNECT TO CIRCUIT HPA -36 WHICH SERVES SOFFIT LIGHTING BELOW. `23 CONNECT TO CIRCUIT HPA -34 WHICH SERVES SOFFIT LIGHTING BELOW. (24 CONNECT TO CIRCUIT HPA -29 WHICH SERVES SOFFIT LIGHTING BELOW. X25 CONNECT TO CIRCUIT HPA -31 WHICH SERVES SOFFIT LIGHTING BELOW. <26 CONNECT TO CIRCUIT HPA -33 WHICH SERVES SOFFIT LIGHTING BELOW. KEY A1?PROVED PRINT REQUIllEo _ S1 1 PLAN SUM05EO3 �7 L. -1 E-3l r A A 1 1 LJ LJ 1 N � O cr- • (f) (D Z C3 (0 (•) H VI LO Na 0 u c i c W U LL- Q H U O U) O CIC Q� w ca L 1 0 W Q Z J Ha F- 3 • J CA (A N y U N 4 4 ti 9 U a cz d W CL L Cl.. --L CD F--1 V� cz CL W j C1.. CL r_3 C3 ._.J LL 0 0 CL C-0 ._J U H W Z Cn N � KEY PLAN E -5 5UMO2E05 C D 2n H M _._.J H ca W U H LL- Ll. C) ( A 4 1 _1 Z FOR J CONTINUATION PANEL 'F' z 1 NOTES: �i TWO POLE TOGGAL SWITCH FOR HOT WATER HEATER. 2Q JUNCTION BOX MOUNTED 18' A.F.F. FOR HOT WATER HEATER. U3 JUNCTION BOX MOUNTED 2' -5' A.F.F. FOR SOUND SYSTEM. N SECOND FLOOR POWER & SIGNAL PLAN AREA "A" N KEY PLAN a -zs -ea �o . y c0 N p � U V o0 Z H 10 N Q • 0 u cn Q w -1 01)� 4 H nQ. U � O cc w !a z LLJ O wa Z H Q F- 3 • J fA U) N • Z r+ U N w oc z CL J `L H Cl) co [S W j U CL m rD C:) I l.L C) L O U W U) CD Z H 0 m W U H U. U. O Q U H 0 W Z Cn 87056 0 E -6 SUMO2E06 AA QQ PLANTEA � \ _ --___ ___ - = of —. � -- - _ -- - f :- _ - -�= �_ -- — -- _ - - ��._ -� -�_ - -� _ -- _ -- _ _ - -_ _ . -- - =- =� ._ -�•, 9 F8 � 6 6 4 4 2 P TLT . 304 , - EXAM 400 - 4 - XAM 303 ` 9 S EXAM 305 6 l ! EXAM 415 S I i ! i 8 6 2 3 ! C � - 4 Z 6 F ! 8 6 5 \ 9 ! 6 H�JH !4 � 4 i LAV.413 ' , / O S OoO 1 T --� -'� BREAK 412 K`Z' i �P E_7, 9 B ! 6 LAV . 403 D -10 / 7 ! I _ - HALL 404 E -ii \ ° HALL 306 EXAM 308 L- B PANEL ° E - \ i 54 mmgRm J" \ 0 J� 9 6 C _ B__ -� ! IL_ c ° ' \\ ��' 6 , , - - - - -�� 8 B D-79It l B O ! 0 0 \. \ - �- - - - - -- �\ � D- 2 4 � ,,8 � ! q � E 2, 4, 6, 8 b EXAM 405 6 1 BUS. 6 0 - -PANEL D 2 19 o « \ 2 / 2 � \ MADANI r N OFFICE 307 �� � (� g dU S� _ �=1Q y � � OFFICE 411 v \ 'o a / R . � ��.' a� \ UTIL 309 S1 4 __�7 4 O H'rIH v, Fya U 9 - S - - C _ .9 4 - � SAY. 310 LA4. 407 ~ � 406 L , 7 - - - 9 ,. i / n - - �A 'o Q �O X\ 2 c rj CORRIDOR #D -D \ / HPA -10 \ So \ moo, 32 30 HPA -30, 32 1 , ELECT. #K-K ELEVATORS T ELE RM. #F -F Q �' 30 MECH . #J -J - .� F.<01 , NOTES: 0 TELEPHONE BOARD 4x8 x3/4 . ac / / \ TWO POLE TOGGAL SWITCH FOR HOT 'MATER HEATER. \ , 0 JUNCTION BOX MOUNTED 18 A.F.F. t U �'' 3, s FOR HOT 'MATER HEATER. / ✓ �� ' \ / \ ! / % (D4 JUNCTION BOX MOUNTED 2 l -5 ° A.F.F. `' ti� IIIIIIIIII LIIII I IIIIIIIIIIIIIII TUTFM I > B, FOR SOUND SYSTEM. �9 UPPER LOBBY #G -G \ > > O \, ` •�P 00 i ' I / N SECOND FLOOR POWER 6 SIGNAL PLAN AREA "B" 30 � J n d•a.3 -s N KEY PLAN � y c x 3 _j U c9 9 Q � U Z n � v � W F-- LL H `_ U i O W Q� w W z H C7 w a O (D ,1 _j U) L vi U ( ct� A LIJ a c� cn cd CC 3 CD ) d C) LLJ U) (D Z co f� LLJ C3 LL LL. CD _j U F---i C) W w 87056 E-7 SUMO2E07 \ 2 \ FERLI TA P. OFFICE 311 P. OFFICE 408 9 WAITING 4fT ti � 'W I T I N G 312 / �cl o a 2 Q 2 1 i S TOR 4 = 409 k o 4 / 2 11 1i 9 i o 0 q ` 4. 2 / O F G J U 3 --j U (0 • D f H U I I I V W • LOW FOR Z ° m CONTINUATION NOTES: H - N Q SEE DWG I i TWO POLE TOGGAL SWITCH FOR HOT WATER HEATER. ' --� cq cc r - r _ _ __�� a - - - - - - - i _ - : _ _ _ _ _ JUNCTION BOX MOUNTED 18 A.F.F. FOR HOT WATER � - - - - - - - - - - I 5 - - - -- - �- - 5 - - -- I - - LAV. i i _ HEATER. H a a i U LAV 515 I I 602 03 JUNCTION BOX MOUNTED 2' -5" A.F.F. FOR SOUND p Y 'I 4 S 4 ' I ' I ii SYSTEM. EXAM 5 i 4 I I (n N - EXAM 516 I 1 Q ac II I 2 5 I LAV. PRIVATE w I I I BUS OFFICE 600 1 603 OFFICE 604 ' H O I O i w a I 4 I —� I_ LAB 2 — O zz i - - - -- , - O I _ i t I J co z _ .. 513 I n F ?, 5 (A N a •• Z r+ I \ I 5 3: UN C -2, 4, 6, 8, 10 I 2 5 a 5 -- 5 I PANEL "C" it HALL 511 } 2 7 I HALL 605 I _ C -7. 9. P. TLT 512 It, 13 1 C -12 AMPARO 9 19 - STAIR #B 7 WAITING 601 EXAM 606 O ii S J Q UTIL. HWH[ 2 7 9 S I d EXAM 611 Q_ ' 510 ( � � ° 0 9 _j - 7 1 � 9 1 U) cz i I o P. TLT. UTIL. 608 i w 7 I 607 3 O CJ) r STO R�. 508 7 LAB 509 0 ' Ls a S 7 `� HWH J A _ 6 I 7 , , 7 , 2 , o S I 0 13 _j r__ E_ 7r-1 1 = I J lei I 2 i 2 13 EXAM 612 - F 2 n o f I - o CORRIDOR #E -E I d U _ e 13 , W 7 co y Cn - - - - - - - _ — - - -- -- - -- -— - - - - CO o LAB 609 --- ? - - - -- 6 ► 6 17 (n i7 13 TIL. 701 - - - - - - - ' I 6 -- 17 - - - 1 0 r - 6t Iii EXAM 613 13 2 A -5, 7, 9, 11, 13, 15, 17 t U I I I V _ � O U H OFFICE 702 � ENG 705 TEST RM. 706 6 I XAM 616 i7 _ co PANEL "A" o - 15 - - SECOND FLOOR POWER & SIGNAL PLAN AREA 2 C I , I , 17 8 SCALE: 1/4" = i' -0" 2 - W _j I U 4 " 8 17 I O 15 LL, L_ 15 BREAK 614 LL. ' i 1 1 1 , O 2 _ B -6, 8, l0 HALL 708 P. TLT. i5 I " " I 707 in LAV . 616 1 4 I U PANEL B -� 8 H L� 15 4 B -2, 4 8 - - 1 - 10 - AREA "B" Z L V. 715 n P. OFFICE 615 � 4 P. OFFIC 713 n EXAM 7l0 I EXAM 709 i7 15 I � r S 4 C.) !0 OS i0 S " AREA A " " AREA C " I O 10 In I I I � I +- CLO. 714 , 4 8 14 _ i7 i5 - -- - - - - -- -- - -- - - - -- - -- N z I KEY PLAN 0 _J � -g E-8 SUMO2E0B LEGEND SYMBOL DESCRIPTION F H.I.D. OR INCANDESCENT FIXTURE. CAPITAL LETTER O INDICATES FIXTURE TYPE. THREE POLE FUSED SWITCH. NUMERALS INDICATE CROSSHATCHED FIXTURES SHALL BE CONNECTED TO ® THE NIGHT LIGHT OR /AND EMERGENCY EGRESS SYSTEM. TRANSFORMER WITH DESIGNATION. FLUORESCENT FIXTURE. tQ WALL MOUNTED INCANDESCENT OR N.I.D. FIXTURE. C� WALL MOUNTED FLUORESCENT FIXTURE. ® CEILING MOUNTED ILLUMINATED EXIT SIGN. SHADED QUADRANT INDICATES FACE SIDE. ARROW INDICATES GROUND BUS WITH NEUTRAL BUS. EGRESS FLOW. REVENUE METER BASE. WALL MOUNTED ILLUMINATED EXIT SIGN. S a SINGLE POLE SWITCH CENTERLINE MOUNTED 48' AFF. HEAVY DUTY FUSED DISCONNECT SNITCH. SMALL LETTER INDICATES CONTROLLED OUTLET. s 2 DOUBLE POLE SWITCH CENTERLINE MOUNTED 48' AFF. s3 THREE WAY SWITCH CENTERLINE MOUNTED 48' AFF. a OUTLET DESIGNATIONS. SMALL LETTER 0, INDICATES CONTROLLING SWITCH. NUMERAL 3 PHASE SYMMETRICAL SHORT CIflCUIT CURRENT INDICATES CIRCUIT NUMBER. _ SINGLE RECEPTACLE, NEMA TYPE 5 -20H 7 CENTERLINE MOUNTED 18' AFF. 100/3 DUPLEX RECEPTACLE, NEMA TYPE 5 -20R, CENTERLINE MOUNTED 18' AFF IN FINISHED AREAS AND 48' AFF SPACE IN UNFINISHED AREAS. SEE PANELBOARD SCHEDUL DUPLEX RECEPTACLE CENTERLINE MOUNTED 6' ABOVE 9 COUNTERTOP OR SINK. TV COUNTERTOP OR SINK. 200 /110 SWITCH FUSE CONDUIT CONCEALED IN FINISHED AREAS OR EXPOSED #i0 _x ff�-- IN UNFINISHED AREAS. SHORT SLASH LINES INDICATE UNGROUNDED CONDUCTORS. LONG SLASH LINES INDICATE 3 #4 & i #6g, i'c NEUTRAL CONDUCTOR. X MARKS INDICATE.GROUNDING It CONDUCTOR. NO SLASH LINES OR MARKS INDICATE A 225/3 MINIMUM OF THREE (3) CONDUCTORS IN A RACEWAY. CONDUCTOR SIZE INDICATED IF OTHER THAN 112 AWG. - CONDUIT CONCEALED BELOW FLOOR SLAB — — — CONDUIT CONCEALED 30' MINIMUM BELOW FINISHED GRADE SES— UNDERGROUND SECONDARY ELECTRIC SERVICE INSTALLED A MINIMUM OF 30' BELOW FINISHED GRADE. T UNDERGROUND TELEPHONE SERVICE INSTALLED A MINIMUM OF 30' BELOW FINISHED GRADE. LHi -1,3 HOMERUN TO PANELBOARD (i.e. PANELBOARD LHi, CIRCUITS 1 AND 3 OR POLE SPACES I AND 3). FLEXIBLE METAL CONDUIT. O CONDUIT TURNING UP. 0 CONDUIT TURNING DOWN. MOTOR OUTLET - NUMERAL INDICATES HORSEPOWER RATING. Eli NON- FUSED, HEAVY -DUTY DISCONNECT SWITCH - NUMERAL 30 INDICATES AMPERE RATING. El FUSED, HEAVY -DUTY SWITCH - NUMERALS INDICATE 30/15 AMPERE RATING OF SWITCH AND FUSE SIZE RESPECTIVELY. FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER WITH OVERLOAD PROTECTION. JQ JUNCTION BOX. SCP SECURITY SYSTEM CONTROL PANEL. Q MAGNETIC DOOR SWITHCH. TO TIME CLOCK. [] LIGHTING CONTACTOR. LIGHTING PANELBOARD, 480/277V, 3 PHASE, 4 WIRE. ® RECEPTACLE PANELBOARD, 208/120, 3 PHASE, 4 WIRE. ► TELEPHONE OUTLET CENTERLINE MOUNTED 18' AFF WITH 3/4' CONDUIT EXTENDED TO TELEPHONE TERMINAL BOARD. AC FIRE ALARM CONTROL PANEL -TOP OF PANEL SHALL BE MOUNTED 6' -6' AFF. © 3 MANUAL PULL STATION CENTERLINE MOUNTED 48' AFF. NUMERAL INDICATES INITIATION ZONE. COMBINATION HORN/LIGHT UNIT CENTERLINE MOUNTED 7' -6' AFF IN FINISHED AREAS AND 10' -0' AFF IN �I UNFINISHED AREAS. NUMERAL INDICATES ALARM ZONE. Q 4 SMOKE DETECTOR. NUMERAL INDICATES INITIATION ZONE. fS p DUCT SMOKE DETECTOR. NUMERAL INDICATES INITIATION ZONE. � 1 I COMBINATION FIXED TEMPERATURE (135 F.) /RATE Of RISE HEAT DETECTOR. ZONE. Fs I SPRINKLER FLOW SWITCH INDICATES INITIATION 3 POST INDICATOR VALVE (PIV) OR OS 6 Y VALVE TAMPER Ts SWITCH. NUMERAL INDICATES INITIATION ZONE. AFF ABOVE FINISHED FLOOR. C CONDUIT. g GROUNDING CONDUCTOR. ESC ELECTRICAL SUBCONTRACTOR. EWC ELECTflIC WATER COOLER. EHN ELECTRIC WATER HEATER. MTD I MOUNTED. WP WEATHERPROOF. GENERAL NOTES I . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, 1987 AND FLORIDA POWER COMPANY (FPCO) STANDARD SERVICE REQUIREMENTS. 2. SECONDARY ELECTRIC SERVICE SHALL BE PROVIDED BY THE ESC. TERMINATIONS TO SERVICE TRANSFORMER SECONDARY SHALL BE MADE BY FPCO. PRIMARY CONDUIT, TRENCHING AND BACKFILL PROVIDED BY ESC. 3. A TEMPORARY SERVICE SHALL BE PROVIDED BY THE ESC FROM A POWER COMPANY SOURCE TO THE FACILITY SITE FOR LIGHT AND POWER REQUIREMENTS DURING CONSTRUCTION. MEET OR EXCEED OSHA STANDARDS FOR ELECTRICAL DISTRIBUTION AND SAFETY ON CONSTRUCTION SITES. 4. ALL WIRE AND CABLE SHALL BE HARD DRAWN COPPER WITH THWN /THHN, 600 VOLTS INSULATION. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG FOR POWER AND LIGHTING CIRCUITS, AND MINIMUM #14 FOR SIGNAL CIRCUITS. BRANCH 6 FEEDER ABOVE GROUND - THHN (90 DEGREES C) BRANCH 6 FEEDER BELOW GROUND - THWN (75 DEGREES C) SECONDARY ELECTRIC SERVICE - THWN (75 DEGREES C) 5. #!0 AWG AND SMALLER WIRE CONNECTORS SHALL BE 600 VOLTS ELECTRICAL SPRING CONNECTORS (IDEAL 451/452) OR (3M 312/512) . #8 AWG AND LARGER WIRE CONNECTORS SHALL BE THE SPLIT BOLT TYPE WITH INSULATION OF VINYL MASTIC PADS AND VINYL PLASTIC TAPE (3M 2200/2210 AND SUPER 33 +). 6. ALL WIRE AND CABLE SHALL BE INSTALLED IN CONDUIT. MINIMUM CONDUIT SIZE SHALL BE 1/2' AND CONDUIT SHALL BE CONCEALED IN FINISHED AREAS AND PROTECTED IN UNFINISHED AREAS. 7. ELECTRICAL METALLIC TUBING MAY BE USED IN FINISHED AREAS WITH SET SCREW COUPLINGS AND FITTINGS. E.M.T. MAY ALSO BE USED IN UNFINISHED AREAS WHERE PROTECTED IN COLUMN WEBS, IN JOIST SPACE, OR UTILITY ROOMS. 8. RIGID GALVANIZED STEEL CONDUIT SHALL BE INSTALLED WHERE CONDUITS ARE SUSCEPTIBLE TO PHYSICAL DAMAGE AND IN ALL EXTERIOR LOCATIONS ABOVE GROUND. 9. SEE SERVICE ENTRANCE AND METER GROUNDING DETAIL. 10. SCHEDULE 40 PVC CONDUIT SHALL BE INSTALLED BELOW GRADE. THE USE OF SCHEDULE 40 PVC ELBOWS AND CONDUIT STUB -UPS SHALL NOT BE PERMITTED. TRANSITION BELOW GRADE PVC TO RIGID GALVANIZED STEEL PRIOR TO STUB -UP. It. FINAL CONNECTIONS TO MOTORS, VIBRATING EQUIPMENT AND WATER HEATERS SHALL BE MADE WITH LIQUID -TIGHT FLEXIBLE CONDUIT AND CONNECTORS. FINAL CONNECTIONS TO LIGHT FIXTURES SHALL BE MADE WITH FLEXIBLE CONDUIT AND CONNECTORS. 12. INSTALLL FIRESEAL AT ALL CONDUIT PENETRATIONS THROUGHT FIRE RATED WALLS. 13. A GREEN INSULATED GROUNDING CONDUCTOR SHALL BE INCLUDED IN ALL CONDUIT. 14. FUSES SHALL BE DUAL ELEMENT, NEMA CLASS RKi OR RK5. 15. ALL LIGHTING FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF ALL SUSPENDED CEILINGS. THE FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE WITH 2 - #10 GAUGE TIE WIRES. 16. LIGHT FIXTURE CATALOG NUMBER MAY OR MAY NOT REFLECT TRIM OR FLANGE REQUIRED FOR A SPECIFIC CEILING TYPE IN A ROOM. ESC SHALL VERIFY CEILING TYPES FROM ARCHITECTURAL DRAWINGS TO DETERMINE WHETHER THE FIXTURE REQUIRES G, F. Z. H, T OR C TRIM. 17. VERIFY ALL DOOR SWINGS WITH THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO ROUGHING -IN ANY SWITCHES. 18. OUTLETS WHICH ARE NOTED FOR A PARTICULAR PIECE OF EQUIPMENT ARE SO NOTED IN ORDER THAT THE ELECTRICAL SUBCONTRACTOR CAN COORDINATE THE LOCATION OF THE OUTLET WITH THE CONNECTING LOCATION OF THE EQUIPMENT. THE RESPONSIBILITY FOR THIS COORDINATION SHALL BE THE ELECTRICAL SUBCONTRACTOR. ONE LINE LEGEND SYMBOL DESCRIPTION DESIG. THREE POLE CIRCUIT BREAKER. —�*�- THREE POLE FUSED SWITCH. NUMERALS INDICATE REMARKS SWITCH SIZE AND FUSE SIZE. HEAT PUMP TRANSFORMER WITH DESIGNATION. T3 400/250 SWITCH FUSE H I PANELBOARD WITH DESIGNATION. —t— G REMOVABLE LINK CONNECTING SERVICE ENTRANCE —F-- N GROUND BUS WITH NEUTRAL BUS. FO-1 REVENUE METER BASE. —�2} -- FEEDER DISIGNATION Ell HEAVY DUTY FUSED DISCONNECT SNITCH. T CURRENT TRANSFORMER. FPCO FLORIDA POWER CORPORATION. C.B. CIRCUIT BREAKER F.S. FUSED SWITCH Isc 3 PHASE SYMMETRICAL SHORT CIflCUIT CURRENT UL SERIES MAIN SWITCHBOARD MSB SHORT CIRCUIT SERVICE: NO. SETS 3 PHASE 500 M NEUTRAL 500 M CONDUIT 3' ❑ AMPERE MAIN SWITCH AMPERE FUSE 208/120 VOLTS 3 PHASE ■ 1000 AMPERE MAIN BREAKER ■ FULL O HALF NEUTRAL 4 WIRE 100% RATED DESIG. FEEDER LOAD 0 C • B ❑ F.S. FEEDER SIZE REMARKS 1 HEAT PUMP 250/3 3 -4/0 & 1 #49, 2'c 400/250 SWITCH FUSE 2 HEAT PUMP 250/3 3 -4/0 & 1 #4g, 2'c 400/250 SWITCH FUSE 3 HEAT PUMP 150/3 3 -1 /0 & 1 #6g, I 1 /2'c 200/150 SWITCH FUSE 4 HEAT PUMP 150/3 3 -1 /0 & 1 #6g, i 1 /2'c 200 /150 SWITCH FUSE 5 HEAT PUMP 150/3 3 -1 /0 & 1 #6g, I 1 /2'c 200/150 SWITCH FUSE 6 PANELBO. HPA 150/3 SEE PANELBOARD SCHEDUL 7 SPACE 100/3 SEE PANELBOARD SCHEDUL 8 SPACE 100/3 SEE PANELBOARD SCHEDUL 9 ELEVATOR 125/3 3 #4 & 1 #6g, 1'c 200 /110 SWITCH FUSE 10 ELEVATOR 125/3 3 #4 & i #6g, i'c 200 /110 SWITCH FUSE It FUTURE X -RAY SPACE 225/3 FUTURE TENANT SERVICE TROUGH SERVICE: N0. SETS 2 PHASE 350 HCH NEUTRAL 350 NCH CONDUIT 3' ❑ AMPERE MAIN SWITCH AMPERE FUSE 208/120 VOLTS 3 PHASE ■ 600 AMPERE MAIN BREAKER SQUARE D COMPANY 4 'r1IRE NEMA 1 ENCLOSURE MAL3600 ULSE LABEL UESIG. FEEDER LOAD 0 C • 8 ■ F.S. FEEDER SIZE REMARKS i PANELBOARD A 100 /100 SEE PANELBOARD SCHEDUL 2 PANELBOARD B 100 /100 SEE PANELBOARD SCHEOUL 3 PANELBOARD C 100 /100 SEE PANELBOARD SCHEDUL 4 PANELBOARD D 100 /100 SEE PANELBOARD SCHEOUL 5 PANELBOARD E 100 /100 SEE PANELBOARD SCHEDUL 6 PANELBOARD F 100 /100 SEE PANELBOARD SCNEDUL 7 PANELBOARD G 100 /100 SEE PANELBOARD SCHEDUL 8 PANELBOARD H 100 /100 SEE PANELBOARD SCHEDUL FUTURE TENANT FUTURE TENANT FUTURE TENANT FUTURE TENANT FP( _� f] I PRIMARY SERVICE CONDUIT, TRENCHING & BACKFILL PROVIDED BY ESC. T-- -n7 C 7C 0 1/4'x2'x3' -0' SOLID COPPER BAR. MOUNTED ADJACENT TO MSB & TROUGH. �2 BOND TO COLD WATER LINE. �3 BOND TO BUILDING STEEL & FOUNDATION REBAR. ® NEMA I TROUGH. 70 1 -210, 3/4 50 SEE SCHEDULES. ® LIGHTNING ARRESTOR -3/0, 3/4'c A • 0) i r i r i r i i 0 D D C•� O Zt 4 5 0 a N G (D ETER BASES 6 INSTALLATION HAIL MEET OR EXCEED PROVISIONS .,F FLORIDA POWER CORPORATION REQUIREMENTS FOR ELECTR SERVICE AND METER INSTALLATION LATEST EDITION). ONE LINE DIAGRAM SEE SERVICE ENTRANCE CONDUCTORS G 1987 NEC 250 -79 (C) LOCKNUT SET AGAINST BARE METAL OF ENCLOSURE. PROVIDE BUSHINGS WITH SOIDERLESS LUGS (TYP. MAIN CIRCUIT BREAKER ENCLOSURE SIZED PER 1987 NEC TABLE 250 -95. METER ENCLOSURE 1987 NEC 250-79(C) SIZED PER 1987 NEC TABLE 250 -94. N Rl N 9 -1-- LINE SEE PANELBOARD SCHEDULES FOR SIZES OF NEUTRALS AND GROUNDING CONDUCTORS. SEE ONE LINE DIAGRAM NOTE' PHASE CONDUCTORS NOT SHOWN. SERVICE ENTRANCE AND METER GROUNDING DETAIL n SUM06E10 o o 0 • co U Z N �d tt^^ �+ C3 H `_ w W z L9 z a _j •'(n Z Z U i ca W w C-1 cj cn CD co C� 1.1.1 CC.) LL. LL C) x C1� eioso C� E-10 a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS PANELBOARD 'A" AMPS PANELBOARD 'E' BRANCH LOAD A B C CB /P A B C CB /P A B C BRANCH LOAD LIGHTING 6.5 C BRANCH LOAD 20/1 1 - 2 20/1 10. 1 - LIGHTING LIGHTING 20/1 3.6 20/1 3 - 4 20/1 5.3 8.8 20/1 LIGHTING RECEPT. SITE LIGHTS LIGHTING 10.5 20/1 5 - 10.5 6 30/2 20/1 LIGHTING 26 H.W.HEATER 9 RECEPT. 9.0 5 - 9 20/1 7 - 20/1 7 - 8 10.5 26 _ 6 RECEPT. W.5 SPARE ­--8 RECEPT. ELEV. LIGHTS 9.0 6 20/1 9 --- 20/1 9 20/1 RECEPT. 6 6 SPARE RECEPT. 2nd FL. 10.5 RECEPT. 20/1 9 10.5 20/1 11- It- 30/2 12 20/1 20/1 H.W. HEATER 6 SPARE EL. RECEPTAGT 6 RECEPT. 10.5 6 11 20/ 1 13 - 12 20/1 14 20/1 6 9 SPARE SPARE SPARE 6 RECEPT. GND. LOBBY LTG. i2 6.6 20/1 15 - i5 20/1 16 /1 20/1 6 6 SPACE E.W.C. GROUND 6 RECEPT. 20/1 20/1 12 20/1 17----18 17 - 6 6 /1 SPACE SPACE 6 SPACE /1 /1 SPARE 6 /i 1 /1 20/1 i9 - SPACE 20 /1 6 FEEDER 4 #2 W /1 #8g., 1 1 /4'c TOTAL AMPS A 49.6 B 64.3 C 63.5 CONNECTED DEMAND 3 0 KVA 21.2 3 0 KVA SPACE SPACE SPACE 2nd FL. LTG. 6 10.2 /1 2i 22 /1 /1 6 20/1 SPACE SPACE SPACE DOOR OPERATOR 6 /1 23 24 /1 6.5 20/1 6 [ SPACE 208/120 VOLTS 3 PHASE --- 4 WIRE ■ FULL ❑ HALF NEUTRAL 100 AMPERE ■ MAIN LUGS ❑ MAIN BREAKER ❑ GROUND BAR FEEDER 02 W /1 #8g., 1 1/4 "c TOTAL AMPS A 80.5 B 57.4 C 83 CONNECTED DEMAND 3 0 KVA 26.5 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS AMPS AMPS I PANELBOARD 'E' BRANCH LOAD AMPS B BRANCH LOAD A B C CB /P B A B C CB /P A B C BRANCH LOAD LIGHTING 7.6 2 20/2 20/1 1 - SITE LIGHTS 2 20/1 10.5 20/1 RECEPT. LIGHTING -4 5.3 20/1 3 - SITE LIGHTS LIGHTING 4 20/1 20/2 10.5 5 - RECEPT. 20/1 LIGHTING 2.8 9 20/1 SITE LIGHTS 5 - 9 6 6 20/1 7 - 7.5 10.5 RECEPT. _ 6 RECEPT. W.5 SPARE ­--8 20/1 ELEV. LIGHTS 7 - 6 8 20/1 9 10 RECEPT. 6 RECEPT. RECEPT. 2nd FL. 10.5 20/1 20/1 9 9 - 6 __110 It- 30/2 26 26 20/1 H.W. HEATER RECEPT. SPARE EL. RECEPTAGT 6 6 20/1 6 11 ii- 20/1 12 20/1 20/1 6 26 9 SPARE SPARE SPARE 6 6 GND. LOBBY LTG. 20/1 6.6 13- 20/1 i5 20/1 6 16 20/1 SPARE 6 SPARE E.W.C. GROUND 6 6 20/1 20/1 15 16 20/1 17 - 6 6 SPARE SPACE SPACE 6 6 /1 /1 17 i8 /i 1 /1 6 6 SPACE 208/120 VOLTS 3 PHASE - 4 WIRE ■ FULL ❑ HALF NEUTRAL 100 ■ ❑ ❑ AMPERE MAIN LUGS MAIN BREAKER GROUND BAR FEEDER 4 #2 W /1 #8g., 1 1 /4'c TOTAL AMPS A 49.6 B 64.3 C 63.5 CONNECTED DEMAND 3 0 KVA 21.2 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS PANELBOARD 'HPA' AMPS I PANELBOARD " B " BRANCH LOAD A B C CB /P A B C CB /P A B C BRANCH LOAD SITE LIGHTS 10.4 C BRANCH LOAD 20/2 1 2 20/2 7.5 1 - SITE LIGHTS SITE LIGHTS 20/1 10.4 20/1 3 - LIGHTING -4 6.2 7.5 SITE LIGHTS SITE LIGHTS LIGHTING 4 8.9 20/2 5 5 - 6 20/1 LIGHTING 2.8 SITE BOLLARDS 20/1 SITE LIGHTS 8.9 9 6 6 7 7 - 7.5 9 20/1 _ 6 RECEPT. 10.5 SPARE ­--8 20/1 ELEV. LIGHTS 7 - 6 20/1 9 9 10 20/1 6 H.W. HEATER RECEPT. 2nd FL. 26 20/1 ELEV. LIGHTS 9 9 - 6 20 /1 It- 20/1 26 12 20/1 RECEPT. RECEPT. 6 EL. RECEPTAGT 6 20/1 DOOR OPERATOR 6 ii- 20/1 13----14 12 20/1 6 20/1 9 SPARE SPARE GHO. LOBBY REC . SPARE 6 GND. LOBBY LTG. 6.6 15----16 20/1 i5 14 2011 16 20/1 6 E.W.C. GROUND _ 6 GND. LOBBY LTG. 20/1 16 6.6 20/1 17 - 20/1 6 18 20/1 SPACE 6 5 STRIP LGT /1 18 GNO. LOBBY LTG. 6.6 /1 6 20/1 19 - SPACE 208/120 VOLTS 3 PHASE -- 4 WIRE ■ FULL ❑ HALF NEUTRAL 20 20/1 5 TOTAL AMPS A 50.4 B 60.7 C 62.3 CONNECTED DEMAND 3 0 KVA 20.8 3 0 KVA SPACE ELEC . ROOM 2nd FL. LTG. 10.2 20/1 21----22 22 /1 20/1 6 SPACE DOOR OPERATOR 1st FL. LAV. /i 123 6.5 20/1 23--- 23 6 SPACE 20/1 100 AMPERE ■ MAIN LUGS ❑ MAIN BREAKER ❑ GROUND BAR FEEDER 4 #2 W /1 #8g., 1 1 /4 °c 5.3 2nd FL. LOBBY LTG. STAIR A 3.1 SPARE 20/1 25 - 20/1 26 20/1 6.6 20/1 6 2nd FL. LOBBY LTG. STAIR B 3.1 20/1 27--­-28 20/1 27 28 20/1 6.6 SKYLITE LTG. SPACE GARAGE 6 /1 9 20/1 29 - 6 30 20/1 100 AMPERE ■ MAIN LUGS ❑ MAIN BREAKER ❑ GROUND BAR FEEDER 4 12 W /1 #8g., 1 1/4 "c 0.5 RECEPT. 2nd FL. SOFFIT LIGHT 9 20/1 31----32 20/1 6 E.N.C. 2nd FL. SOFFIT LIGHT 9.5 20/1 33-- 20/1 7.8 SOFFIT LIGHT SECURITY 3 20/1 35 36 20/1 8.7 SOFFIT LIGHT FACP 3 20/1 37- 38 20/1 7.8 PARKING EXHAUST FAN 6 20/1 39 40 20/1 6 EXHAUST FAN EXHAUST FAN 6 20/1 41 42 20/1 6 SPARE 208/120 VOLTS 3 PHASE 4 WIRE ■ FULL ❑ HALF NEUTRAL ■ SUBFEED LUGS 225 AMPERE ■ MAIN LUGS ❑ MAIN BREAKER ■ GROUND BAR FEEDER 4 -1/0 & i #6g .,1 1/2'c TOTAL AMPS A 95 B 98 C 90 CONNECTED DEMAND 3 0 KVA 34 3 0 KVA 34 a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS AMPS AMPS PANELBOARD " B " BRANCH LOAD AMPS B BRANCH LOAD A B C CB /P B A B C CB /P A B C BRANCH LOAD LIGHTING 9.9 2 20/1 20/1 1 - RECEPT. 2 20/1 9 20/1 RECEPT. LIGHTING 4 6.2 20/1 3 - LIGHTING 4 20/1 9.0 9 5 - RECEPT. LIGHTING LIGHTING 5.6 9.3 20/1 5 - 5 - 9 6 6 20/1 7 - 7.5 9 RECEPT. RECEPT. RECEPT. 10.5 20/1 20/1 7 ----8 7 - 7.5 8 20/1 9 H.W. HEATER RECEPT. RECEPT. H.W. HEATER 9 26 20/1 30/2 9 9 - 7.5 20/1 i0 20/1 26 7.5 30/2 RECEPT. RECEPT. 26 H.W. HEATER 6 20/1 26 ii- ii- 12 2011 12 20/1 6 SPARE 6 SPARE SPARE 6 SPARE 6 20/1 20/1 15----16 13- 20/1 14 2011 6 SPARE SPARE SPARE _ 6 1 20/1 16 15 i6 /1 20/1 6 SPACE SPACE SPACE 6 /i 6 /1 18 i7 18 /1 6 SPACE 6 SPACE 208/120 VOLTS 3 PHASE -- 4 WIRE ■ FULL ❑ HALF NEUTRAL 100 ■ ❑ ❑ AMPERE MAIN LUGS MAIN BREAKER GROUND BAR FEEDER 4 #2 W /1 #8g., 1 1 /4'c TOTAL AMPS A 50.4 B 60.7 C 62.3 CONNECTED DEMAND 3 0 KVA 20.8 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS AMPS AMPS PANELBOARD 'F" BRANCH LOAD AMPS B BRANCH LOAD A B C CB /P B A B C CB /P A B C BRANCH LOAD LIGHTING 9.0 2 20/1 20/1 1 - RECEPT. 2 20/1 9 20/1 RECEPT. LIGHTING 4 8.2 20/1 3 ---4 LIGHTING _ 20/1 9.0 7.5 5 - RECEPT. LIGHTING 20/1 5.6 20/1 RECEPT. 5 - RECEPT. 9 6 20/1 20/1 7 - 7.5 RECEPT. 8 1 10 RECEPT. 9 26 20/1 30/2 7 ----8 7 - 7.5 30/2 26 9 H.W. HEATER 20/1 RECEPT. RECEPT. 9 26 20/1 RECEPT. 9 ­__lo 7.5 20/1 11- 20/1 26 12 30/2 RECEPT. RECEPT. 26 H.W. HEATER 6 20/1 RECEPT. ii- ii- 12 2011 12 20/1 6 SPARE 26 RECEPT. SPARE 6 SPARE_ 6 20/1 13 - 15----16 14 20/1 6 20/1 16 SPARE SPARE 6 _ 20/1 1 15 16 20/1 20/1 6 20/1 SPARE SPACE 20/1 SPACE 6 /i SPARE i7 18 /1 6 /1 6 SPACE 208/120 VOLTS 3 PHASE 4 WIRE ■ FULL ❑ HALF NEUTRAL 100 ■ ❑ ❑ AMPERE MAIN LUGS MAIN BREAKER GROUND BAR FEEDE 92 W /1#8g., 1 1/4 19 c TOTAL AMPS A 65 B 62.7 C 37.1 CONNECTED DEMAND 3 0 KVA 19.7 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS PANELBOARD 'C' AMPS PANELBOARD ° G° BRANCH LOAD A B C CB /P A B C CB /P A B C BRANCH LOAD LIGHTING 9.4 C BRANCH LOAD 20/1 1 - 2 20/1 9 1 - RECEPT. LIGHTING 20/1 7.4 20/1 3 - LIGHTING 4 20/1 9 RECEPT. LIGHTING _ 20/1 9.0 20/1 5 - RECEPT. 6 20/1 7.5 RECEPT. - RECEPT. 9 6 20/1 7 - 9 8 1 10 20/1 6 26 RECEPT. 30/2 RECEPT. 7 - 7.5 20/1 9 - 9 10 20/1 6 RECEPT. E.W. COOLER 26 RECEPT. RECEPT. 9 - 7.5 20/1 11- 20/1 -12 12 30/2 RECEPT. 7.5 26 H.W. HEATER - RECEPT. RECEPT. 7.5 ii- 20/1 13- 12 20/1 14 7.5 26 RECEPT. RECEPT. SPARE_ 6 SPARE 6 15----16 20/1 15 - 14 20/1 16 20/1 6 SPARE _ 6 SPARE 20/1 20/1 6 20/1 17 - 20/1 6 18 20/1 SPACE SPACE 6 SPARE /i /1 SPACE 6 /1 /1 /1 19- SPACE 208/120 VOLTS 3 PHASE - 4 WIRE ■ FULL ❑ HALF NEUTRAL /1 6 FEEDER 4 #2 W /1 #8g., 1 1 /4 "c TOTAL AMPS A 63.1 B 61.2 C 41 CONNECTED DEMAND 3 0 KVA 19.8 3 0 KVA SPACE SPACE 6 /i 2i 22 /1 6 SPACE SPACE H.W.HEATER 6 /i 123 24 /1 20/1 23 6 SPACE 208/120 VOLTS 3 PHASE -- 4 WIRE ■ FULL ❑ HALF NEUTRAL 100 AMPERE ■ MAIN LUGS ❑ MAIN BREAKER ❑ GROUND BAR FEEDER 4 #2 W /1 #8g., 1 1 /4 °c TOTAL AMPS A 78.9 B 41.9 C 62 CONNECTED DEMAND 3 0 KVA 21.9 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS AMPS AMPS PANELBOARD ° G° BRANCH LOAD AMPS B BRANCH LOAD A B C CB /P B A B C CB /P A B C BRANCH LOAD LIGHTING 7.1 2 20/1 20/1 1 - LIGHTING 2 20/1 9 20/1 RECEPT. LIGHTING 4 6.7 20/1 3 ---4 LIGHTING 4 20/1 ii 9 5 - RECEPT. 6 LIGHTING 8 20/1 - 5 ----6 9 6 20/1 7 - 9 RECEPT. 20/1 H.W. HEATER 26 RECEPT. 30/2 RECEPT. 7 - 9 - 8 20/1 9 10 RECEPT. 9 RECEPT. RECEPT. 26 RECEPT. 20/1 9 - 20/1 It--- 1 20/1 -12 7.5 RECEPT. 7.5 RECEPT. SPARE RECEPT. 6 20/1 ii- 13----14 12 20/1 20/1 7.5 6 RECEPT. RECEPT. SPARE_ 6 6 20/1 15----16 13- 14 20/1 6 9 SPARE SPARE _ 6 20/1 20/1 15 1 20/1 20/1 6 6 SPARE SPACE SPACE _ 6 /i /1 17 18 /1 /1 6 SPACE 208/120 VOLTS 3 PHASE - 4 WIRE ■ FULL ❑ HALF NEUTRAL 100 ■ ❑ ❑ AMPERE MAIN LUGS MAIN BREAKER GROUND BAR FEEDER 4 #2 W /1 #8g., 1 1 /4 "c TOTAL AMPS A 63.1 B 61.2 C 41 CONNECTED DEMAND 3 0 KVA 19.8 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS AMPS AMPS PANELBOARD 'D' BRANCH LOAD AXPS B BRANCH LOAD A B C CB /P B A B C CB /P A B C BRANCH LOAD LIGHTING 8.5 2 20/1 20/1 1 - LIGHTING 2 20/1 9 20/1 RECEPT. LIGHTING 4 9.3 20/1 3 - LIGHTING 4 20/1 ii 9 5 - RECEPT. 6 LIGHTING 6.5 20/1 - 5 - 9 6 2011 7 - 9 RECEPT. 20/1 RECEPT. 10.5 RECEPT. 20/1 RECEPT. 7 - - - -8 9 20/1 20/1 7.5 10 RECEPT. 9 RECEPT. RECEPT. 9 RECEPT. 20/1 9 - 20/1 It--- 10 30/2 -12 26 H.W. HEATER 7.5 RECEPT. RECEPT. RECEPT. 10.5 20/1 11- 13----14 12 20/1 7.5 26 RECEPT. SPARE 6 6 20/1 15----16 13 - 14 20/1 6 9 SPARE SPARE COMPUTER 6 20/1 20/1 15 16 20/1 2011 6 SPARE SPACE 6 /1 17 18 /1 6 SPACE 208/120 VOLTS 3 PHASE -- 4 'MIRE ■ FULL ❑ HALF NEUTRAL 100 ■ ❑ ❑ AMPERE MAIN LUGS MAIN BREAKER GROUND BAR FEEDER 4 #2 W /1 #89 ., 1 1 /4'c TOTAL AMPS A 47.5 B 65.3 C 64 CONNECTED DEMAND 3 0 KVA 21.2 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 AMPS PANELBOARD 'H" AMPS BRANCH LOAD A B C CB /P A B C CB /P A B C BRANCH LOAD LIGHTING 8.9 2011 1 - 2 20/1 5.9 LIGHTING LIGHTING 7.6 20/1 3 - 4 20/1 6 LIGHTING LIGHTING ii 20/1 5 - 6 20/1 6 LIGHTING - RECEPT. 9 20/1 7 - 8 20/1 9 RECEPT. RECEPT. 9 20/1 9 - 10 20/1 9 RECEPT. RECEPT. 9 20/1 It--- -12 20/1 7.5 RECEPT. RECEPT. 7.5 20/1 13----14 20/1 7.5 RECEPT. RECEPT. 6 20/1 15----16 20/1 9 RECEPT. COMPUTER 3 20/1 17----18 2011 6 RECEPT. COMPUTER 3 20/1 19----20 20/ 4.5 RECEPT. SPARE 6 20/1 21----22 30/2 26 H.W.HEATER SPARE 6 20/1 23 24 26 SPARE 6 20/1 25 26 20/1 6 SPARE SPARE 6 20/1 27 28 20/1 6 SPARE SPACE 6 /1 29 30 /i 6 SPACE 208/120 VOLTS 3 PHASE - 4 'MIRE ■ FULL ❑ HALF NEUTRAL 100 AMPERE ■ MAIN LUGS ❑ MAIN BREAKER ❑ GROUND BAR FEEDER 4 12 W /1 #8g., 1 1/4 "c TOTAL AMPS A 67.3 8 90.6 C 86.5 CONNECTED DEMAND 3 0 KVA 29.3 3 0 KVA a -As -a8 SUM06EIi Z � � y 3 Z V cJ �c� sZ O U i In (D Z C3 W �+ cn H i m 0i_t ca 0d Lt W V-4 r3 H 4 U CL O Qcr_ w ca z O w't O �z J z� • _j u • Z r+ U N cl cL <t U {L [l. C,J Z H C3 H m W CJ Li. L1.. C� C.J Ca W x Z U) E -11 tL rf � tak v 3 3 � :. Kofsk Or 0115 ALLEN S30 ^--- -- tit RO o wwew Ha tB ad pretty _ Kr.roa+r as had ' x r.AA j t ire t as v + t31 i 3t i �40 i .$ 4A 7 . $9 Ate Y' S1� �2r ?o0shdl I '� 11 rtJh�TrC... (� � T Fca�n �a ti y am ~ �CnG kbw � �` �G . A is P' 1010 11" !8' CMP NV. 82.40 LUNL= C2 l W— MVALS' 0 EXISTING STRUCTURES v TREES INDICATED BY HATCH OYE -60 POWER TO BE SELOCATED BY UTILITY CO. (� ELECTRICAL SERVICE: TO EXISTING L'./ STRUCTIINES. EXISTINS SHALE: TO BE IfAACE: BY NEW 42' CW . CCiMME PLANTER - L U N': A R $ I I 1 ° 21 ( �-- DIM" DITCH �! 31 r I EXIST. TOP OF U* s 1 LIVE CAK O L yE 1 6' TAM �' T 12 LIVE W O of 1 Lrirt �c 1 O 3f' BM Lri'E OAK 19' TN;lIf T ' 1 0 xQ411A RIVE OAKO !f' 7AJ�� ' 37' TOM / LAPEL OAK EXIStINB is TAM 1 i v -4 FAA W-4 iAltaf � EXISIIN T I ° CQ"rC. SLAB —� i I F SLA21 PINE \3 O X 5 1 � I I 1.N8 i'iX E 1 i a;4 E' a1 15' T 8IV61 0 0l o bl EXISII.NB � PCi!�A POLE r r 8' T14a"d E LA 3a'Et O� 1 ff sy T I � s e ` �� �" � LIVE 1�Wdi(.� � f2I LA'.PEL ON B' IiEa4( SCAEENE4 pwa i I EXIST I.NB CGNC. WALK i i L OA ac EXI51I.48 1 MEXICAV M401FANI I +B TE if' TAM EXISIL46 I —� m STORY , AAS aa' a T Ai ac ° 9UriDINB — / / — — — — — — — — — � °B ' — — — — N I I 1 �I N I I I 1 LIVE OAK LAUPEL OAK 579.75' 1 !8' TAM u I I !8' Inx I K 89 48' 48' Y C LIVE CM 30, T — - - -- — -- 30' TAM R — _ _ crteirue nrmni T T T nKi Chi A nI SCALE 1 = 30' -0' PASCO COUNTY BM HAW - M BAOtrZE DISK IN HEADWALL EL. 87.29 �i H N .j t, �. j M i 11 as� t ,� W M O V u � M m ui L) U. r - u C -1 CITY OF IEPHYMILLS STOMWAIER CALCULATION Pf&'EM P()5T-AYQOr'"T MFICKN7 OF 1kMF: KU USED IMf AIM A£u 148495 S.F. AMMON 90 15470 S.F. (A(N AAA 28138 S.F. P UST--OEVUU*'M NT C - 0.84 ilt-UEYLLWMC+T MOfF COMICIQIT: HA101MVEO PAHMING 3YMUL IA UOIUUS AREA 11010 S.F. OliLQ4 Aft 181033 S.F. ME•A)UOFMINT C - 0.24 INLE t I ■ 3.6 IM .......•.•..• j;LTQ41I0N 1CAj U - (192103) (.84 -.24) (3.6/12) (1) - 34.578 C.F. AT0110N 1110 1CU - 47.315 C. F. CONC. SIDEWALK 12.T EL. 87.0 �- PAVEi4ENT EL. 85.65 VARIES PROPERTY LINE EL. 85.5 11 EL. 85.0 \ � 1 ` I \ \ 1 - PHASE i LINE ... A �r .� .r r� .r w...�r r ..• .,..� .r .r �.• .w .....mow �r r �..��• w .R ..�..w .� .r .nom.•+ w .� �..r .s .r ....• �....� .� .....�� �►1•� �.r.�.-r w r .r .� ..�- Q -�+��+ �• ,yam 86.0 W 0 U OAK <i IV l _ F __ �i �. \ `` \\ - 36' GAP I. ,rv. e2.41 E1fIS1Lti8 I nn.�n Lie .rvu i -- TOP 86.0 I.E. 84.2 EXISTING NEW _ DESCRIPTION HA101MVEO PAHMING 3YMUL • MriiOl.E TYPE 'P' INLE t .......•.•..• LIHITS OF MASS CON3110 LION CONC. SIDEWALK WA144Y TILE �- FINE NYffMtT1 - 83• 88.0 -- CONI UL41 LINE �_..._ %POT ELEVATION ----- Sf)- -• SANITARY SE'rti}i__� I. E. 82.47 L. rJ� r r� r ,1 �r t r G. 4 •� V fj 4 rr L r Gi w r 94" 13 . ..........................a•••• ••.•••••.••• •.••.•••••.••••••••••••••• i............� ........ . ............ .... .... Elm &W..... •............. .•.............. - ...... ........ A 0� SWALE (TYP.) 30 TRUNK - -- - - - -- -- — - -- - - - -- -- EX1S r6 - - - -- - -�� -EXIST. CYL<71m - -- - - - -- - nwu FOIE Pt7MF. Li,\E B8.$ P"ER" LINE SWALE / / / / / \ � MOBILE N GRADING A ND DRAINAGE PLAN SCALF. 1' = 30'-O ON 2 - 2 3-13 jeE co _j co ui U U. U. C) _j M W 0 C-3 - LIFT STATION TOP 36.27 B O T T O M 70.37 STA 7+84.1 (63.96 RT) � INV. 74.86 �I STA. 10 +86.69 (75 RT) CONSTRUCT SAN. H.H. CONNECT TO EXISTING SAN. H.H. INV j �� q v INV. 75.9 I ` �2, ` o PCWER dS cv I 9S 2n O <9 9 9s O31 9s c9 X96 �w a a ; � 10 PVC �o a`O �' POLE - 90 'Y' - _ — AS 4.H. 8' P.V.C. PC'nER POLE ASPHALT �,� I a TOP 83.30 UNDER GROUND 8 P.Y.C. ��� ROAD , �� - - I � p G ?' INV. 75.73 CABLE MARKER ss— i I GRATE INLET �o a o TOP INV.84.49 a� a �. a�. aa. a �. ate a�. ah. a�. ah as I I ZV SIGN \ % eo 7 (� � � do Be � 0 a ? 9° a °o 2 �o a �� E. 0. P. \ °� \'� -,za �� = - -- 2 " - - - -- z�--- 6��- - -, "- ------- �'----- - - -. ------- `'�--- - - - - - -- - - - - -� ---- - - -'�� -------- n�� - - - - -� �______ -_� _ -__ 2___ as . as . as . a°' as . a ,, as a s • a o, • I i3 i2 li i4 U.S. HIGHWAY NO. 301 9 8 � �I �I SANITARY SEWER MAIN PLAN �I SCALE 1' = 30' -0" I � c� I • o0 — �o I 6 �I �I �I 2 U.S. HIGHWAY N0. 301 I LEGEND DESCRIPTION EX187INO NEW SPOT ELEVATION SANITARY SEWER -- -- -S3- -- -- SS HATER -- -- -- w- -- -- HANHOLE 0 • PROPERTY LINE �`•�� r r .�.....� • 5 u �T k� , so 0 ` rn I I I I I I I EDGE OF PAVMENT STA 00 +00 r Lli U. U.I. Cam: C.) M cm LLJ ffa OVA •.nA A !ce -?A nil 8' P.Y.C. SANITARY SEWER PLAN SCALE 1 1 = 30' -0" IN SUN MEDICAL SITE y *���9y PI 000 000 9 f�E A MANHOLE COVER BRICK OR CM. GRADE RINGS FOA AOJUST1dFlf1' AS REO'0. (3 COI�SE MIN.) FACTORY JOINT CUT OUT MAMOLE TO SET OVER — PIPE AND YORK COW. FAOM BASE AROUND PIPE TO FOA11 A TIGM SEAL. 04 0 8' O.C. E.Y. 2' COVER OVER SAR MAT 6 2500 PSI CONCRETE BASE (1w.). TYPICAL MANHOLE FIBERGLASS NOTE: NEW WORK SHOWN IN HEAVY PEN. 9 � 1 -zL suMO202 C-4 i 61-0 9 } TOP PLAN FRAME B COYER 4 !0 - 0 r OPEN 4' UTA. STD PIPE III- PAINTED Bt #5 @9' T &8 @ GUARDRAIL POSTS #5@ 18' T &8 BETWEEN POST -?, 6 SETS OF #3 TIES (TYP . ) 5' I.D. PVC PIPE FOR 4' STD PIPE H.P. -f5 @ 9" O.C. E.F. @ GUARD RAIL POSTS #5 @ 18' EX. BETWEEN POSTS 2' CL. (TYP . ) 15 @ 12' E. F. 2x4 KEY 545 T & 8 CONT. DETAIL SCALE: 3/4' _ !' -0' C -5 4 • - 0a EL. 86.0 EL. 86.4 9 ' - 4 r 1 1/2' TYPE S -1 6" BASE (LBR100) 8' COMPACTED SUBGRADE (LBR40) (TYPICAL ASPHALT SECTION) SECTION SCALE: 1/2' 1' -0' C -5 12• — O / 4 ' -0 . DETAIL C -5 SEE PLAN P si ' -0' FRONT VIEW TOP VIEW CONCRETE HEADWALL DETAIL rB SCALE 3 /8' = 1' -0' F5 PAVING -- \ r EL. 86.0 DHW EL. 85.0 �. EL. 81.0 MINI 3' -0" 15' -0" 34' -0' m i a 2 x 4 KEY WAY 2 # 5 CONT.- #5 @ 12' O.C. EL. 86.0 i5' -0' S �C'S 2' -6 245 CONT. #5 @24 O.C. END VIEW (ENLARGED) SCALE: 1/2' = 1' -0' PROPERTY LINE 9'-0' 3 • -0 . EL. 83.01 • � IJ y �f 3 11 v fl I SUM03C04 (D Z C� ca L1.1 U U Q .__I c M C.3 ` l.1.! to [ EO6 C -5 ■ 2' -02 i0• -Or OPEN 12' -6 12' -6a 3' - 6' 9' - 0" 9' - 0' 3' - 6' 42 DIA. = — — — — — — — — — — — — 1 � — — — — — — — — — — — — — — — — — — — - s I s N I a 0 N SEE PLAN P si ' -0' FRONT VIEW TOP VIEW CONCRETE HEADWALL DETAIL rB SCALE 3 /8' = 1' -0' F5 PAVING -- \ r EL. 86.0 DHW EL. 85.0 �. EL. 81.0 MINI 3' -0" 15' -0" 34' -0' m i a 2 x 4 KEY WAY 2 # 5 CONT.- #5 @ 12' O.C. EL. 86.0 i5' -0' S �C'S 2' -6 245 CONT. #5 @24 O.C. END VIEW (ENLARGED) SCALE: 1/2' = 1' -0' PROPERTY LINE 9'-0' 3 • -0 . EL. 83.01 • � IJ y �f 3 11 v fl I SUM03C04 (D Z C� ca L1.1 U U Q .__I c M C.3 ` l.1.! to [ EO6 C -5 ■ 2' -02 i0• -Or OPEN