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HomeMy WebLinkAbout121 Towne Center Blvd 95-1904 Plans New Construction Ross, cu ELEVATION :. ,. ..AWAY �T;a �r a c. , slow. , r so, typos , 2, 2i none My stag. Ono .. .......... t' n i! Y , a d, � '-. _.,♦ . � <.. .,... . L _. .-. ... , 1. .. ... _ .. .. .. -s ,: ,,. .:..:,. ,...:,: „ ri. y x 5 w _ „ , r .4 I Al" MA lot, V Irv, 1— Lvov SIT - - , 'a - ,'. :... ....-. ._ ,. _ ,. :'..r ,.. ,. : ..: _. .. ._..r , 'l ,.. a ..,..r L_ .,_ _ , , .. :-.. ,,. _ n. .. a .. ,...J:r .. n x ,rti.:,. ,mow., ,. ,ra a , _ �-. - v_ Ss'r^F. ,. ✓'•a a >" ... .- _ .< ,. ,.. - I i'-Y <AWOMEN-5QQ QQMEw N'$ � =4Q FLOOR MOUNTED TOILET PARTITION - TYPICAL SEE FINISH SCHEDULE, RA4.1 FOR FINISHE5 AND 5FECIFICATION5 SIDE SPLASH NEXT TO Id 5'-0` I Ll LINE OF UPPER CABINET �8 5.5.51N< By G.C. K, im, HOLE FIELD CUT BY G.C. 0 pp. I 5TAI - I INSTALLED By G.C. 5-0 11 11 1 0 QFINAL CONNECTION BY G.C. G.F.I. CUTLET tE3 30, x 1 1/9-1 0 z IJ �/ Q 0 GRAB BAR PLAN 42' X 1 1/2' -GRAB BAR �0- 2'-7' 0 ty I = �CQ NOTES: E3 PIVOT HINGES TO BE RU55U)IN w201 4 0203 X U52roD OR EQUAL., 3 PAIR PER DOOR 6'-3't- 2'- 2 2'- 10)' 5 2. ALL PANEL GORES TO BE 3/4' PARTICLE BOARD OR EQUAL F1 >< 11' MIN., CE NOTCH METAL EDGE TRIM AT ALL IC3' MAX. TYR. 3. GENERAL CONTRACTOR SHALL PROCURE THIS CABINET FROM AN APPROVED VENDOR. SEE SIN</COUNTEFR NOTE 01. Q3 's, /pm-- -- "Ir r TILE>< RESTROOM ACCE580FRIEB >< 4. SEE FLOOR PLAN TO DETERMINE LEFT OR RIGHT HAND CONFIGURATION CAULK AROUND ACCE55ORi55 �Q X t �Y1W9,ihti`_tS:r }.xfp__Q WAINSCOT LINE 5, FINISH TO BE PLASTIC LAMINATE AT ALL EXPOSED SURFACES, INCLUDING BABE. r, C^� Q FINISH TO BE PAINT AT ALL 6EMI-EXP05ED BUI;Z--Ar-;= woA\/lE�15CO'r, TYPICAL ALL WALLS PLASTIC LAMINATE TO BE LWLSONART D315-08 -f-LATINUM'. TILE L -1. PAINT TO MATCH PLASTIC LAMINATE, SEMI -GLOSS. a. PIVOT HINGES TO BE RU56WIN v201 4 0203 X U526D OR EQUAL, ELEC. WATER 9. ALL PANEL- CORES TO BE 3/4' PARTICLE BOARD OR EQUAL, COOLERS 10. THE APPROVED SUPPLIER FOR THE LOUNGE CABINETS TO BE: VINYL SELECT PLANNING AND DEVELOPMENT CONTACT - HAROLD ANDREW 014) -I(oO-bb42 l'\'0` U N C 00 U N T EF5%) D E T A 7m C W KMV J r t -r i sn .'.ram xC;s t r S s - k - t ' 4A t t J7 !7 x , pr d is — DOME LOCATED AT FRAGRANCE ,o CASE, VERIFY LOCATION PRIOR TO INSTALLATION, s /--- GOUNTER N.I.G. F CUSTOMER SER VIQE� CHECKOUT COUNTER 0 ^; LU '•- T.O. CONC. PANEL -- t f w•, T.O. REVEAL f 115"-3" c T.O. REVEAL — -- 110'-6° , f t 5' V: , :irk .. :...• ,'_=,.... -. _. ,.. .,{ E p h ELE -. G' u � , rt. .. .. . �,: ... .. :. <. ,. .. .. v r- .. _.. _ .: ,' .- ... c. r , -. .,. - i t «. � ,. .. . _ .. �. .... �. 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CONDENSING UNIT - I TAKE -OFF W EXTRACTOR H.V A,C. AIR CONDITIONHEATINGNDITIONATING & ING L� DUCT UP TO UNIT ABOVE O.A. OUTSIDE AIR FLEX. DUCT CONNECTOR R.A. " RETURN AIR �Q t I FLEX. DUCT/FLEX: CONN. S.A. SUPPLY AIR �---r R SUPPLY AIR TERMINAL, ARROW INDICATE THROW W / WITH ��--•' RETURN OR EXHAUST AIR --- CAS. - , CONDENSER WATER SUPPLY, F - FIRE DAMPER - C.W.R. -- CONDENSER WATER RETURN S SMOKE DAMPER THERMOSTAT VD. VOLUME DAMPER" , f----� POINT OF CONNECTION NEW TO. EXIST. WORK r AD. -- ___�__ _ AUTO DAMPER SD SPUTTER. DAMPER D I F U_8 E R. :� y U !� LE .._ ,.. .: -. - UNIT . SERVICE f�IQUNTING NECK ' DIF�FIf DIFFUSER C.F.M. N.C. MAX. PATTERN Dt1h1PEft fINiSH SURFACE ON�fRUCTION C s REMARKS ' ; I NUMBER . SIZE SIZE RANGE MAX PD IN. W.G. PANEL `- .,.CEIL. — — - — 25 Oi3 LOUV = WHITE _ 24 x 24 STEEL TITUS PCS CD-2 7 ,;. ,,SURF._ _ _ � _ _ 25 > .0 LOIN, � WHITE _ � STEEL TITUS TDC RE:GISTER AND GRILLE UL UNIT NUMBER SERYI CE MOUNTINGC.F.M. C SIZE Z CX FP N.C. 0 THROW O FT. MAX, P.D. IN W.G. 045P DAMPER D PATTERN CONST. FINISH Fl S REMARKS CG-1_ CEIL. E E DWG. 25 NIA .0 8 PER F. STEEL WHITE TITUS US PAR CG_2 CEIL. EE DWG.. N/A 0BD 1QV STEEL WHITE TITUS 30 RL 7. THE INSIDE OF AtL DU,GTS VI51Etf_,k 1NKU INt rAct Vr lrlt ulrrustrc5, J.UILE? REGISTERS, AND GRILLES SHALL BE'PAINT ED FLAT BL ACK, CK. 8. ALL HVA C SYSTEMS SHALL BEBAANC 260 ACTUALINSTALLED STATIC PRESSURE: SYSTEM. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND Orlando INLET. i I , SHALL E GALVANIZED 9. N AIR AND OUTSIDE AIR -DUCTWORK L B ; ALL SUPPLY AIR, RETURN STEEL SHEETS. INSULATE ALL SUPPLY AIR AND OUTSIDE AIR DUCTS WITH 2,, FIBERGLASS BLANKET. INSULATION, WRAP WITH FOIL . JACKETING. EXHAUST . AIR DUCTWORK SHALL BE GALVANIZED SHEET STEEL . FABRICATION AND INSTALLATION SHALL BE -IN 3890 2 , A/1n^MMAAV+C IA/ITLJ C\AAf'•RIA , - _I } _ � , .... _ . ., _.: t _ , _, _, ,,, , _.. is f �+.. lit ' . ,: i , , t ti, I } i., "1 I . 4 L - ) t 4 I' fc: { � �� { f =r f I" 4 1 y, �' l �. If i. I t I I I f F. t • i' 4_ f I I '' i I f . I f f i r, ! i I 1 I. f I ;. r f • I f ,_. f f: ( i :: ti z �F �. f. I t `. - , I.. �, f. f f t I i I I; l "a ; I' f �. f f f_ f 1 ; :I i. i --" C - r ,�: . �' f b f �-.. Q, 1 . 4 /\ i{i I ' t ;. I `� J `r I f 1_ I ,, f s t , `� . ._ , _ .�.. i` ., . f :' I : I f . . 1 4 I f { . ( i ' I I . i i_ _, . , I �, . . . _T , , ;.: _ ,., ... k I ` " o t I �` 1 l [. � - f - 4 1900 -1 I R+<_. 1'� #- _-� I ( ! _� A�X. 1r_ CASH SSAf. {";A#�JAC;E;2� "{ ( I i�., `'T CK i2O0M OFFICE OFFICE „ Summit - 4 tj// /n�t� ! FITThdG f�E�JS �rJO!ENS I HA-2�3 ri vY�ry 10, ASS(. PiG./EI�iP. ��':f I il'JI iE h i�r,- t c- tiUi`Itw� I t t 1- I Rm. FOYER I � Pi 1 f is JG pft ROOF! 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I __-__' �_ - - _ . _.__._ '_ -__-_ _.__ _ T - -_ -'__ i ? - - .. i I1, I i �. t i I i CS ;� 4 1 i 1 i - __ __.cS 1 CS_ G 1---c___l �' __ - - - - - - _ ._ --- �i _ - ---..�.� _ - - _ --f- .__ _ _ - -- _ - - - _ __ - _ _ -_ -_ - - — + - -_- - _ ( ___ t - - r-- I _-_ - - I - i -- t l -- �- - - - -- -i _ - �9 _ -- - - - - `; _ _� - - . �_� _ - -I1` i ( I s { 1 �. J--,,.� � t I rt14 : F : _ : I t 1 , �s i i C CS ( 4 IOTE { 1 4 I . { . 0 D1 CS . T, r- _ -- - - t I _ — CS -- _ - 1 ` �, ,i ( ,, .-. --- �-- __ � I - � ' - --- 4 -, 14 j ` �_ I I FfA j p - -- - -- ` - _ - --- - - - I i t __ __---__ - .- ----- _- - -T- - - -- - — - - - - - /I ._ - - _ __ -_- _ T'- .,,_ _._.__ , __ - - • . .. - I4 t - _ - - r 1 �� r — �/ _,i - r - T_ - -i I i / ( 1 ! C I C c C • ; CS __ Cs � i c:_ - cS - - . 1 , C I . --- - M I - '- . __ -� - --_-- - - - ----- ----- -_Q. _ ._._ _ i_ i I �.I I I i ( ,,� ' _._ -__ _ - ._ _.__ _ i -_ - .- -.-. __. 1 _ -.__- - i _ - - - - - i -T- I ! __ ..._--- - - T _ t� I { i ; T t 4— f i r I I I i i. t F} I , . t 111 {. i I:.� � } r I . . i 1 f ;. : i /� ('� ___ -� ---- `- -c (� t -- C--' _ - c5 -4 C1` C _ l{_ _ _, S�� �__ li �__ _+ { �I N` _i 6 8 I I H;�-7 9 HA=11,13 4 - I --' I a- 6, 8 HA-10 2 I -- . ' - - - --- - - ---- ---- — - t (_ - - - - T-__ - - - - i i I t - ; _ .__ - _ ---- - - - - - - - e=3 % - s 3 3 3 fiQ_ 3;C,3 t I i , I 1� f • 1 ; F 1 1n' f), t ,1G GNf)F 10 . # i 1 ('NR. f I 4 I + , F i f • i I i i 1 C_ _ i I , C , c . - , -_ -c _ _ . - cs c _ cs - i cs� __ _ --- CS-- - __ _ c $ { J c- -. Ha # _ i i I\ - t i i S ! _ k _ _. 0 _ i -- ___ __.r_--�--�`. �` -- _--.._. . - --F-- _'_ ----- _ -— I . -- - , , ; .. I SALcS , 4 . ? I F I , 1 cs CS • C ' CS { C I C - - - C - C i _ Cd _ Cs - -c-- - � I Ca CS ' Cs ' c : 1 � . - - �- �__,_ - - - -- - - -- --- - - f -- f f ' i� ____- -- - - - ---- ' 3 � i . . - --- - -- _ __ ___ r- - - , _ __Y -- - _ _ -1 _- _ - -- __-- --�_ `- I . I ;- ;� I ;i � i _t ,- �- v • : r S 4 : ; i NO E f CS • ! : : C I `CS c_ - - - - i ( I C -: _. �N 10 10 - TE 'CS , D1 I 1 f � - - - - -; I I i fiA-1 4 I '� _ --- --- t HA- _ 110 . I t _- ' _ _-- _ i --- ---� f , i it .- , l• .. . , r ;. , . C { CS c5 C - - - . _ CS __-_ -- f cs f C� cs i I ' C , - -y I I �i C . ; ( c. cs - _ _ �" - -- -i _ -- __ _ _ __- _ _ _ __ --- --- , - - — - - - - --+ -- - - - - --- --- ----- -----. ---- --- - -- --r _ - , ( _ 1- --' -- - - --- ---. _ -.___f _ _- -- -- -- i - - } 1 -� i $ t - t ! F . . I f 4 j I { (4 i L 't. t - 1 i C . C • CS__I C_ - - -- --- --- - -- -- - ii 1 c C CS CS i- _ CIS CS f C I -_. 1 __-__ - .-.--_.-_.-_.i ._.__._._._ - - - i fi _-_ _ _-_ — _ _ _ . — I _ i_ r___ _�. f __ __ __ -_� - , -- - - fy -. - - --- _ I i -�— _ t - F i i .. I t p. ` G I f ' ! C cs • CS Ci C I c ---- _ . ---- ' _�`W - ___.—_ —' --- -- ______� ti .m,, _,. ___ _.—_ .._ _ -_ --- _. _ 1 i i ( I i - i _..-_ ___.__ .- _i . 1 -__ ___ _ _._ __ _ _ ___ _ �.- - _' _-.__ ____.._.__;-_____— -_-_ ..__.�___.__.—�.� .-.> , ._--__._.._L___.-_..�._,. _.--_-- .-.,___.-._;.--_.__.__—____ ___,�_._- _ ___ _ ____ __.____- __ _ ___._. _ - _ ; ; 1 i ; ` • : -7 t - i . , , _ - y - _r I _ l I i E i 4 3 F` . I _cS_ i? -----C - --�-- ---cs CS - - - - ! . c_ -- - c- = _ C_ = '--- C --' -, .- -- i- --cS _ i I i _- _ _ -- - - ---- -- - ---- --- - - _. ___._` __ - -- -- __---- -- _---__ ____-------- . �_ _ -- - s- I . k� i : I 1 - -._--� _- _ --_ -- 4 S -_rl - - -- - t - _1 -- # I _ s -- -- _ +- -- -i - -10 I I i F j li i ( I _ . C -- - -- i cs ' c cs-_ _ - - c' - c c ' � _ ._�� _ CS CS C � : D1 O��E 1 � ' Cs_ -- ---_- _•__'_-- — -""--" -- .___. .__ __. __ - - - - -- __ - — --- 1" - -1-_ ._�__-- - }. —.y.. i �.{... i ':ri r,i ----- I - - ! - - --._!--•---+--- =--= - ---- -- I -- ! ,� - _— - _- - - -- - i , , { i j _ - ; I I F __ i T - __ _ __ __ . / i I . : c l c =- es _ - - - ' I-_ - c-_-- s - - __ - c CS `s . cS - ! CS C _ # i CS ---- -- �--.---._..._-------.-- - �_,. __ -- -_. _ -- ___ _ �— i ' i ii _:__.:___ _ _------.____T_.___ .____.� ___ _.___ �.________-.______.________-_ _ __ _ I - � - i -^( i f --- - - -- I I -- -- -eA--f -- �- i I i F M AL { PIGTA k . : � /� 10 ;. P ET _E�( ET 6 E M f .. NDUC Q , i t I -- , . i I , i NOTt 1 i f i C 3 RSCS Nf 0 0 T G D - - _ - - -- - C I CS C, C_: CS CS i F - _` C. C - -- . CS_ D1_:_ _ I _ I CS _ F ' �- _...-. i ...• _.-__—.____._ _ - -___ __ .._.__ .. . - _.. _ w_n .__..__..-, --_ --_--_ __ S . i r� 3 -. i , ewe �J-w= -- , _ _ r j i i i I - i 1 f , - L _ - I - - -- - - --- - --- -- - -- --- --- - - i fPICAt � ; I - - _ ----, - '- - - - -i ' 1 �- -_ - _ - _ - --- -_ - - I 1_ f- t MASTER/SAT LLITE _- CAME L4 0M = TYPICAL { f J f _ _ t # f META►_ I INTERT J_ I ; i LEA S _? I` /RrJ-� �. �-.. i il... r I I - i ( 4 - r I , � I CS C €_. CS - - - - l C -�-_' CS C CS t i c - -. -- y F . 1 - — 4 : j i 4j( f I I{ {i a # p i I , -__ f -- I--_- --•------- ---- I( _ ....., .I ............ ..... ... ...I.... i { 3 ................... ........ . ......I..I......... ..............: .. { i 1 • .... ....... .. .,.. ...:......... ......>........ .. 1 i ID t. 1 t, - 3 FLUSH FLOOR BOX r R 5 4 i f 9 }J. Identification AMPS A PS P POLES0. R. PHASES A R. q0. POLES A PPS IPS AD PS Identification REC-CASH 'REGISTER REC=CASH REGISTER CONCENTRACTbR RECEPTACLE SPARE SPARE 'TOTAL AMPS __ 4.5 T 6.5' - 11 4.5 4.5 9_ 20 1 . 1 2. 1 20 20 1 3 4 1 _' . 20 20-z 771 5 6 1 20 20 1 7 8 1 20 20 1 9 10 1 20 20 1 =12 1 20 4.5 4.5 - 9 - - 4.5 6.5 _ _ 11 REC-CASH REGISTER R€C-CASH :REGISTER RECEPTACLES EMS SPARE f ---- SPARE TOTAL AMPS 7n l 1 > l� i X ..... 1 I 0 W w .... . .,_ s : x : .. .... ,. �..:»r_ t. .. a.-1'�.=..,�<. .._ r' ,. v .^ ... Y. t ... ... r. f :! x.J� P •:., Y. '.JS x _ i. ..x ...r .F c .... .. s. .,.. .. e. +.a,; ,.. .. . «... ._. :.P.xt. ,; ... �a.. r _• a ,+:x�..:i ;f. 3 rl .: s. k... .. .. :Y. .... r .:. .. S. L. .:...,... ,. ... ,... , ,. .- ., -::.,.f r.., .. ,. �E,s% �.r= .. .. yY - i- t.4, •. _. .. .. J..� ._: -s. .. .S,?... -. ..... ... Y.t .,.... .: .-fi. .«,. ._ .:. a-. •:,.c ..., ... .r. .. r•.?:,... 7. .T.r'.. xsL't .,:4Y q 51 : �. ... :sF:-.,.,...._: r .. 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R FAISON 1900 INTERSTATE TOWER 121 WEST TRADE STREET CHARLOTTE, NORTH CAROLINA 28202 TEL: (813) 278-1121 FAX: (813) 278-0995 ARCHITECT THE SCOTT PARTNERSHIP ARCHITECTURE INC. 1900 SUMMIT TOWER BOULEVARD SUITE 260 ORLANDO, FLORIDA 32810 TEL: (4071 660-2766 FAX: (407) 875-3276 STRUCTURAL ENGINEER NORTH LOCATION �x tfi .0 l S Y 5 t ' 3 x F` � , F k: t ARCHITECTURAL: RA1.1 FLOOR PLANS RA1.2 ROOF PLAN RA2.1 EXTERIOR ELEVATIONS RA3.1 SECTIONS & DETAIL S RA3.2 SECTIONS & DETAILS RA3.3 SECTIONS & DETAILS RA3.4 SECTIONS & DETAILS STRUCTURAL: S-' FOUi•lDATION PLAI`'! 5-2 FCUNDAT ION SECTIONS & DETAILS) S--3 ROOF FRAMING) PLAN S-4 FRA'N!NG SECTIONS & DETAILS ELECTRICAL: ES-- 1 SITE ELECTRi;,AL ES-2 ELEC-TRICAL S::HF_ _.;!__ES &',DETAILS M 1900 Summit Tower Blvd Suite 260 Orlando rL 32810 407 660 2766 Fax 407 -375 3276 SL#,/AAC01155 SIGN / SEAL L y 1 I CONSULTANT PROJECT BUR IUN, BRASWELL, MIDDLEDRUOKb ASSOC. INC. -��- d ��►� twHy U11 1801 LEE ROAD SUTI E 320 AZ .WINTER PARK, FLORIDA 32789 L - TEL: (407) 645-'3426 BUILDING CODE: CONSTRUCTION TYPE: 3 FAX: (401) q J-- 3%9O STANDARD BUiLDI!tiG CODE TYPE IV UNPROTECTED 1991 EDITION SPRINKLERED 1. MECHANICAL CODE: OCCUPANCY TYPE: 'MEC"H., ELEC., PLUMB. 9 STAfiDAFD MECHANICAL CODE MERCANTILE NORTHEAST CORNER OF PROTECTION ENGINEER 1994 EDTTIoN � TOWNS CENTER BOULEVARD FIRE ST. JOHNS PARKWAY BOBES ASSOC., INC. PLUMBING CODE_ AREA: 150 CIRCLE DRIVE STANDARD PLUMBING CODE AL LCWABLE: 1994 EDITION JNLIMITI PER 402.4 SANEORD, FLORIDA MAITLAN D FLORIDA 32751 ACTUAL: TEL: (407) 628--0882 ELECTRICAL CODE: MAIN FLOOR 27,836 S.F. NEC MEZZANINE 1,40 % S.F. SIFT INFO.FAX: (407) 628---7024 1990 EDITIONT OTAI 29,243 S.F . LIFE SAFETY CODE: HEIGHT: NFPA 101 ALLC✓ABLE: DATE: 9 MAY 1995 1991 EDITION 55' -0" PER TABLE 400 ACTUAL: BRAWN BY: LP ACCESSIBILITY CODE: 32'-5" (PARAPET TOP) FLORIDA ACCESSIBILITY CODE CNECKcD BY: BG FOR BUILDING CONSTRUCTION JANUARY 1994 EDITION PROJECT NO: 95011TSP ` T E S sff&%f0NM 11111�11lw 11 11,0101111. NO ffm MIAMM Ifffiffesm I a REVISIONS - C EXTINGUISHERS r r r - r T r F: THAT n:r ! v T CONDITIONS c r T INSTALL IA RE !�Ir� D I i r f F` P FACE f r (� F R 2 T IS _I GOERS CO., T FLAT ONE GENERAL CONTRACTOR T WILL BE DO'No AEI WORK z T 3. TIE GENERAL CONTRACTOR SMALL FIELD VERIFY ALL CONDI i IONS AND DIMENSIONS 8. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY 'THE GENERAL 13, CONTRAC OR TO PROVIDE & NS ALL_ 2440BC r RL S Q 8. ROVIDE -THE FGL .O AlING SYS TEN 'OR ALL EXTERIOR � _IT C_ 02 3RI�K �L L� i 1 • THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE THE WORK AND r r - , r f T C r - "T T per I FP I THr FOLLOWING TW ETS F DOCUMENTS: i PRIOR TO COMMENCING ANY WORK. CONTRACTOR AND ALL AREAS SHALL BE LEF Id A CLEAN COND TON AT ALL TIMES BY LOCAL FIRE MARSHA(. COORDINATE LOC'IONS/PLACEMENTS WITH FIRE MARSHAL. 1 LOAF h(DR0'0 CLFr,R DBE. EX -CC E R.AINSF'�?, En' ,00", OR EC_iA , DESCRB._� N E 0 SETS 0 PHASING OF WORK DESCRIBED HEREIN WITH THE CIVIL ENGINEERING AND III r i ! DURING CONSTRUCTION. INSTALL QUANTITY AS REQUIRED SO AS NOT TC EXCEED 75' OF TRAVEL TO AN FLOOD APPUFD W j MIN. 12" RUN DOWN. REFER TO MFR, NSTRUCTIONS. APPLY LANDSCAPE PLANS (ISSUED SEPARATELY BY: /FY, HARRIS & NALLS, NC. r T ^ ' SHELI BUL,-D!NG FOR: � r,, r p n EX'INGUISHER. PRIOR TO GOMMENCIIiG i!N:Er�IOR PAINT1,11. �, 631 S. ORLANDO AV., SUTE 200 4. qL n TnUTION SHALL COMPLY Wl,ri .,P LiCABLE CODES ANC RESTRICTIONS ROSS DRESS FOR LESS AT GATEWAY P { ER L CONS A �WA:Y PLALA ��JPPiNG CENTER LU WINTER PARK, FL. 32789 ENFORCED BY AUTHORITIES HA`/INS JUR SD!CTiON. 9. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE I PREPARED Btu ARCHITECT: THE SCCTT PARTNERSHIP ARCHITECTURE, INC. _ 407 629-888C THE SAFETY OF THE OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL 14. DIMENSIONS ARE FACE TO FACE FOR BLOCK WALLS. 19. !NTERIOR FINISHES SHALL MEET OR EXCEED CLASS C AS REcQUIRFD BY SBC TABLE � , r 1900 SUMMTT TONER BOl L EVARD, SUITE 260 Q 5. ALL DIMENSIONS ON FLOOR PLANS INDICATE HOMiNAL WIDTH UNLESS OTHERWISE CONDITIONS AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 704.3 AND NFPA 101 SEC. 6-5. .1 &TABLE A.-6-5.2 ORLANDO, FLORIDA 32810 2. THE CONTRACTOR SHALL FURNISH AND INSTALL A FULLY .AUTOMATIC FIRE SPRINKLER T 15. METAL STUD GAUGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED PHONE: (40 7",380-531 z r NOTED ON DRAWINGS. r r T r r S T i t T cn' SYSTEM THROUGHOUT THE BUILDING AND CANOPY ATTIC SPACES- THE SPRINKLER 10. DISCREPANCIES BETWEEN PORTIONS 0- 'HE CONTRACT DOCUMENTS ARE N0: I AND/OR REQUIRED BY THE STUD MArIUFACTURcR (AND ALL APPLICABLE CODES) FOR 20. PRC'viDE BI OMINOUS D �P�iPR00F!NG OVER ALL C.M.U. WHERE ARCHITECTURAL FAX: (407)87.5 -3276 r_r- aF I r ARCHITECT T ANY EACH SPECIFIC CONDITION, UN!_ESS !`IGTED OTHELZ`✓JISE. MASONRY VENEER OR BRICK VE_haEER OCCURS. SHE! L BU!Lui^;G FOR ROS5 DRESS FOR LESS DATED z SYSTEM SHALL CONFIRM TO ALL LOCAL, STATE, AND NFPA CODES, AND SHALL BE 6. I1 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARC E rr DESIGNED BY A STATE OF FLORIDA REGISTERED ENGiPdEER, AND CERTIFIED BY THE UTILITIES AND TO PROTECT THEMFROM DAMAGE. THE CONTRACTOR SHALL BEAR DISCREPANCIES WHICH MAY OCCUR PRIOR TO COMMENCING ANY CONSTRUCTION. a FACTORY MUTUAL. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO - r ( T r 16. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SOILS 21. ALI EXTERIOR SIDEWALK JOINTS TO RECEIVE POUR GRADE SEALANT. TENANT iMPROVEti4NTS FOR: ALL EXPENSES Cr REPAIR OR REPLACEMENT OF UTILITIES OR 0 )HER PR )PER IY R0SS DRESS FCR LESS AF GATEWAY PLAZA SHOPPING CENTER ;� THE FIRE MARSHALI AND FACTORY MUTUAL FOR APPROVAL PRIOR TO INSTALLATION. r II I WITH THE EXECUTION OF THE �+VORK. 1 1. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS REPGRT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS DAMAGED BY OPERATIONS , N CONJUNCT ON r Yc r, E FIRE r N PREPARED V Tr T T r � LOCATION OF ALL `PRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL BE - I 'P11T!-LOUT FIRST OBTAINING PROPER PERMITS. INVESTIGATION REPORT. 22. ALL P:_, N00� IS TO B� FIRE RETARDANT TREATED. B ?=�CHT,EcF: HE SCO, T PARTNERSHIP ARt/nITECTURE, INC_. , u, L ALL FINAL CONNECTIONS FROM THE BUILDING TO EX'STING UTILITIES SHALE BE BY l 1900 SUnt4P,1!T TOWER BOULCARD, SUIT = 260 w: COORDINATED SO AS NOT -TO INTERFERE WITH THE LOCAT ON OF ANY LIGHT FIXTURE THIS CONTRACTOR. ORLANDO, FLORIDA .32810 OR H,V.A.C. WORK. i ALL SPRINKLER HEAD HEIGHTS SHALL 3E COORDINATED WITH 12. ALL FIRE_ RATED CONSTRUCTION SHALL CONFORP,I WITH U.L. TESTED STANDARDS 17. PROVIDE DRA'= TSTOPPiNG � IN CANOPIES AT INTERVALS S NOT TO EXCEED 9,000 S.F. I � y , - HORIZ. AREA & WHERE SPECIFICALLY CALLED FOR ON DRAWINGS. DRAFTSTOPPING PHONE: (40�;380-5317 INTENDED HEIGHT OF CEILING. VERIFY ALL CEILING HEIGHTS PRIOR TO INSTALLATION. 7 T�iE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE S�TE AS AND/OR LOCAL REQUIREMENTS ( )„ r r FAX.: (407)875-3276 °' REFER TO DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS. THE CONNECTION REQUIRED IN THE COfalTRACT DOCUMENTS. f SHALL BE 1/2 GYP. �D. ON ONE SIDE Or LIGHT GAUGE METAL FRaP�!iNG. �-t � TENANT IMPROvEMNTS FOR ROSS DRESS �C LESS DATED: FROM TAP TO RISERS INSIDE THE BUILDING MUST BE INSTALLED BY A CERTIFIED UNDERGROUND UTILITY CONTRACTOR WITH A "CONTRACTOR 5' LICENSE-- GENERAL CONTRACTOR (AND ASSOCIATE SUBCONTRACTORS) ARE RESPONSIBLE FOR PROVIDING ALL WORK DESCRIBED IN BOTH SETS. ?HA.SINC OF ALL 'WORK AND/OR SEPARATION OF WORK IS NOT INTENDED. ABHtNIATIONS.M. JIM= no o -MAMM11:1101i !'III Will: SHEET TILL A.F.F. ABOVE_ FINISH FLOOR BLDG. BUILDING DIM. DIMENSION EXIST. EXISTING GA. GAUGE JT. JOINT MECH. MECHANICAL J.C. ON CENTER PEAS. PI ASTER R.O. ROUGH OPENING S'N. S'N!TC;H U.O.N. UNLESS OTHER'A✓IS�#DYED l ! E.J. EXPANSION JOINT G.C. GENERAL CONTRACTOR ( MTL. METAL JPG. OPENING ! P.LAP,1. PLASTIC LAMINATE I R.T.U. ROOF TOP UNIT o A.C.T. ACOUSTICAL CEILING TILE i B.J.R. BUILT UP ROOF OR. DOOR _ r I� r � TE; . TELEPHONE VERY. VERTICAL ' ALT. ALTERhIATE DIN. DOWN EXT. F_XTERILr( GR. GRADE K.O. KNOCK OUT MEZ_. MEZZANI, lE OPP. OPPOSITE PL.GL. PLR'. E GLASS I COVER SHEET a { G. CEILING IDS. DOWNSPOUT GYP. GYPSUM I MIN. MINIMUM O.D. OUTSIDE DIAME ALUM. ALUMINUM TER PLBG. PLUMBING S.F SQUARE FEET, FOOTAGE TEMP TEMPERED VEST. VESTIBULE CL } ANCH. ANCHOR C.M.U. CONCRETE MASONRY UNIT(S) DWG. DRAWING F.R.P. FIBERGLASS REINFORCED PANEL LAM. LAMINATED MISC. MISCELLANEOUS I PLYWD. PLYWOOD SCHED. SCHEDULE I TARES. THRESHOLD V.C.T. VINYL COMPOSITION TILE C.T. CERAMIC TILE D.N/. DRYWALL FIN. FINISH HDW. HARDWARE LAV. LAVATORY MLDC. MOULDING I P.T. PRESSURE TREATED PROP. PROPERTY SLT, SEALANT T.P.J, TOILE PAPER DISPENSER T 1 C.O. CLEANOUT D,F. DRINKING FOUNTAIN F.E. FIRE EXTINGUISHER HGT. HEIGHT LB. POUND M.R. MOISTURE RESISTANT PTD. PAINTED I SECT. SECTION T.&G. TONGUE AND GROOVE I W.C. WATER CLOSET APPROX. APPROXIMATE t �� T W.H. o ARCH. ARCHITECT COL COLUMN FLUOR. FLUORESCENT H,M. HOLLOW METAL I L.H. LEFT HAND MTG. MOUNTING PNL. PANEL OR PANELING Q.T. QUARRY TILE SIM. SIMILAR I T.&B, TOP r, !D BOT OM WHHATER HE cn T F.D. FLOOR DRAIN H.P. HIGH POINT L.P. LOW POINT MULL. MULLION PART. PARTITION SPEC. SPECIFICATION T.O.. TOP OF FOOTING WP. WATERPROOF � CONC. CONCRETE EA. EACH BRG. BEARING CONST. CONSTRUCTION E.W.C. ELECTRIC WATER COOLER FLR. FLOOR HORIZ. NORIZONT.AL P.H. PHYSICALLY HAPlDICAPPED I R RADIUS SQ. SQUARE_ I T.C. MAS. TOP OF MASONRY W.R. WATER RESISTANT BM. BEAM C.-J. CONTROL JOINT ELEV. ELE'JATICN FT. FOOT, FEET MFR. MANUFACTURER NOM. NOM'NAL PLAS. PLASTER REINF. REINFORCED, REINFORCING S.S. STAINLESS STEEL T.U.S. TOP OF STEEL 'N.W.M. WELDED WIRElESt a c F ONT. CONTINUOUS EQ. EQUAL FTC. FOOTING INCAN. INCANDESCENT MAS. MASONRY N. NOR'L+ � P,LAP/. PLASTIC LAMINATE READ. REQUIRED STD. STAND"RD i TREAD 'N/ WITH k BTWN. BETWEEN C r r n c T n I �� T I ! W/0 WITHOUT o. BLK: BLOCK EQUIP. EQUIPMENT FV. FIELD v.? :NSIDE DIAMETER M.C. MASONRY OPENING N.LC. NO (TRACT PL;.' PLATE GLASS RE✓. REVERSE STL. STt ?` YPICA� T I CETERA I�;` i!lSULATION MAIL. MATERIAL N.T.S. NOT li :CA.LE PLB.• PLUPABING R.H. RIGHT HAND STRUCT. STRG . !!R'AL I WD. 'HOOD BD. BOARD DET DETAIL I ET ET CE ER T I F SUSP. SUSP; lDED UN «. UNFINISHED A!'J. GALVAN IINT. INTERIOR f MAX. MAXIMUM NO. NUM3E P.H. PHYSICAL( HANDICAPPED I RM. ROOM � i BTM: BOTTOPA DIA, DIAMETER EXH. EXHAUST ) G _ I _ cl C n a .r ..,nTT ' o jv SCALE. I 0' �a .ar _ _ _ u MIN u x4n x Ir'�a SPLIT PACE . °C.N.U. VENEER _ II �rt• �Io MOw l 1� AI_.,j - �I 0�.. E'm � � � I o. PREFINISHED riTL. BUX. PANELS ON 15 BUILDING FELT ON _'h° CDX PI.YWD. SHEATHING _ ON 6° MTL. STUD FRArIYvG 20 EXT. GYP. SHEATHING ON NTi. STUD FRAMING --� r -, , CONT. 26 NAILER X BUILT —►JP s10OF SYSTEs I .Y k 014 RIGID INSULAT1ON EXTERIOR, OP. SHEATHING ON METAL DECK r i SLOPE UP 11 TO MTL. STUD FRAMING 12' EDG E AS, SHOWN { . 2;c BLOCKING @24"O.C. MAX. ?y NAILEf2�S D � q C am ■ n �ii r't is i an waan s ■!i li�ii all — T.0_PANEL VARIES 10 16" �lh 4° MAOMORk Y V•' "EM FEATURE SCALE: 3"= :Ir eC7Nc. 71C<T-tNALL . PANEL MASONRY VENEER frr- q V THRU—WALL FLA54NG--,- Ulrr p PROVIDE ��-`HIDE WEEPS @ 19' O.C. ABOVE q p .:n .. FLA5HNC --- D 'POUR CRADE :.�.. SEALANT' (T(P.)V D D Q CONC. 'SLAB CONC. WALK' a e p 7 E.J. HATEWAL 44 q Q Drr CONC. TILT —WALL. PArtEL T.0_OPENING �� 106-0° CO=NIT. STEEL CHANNEL FRAPiE (TOP & SIDES OF OPEtdiNG) CNC. FLOOR SLAB — CONT. STEEL ANGLE (SILL) FIN. FLR. q ECTIONO AT HIN RECEIVINGWALL I a SCALE: r , . z: I Y. xx r< I - �__,� � � - ,,� , , � 0--i"', � .1 . % I : I I I I I , r,,.,, I . V � i � . . I "'L i I - � . - . : w � . I I I I � � � - I I I . I �, � I . I I I � DVV[e4l,,_� CRITERIA . 1� i, I- I I . I � � �, ,, I � . I � D I . - � ,_ T T LEAST Tp-i'=- r-11'1',,'Ir�*,!.�'-� " I I I 4LI 'LUOR< 61"ALL CON=O;::eM I 0 A I � . . � 10,T 1-W, %I,," ARDE> or- 17��_,_ $TA1N.1DAR=) 51 11_11�!111%,S 11-0-= , I-=&- i.� - .4 -11 .1 . I . ED IT ION. , I . 0-12 I � ",, 0 A :� DE-56IGNIN L *A VALUEB: I . I I � � ^_ 5=9 5:�L-,'&, - . � � - . . . D 3 , F�l 170 ", I E 5s6T Of-= Ti--4-= ENS[,NSER15 <11�0W-E=55. -"E . ,� I , -TURAL f=L4,N15 A Nt'� M4 �, - BTQUC ".% E?PaCI;:1CA7!ONE) , . '/� 5E:=,�,' � . I � ,r:�4NC= WIT-4 'r�_i- 5'%��N- A-:) 51 e DESIGNED IN 4C'CO1Z = - I = ­,,�,�,< - Z-11 - �; I I , I - I . Coj-�= 1 A "TEST rMMON. I I I 5ENERIAL . . , I I - � I S_ I 7�4E GENE ,_�L e, ,,,,TRo��CTOQ 6;-i4i � R= = - Z110, NP; � MR �O' -,/I-LJ 4N.=) :.)E-!�1z I 7�44. DIMENSION6 ARE SOOP,D!N4%7E=) BETWEVNI 14RC"I-=_,,,-.T;.�R-�L . AN0 5TRU1C7UR,4L DRAU)INeS,5 PIZIOR To ;:.45;P !C-,, ,7I 01,111.- 0;Z � START Of= CON1ST9Z1,X,T ION. 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COP. 5L.45 W/ ON (BEE Q.1 A "OTE: 1.�BE 4" E)L.AB M T I—T S. —"TG E_ .4. 7 L 1- = TI 5 C 7 ­4rz r-OUNC)ATION C)MEpk3N, Nor S01_! = C, 5 rz a Nr ;=zZ!0R 7-- PV� =OFZ A\"c p5Z11=0;;V*i Bch COO\, A:p�,_4.Uo, 0 eia_ A� s 0 c es: zz, IS 0\1 *7 0_ ?--"r 0 Fz 5"�\ L-1 S70= MARK SIZE (L X W X D) FOOOTNU OUNEE.)1ULE REINFORCING REMARKS X X Ew 5'_0P x -0i; X 41_ct, IS0\7 X !'-0" X CC\T X 2 -0" X "-V 2E5 e_'00\- W -A 0 ck LcoA �o=5> INI�_ ULIE BASE PLATE ANCH BOLT CAP PIL i F_ A B T L D Bo X;b X X5 X T_ k4 t 7: 1-k—N -=—x —ON DETAIL BASE R1 \-5 C 1900 Summit Tower Blvd Suite 260 Orlando FL 32810 407 660 2766 Fax 407 875 3276 SL#AAC001 155 0 SIGN / SEAL a CONSULTANT Burton Braswell! Middebrooks Associates, Inc. Mf,UTf4G MJCn"L ENCHM W Lee Road, Wo 320, WW(v Park, FkMa 32789 (407) 645-3423 F= (407) 645­3790 PROJECT NORTHEAST CORAER OF TOWNE CENTER BOULEVARD & ST. JOHNS PARKWAY SANFORD, FLORIDA SHEET INFO. DATE: 05-09-95 DRAWN BY: RA CHECKED BY: RA/WRB PROJECT NO: 95011TSP w REVISIONS p21 =20 6 -V : I ::, /, , ::,-i z/ It i Oil 1 -4 SHEET MILE L —J\ ---- L L FOUNDATION PLAN •� , I \ J \ C3 I \—`'.� I i \ `"' �wlti��sa .�,��_AS��nx�ras/ea�Y �aes��xv�.3 - .. 7�4i$ C351GNI AR3 NOT TO 2 X;: 4K7, cow-i OR i-A',Nnq wi-A-rsorzysiz 95099SI 05-09-95 9: 1 5PV SCALE- /8" ='2 IWIT �401.41 FiRbIr OOTAINII-40 lrb-4!i MXPQS9a iRiTrEN pWQMfeb]cN AND Co'. 15�,RTON UNDATION PLAN F Az��_!ATNW NOR ARIZ 1-431e TO BF A5VG",=� TO AN.I'r' -AMTV WIT140l 'r C2. 3) 2) r1Q&r 05TA�NN'�j eA10 WQITTV-11 SCALE-1/8"-1`0' ANC; CON6ENT. RS.1 TILT -'JP WALL PAU t1w i ll� lip j V Ill HIM 6;1 All 1j, TUP-010 -04R C, A T-= =-A\ CONITC11. OPTION, 1'"T S R 1\,A! (3 2 BARS s) X XXX 117" 4*5 aa=- srsti-4. 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SECTION @ EXT WALL FTC :5.45!= 5_5 S-2 14X-X31 -:-F" 1900 Summit Tower Blvd Suite 260 Orlando FL 32810 407 660 2766 Fax 407 875 3276 SL#AAC001155 SIGN SEAL 00 ■ CONSULTANT Burton Brasweg Middebrooks Associate5i, Inc. %01 Lee Road, Stitte 320, Winter Nex, Fkrkb 32789 (407)645-3423 FdX (W) 645--V% PROJECT DATE: 05-09-95 DRAWN BY: RA CHECKED BY: RA/WRB PROJECT NO: 95011 TSP REVISIOM Y r' k pt iE2) Ft�f _ -------------------- ------ -- + -- -- 1 CA fL ROOM Eli I i I i :...,a+ - ---- RS-4 4 R4 --------------- -- ---- --------------- -�--- --------------------------- -------- --------------------------- A ji --4 jC ``'IST 13 _ JET ��� E:- ❑ p 1 15,_ CA I Rs 4 � fnr 5-42 CA O i i L O 2CIP��u _=_ 4 It 14 rs cs Eli maw w=� i I RS-4 I I ! 1 i I Icep ❑ ❑ i ttD td VA J) j 3 c4h � I I ` N CIA ('1 i 0 ®RA I I ('14 C-6 fL ---------------- I � 0 iy K 11 5 5ioj RS--4 RS --- --- ' ii I 13 I 3 I � 1i1 ' r� -- --- 18'-4 1/2" aj2' Xa'4 RS-4 I I - ----a:-- IUD 4J oo _ ININE _ a —----------------- - -- i ­40=,)1" 5ZZ.-5. 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T H � SCO-T:T 1 PARTNERSHIP r}(j_ I N 1900 _ - Summit Tower Blvd Suite 260 Orlando FL 32310 407 660 2766 Fax 407 875 3276 SL#AAC001155 � SIGN /SEAL CONSULTANT urton raswell itdelrooks Associates, Inc. CtxtSUTWG MLICI JM fldfii aExs 3901 Lea Road, Stite 320, Wince+ Nex, FWda 32789 (407) 645-3423 Fax (407) 645-3790 . PROJECT NORTHEAST CORNER OF TOWNE CENTER BOULEVARD ST. JOHNS RARKWAY SANFORD9 FLORIDA In SHEET INFO. DATE: 05-09-95 DRAWN BY: RA CHECKED BY: RA/WRB PROJECT NO: 9 5011 TSP I 2020 _5E) ! i i 9509953 C5-09-95 a 59PM SCALE: 1/8°=12 —I X-3 X 1/4 1.0a/4 50-IT& s 40" os TOG5�744r=R 111M) W`45=1= JOIN,. V— :T1NO @ BRIDGING Z. 7 I \\ 4 ea'%11� 'u;/ (3) 1-10* TJ A JST r:p�C; EL 3X. J 95099S4 05-09-95 5 03PM SCA;-P--: 3/4"=12 it T-0 :;pA 9) CIO" -411� :+ :+ 2 TYPICAL SECTION BEAM A Pq T TL COL ' Il _SECTION�9� � CANOPY R!s ;-- Pop. lcx3' X W �4/ 141 fy: ty 1/4 S E C TICal� @ JOI ST T'111= s rloi" -NIZE-, 0-ORZ/1 SECTION JGIRDER 0 10 �4� RS-4 SECTION @ JOIST BRG D TI N @ JSTQI:)- TO GIRDER. -7 4 X 3 t-" X5 0 150, -B, 00 0 1 c iV c 1900 Summit Tower Blvd Suite 260 Orlando L 321810 407 660 2766 Fax 407 875 3276 SL#AAC001155 SIGN I SEAL CONSULTANT urton BrasweD Middebrooks Associates, Inc. MIELLTNG PRUMRAL ENCMERS I—S ON11 c: r.1111 'r;:Pl 47 w. d 1501 Lee Road, Stite 320, Winter Pars, FkvW 32789 (4M 645-3423 Fa (407) 645-3790 PROJECT (C-0\�S=\ —01 10 72OSS A DZESS F002 LE"SS AT aim Am 4. a A W A C-r Z A "mph L A Z A A 5 NORTHEAST CORNER OF TOWNE CENTER BOULEVARD ST. JOHNS PARKWAY SA FORD, FLORIDA SHEET INFO. A DATE: 05-09-95 DRAWN BY: RA OR L CHECKED BY: RA/WRB PROJECT NO: 95011 TSP REVISION$ W`��F-S-4 SO\- 5SPORE 01tiJw�mi 111 51 E \.1 r- 02z -;-=Ik S -,Ilk% t:) ;=;z. 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P A C, E 4- -0r - -- - — I i 4II 4 4±11 3 1"L.-I TE' Jf,'A' .1 PL--,1.17, -,VK D PLA'rf, -11A C f A 7'E -VAD PL-17'F 211K "L' "SONX115 TO OCAIIIEC> 11-V 5— ow j $'r j5R'" 5RACE,5, NOT 70 5XrS=-r, 01S. 141s COMON LAW rC=YQ1GWr AND OT;-1alk s PROPMR—r' YH 15 Dra5l& IN=; . DRAWING$ ARM NOT TO DETAIL BUTT I rG DETAIL EMBED "'If BE ;*m=;QOD�kZ=V, 04X-1611D 092 ANY =CQ111 CPR MANONPQ W�4 Alleomllmm FIFTi MX9�M]25Z WIT� REPT 05TAININXi Ti LR17ySN PURmlealON 'AND CONE5FENT C= —5 AUX001iAlr85" NOR ARIZ TH11r TO 50 4561GN=t:) TO ANY PARTYWITH01J'r 95O99S5 7-09-95 9:26PM SCALE: 3/16"=12 rjqS-r F A JNJ�G SAID, WZZ[.r-rpN RM;W"If ION' AND CONEMNT. c 0 T T PARTNERSHIP =m I N C 1900 Summit Tower Blvd Suite, ?60 Orlando FL 32810 407 660 2766 Fax 407 875 3276 SL#AAC001 155 9 SIGN / SEAL CONSULTANT Burton B raswell Middlebrooks Assodates, Inc.. axisuTwo snuxn" as 3801 Lee Road, Site 320, Vifter PaA, FbrWa 32789 (407) 645-3423 Fax (407) 645-3790 IN PROJECT NORTHEAST CORNER OF TOWNE CENTER BOULEVARD & ST. JOHNS PARKWAY SANFORD, FLORIDA a SHEET INFO. DATE: 05-09-95 DRAWN BY: RA CHECKED BY: RA/WRB PROJECT NO: 95011 TSP 0 REVISION$ r E STORE BUILDING 24 OR 24 ' X ,,._80 ._' � 2,000 SQ. FT. j LOAD CALCULATIONS: --- TYPICAL SHOPS STORE LOAD TOTAL VOLT RECAP LOADS AMPS LOAD TOTAL VOLT AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 2,000 VA 1I RECEPTACLE -LOAD, (SECTION 220-3(c) 2,000 SQ. FT. AT 1 V-A PER SQ. FT. = 2,000 VA = 2,000 -VA CONTINUOUS LOADS TOTAL: CONTINUOUS_ LOADS: LIGHTING 11,400 X 1.25 14,250 VA_ 1 GENERAL LIGHTING ' LOAD: SECTION 220-3 c OTHER 22,500 X 1.00 22,500 VA 21000 SQ. FT, AT 3 V-A PER SQ. FT. = 6 000 VA 2 SHOW WINDOW LIGHTING LOAD: SECTION 220-12 TOTAL CONNECTED LOAD 38,750 VA 3 21 FT. AT 200, V-A PER FOOT = 4,200 VA 38,750 208 X 1.73 - 108 AMPERES SECT.215-3 4 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION 600-6 c = 1,200 VA WIRES SIZE GND. COND. 200 AMPERES MAIN O.C.P. 5 H.V.A.C. EQUIP. AT 8 V-A PER SQ. FT. = 16,000 VA 4 #3/0 #6 2 1/2" 6 E.W.H. AT 4500 YA = 4,500 VA 7 MISC. LOADS = 2,000 VA CONTINUOUS GADS TOTAL: 33,900 VA SERVICE VOLTAGE: 120 208V, 3PH, 4W i STORE BUILDING LOAD CALCULATIONS: 25 _' X _?o _' _ _ 1_750 _ SQ FT. " TYPICALSHOPS STORE LOAD TOTAL AMPS RECAP LOADS LOAD TOTAL VO LT AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 1,750 VA 1 RECEPTACLE LOAD (SECTION 220-3(c) 1 1,750 SQ. FT. AT 1 V-A PER SQ. FT. = 1,750 VA = CONTINUOUS LOADS: GENERAL LIGHTING LOAD: (SECTION 220-3(c)) 11750 VA CONTINUOUS LOADS TOTAL: LIGHTING 10,850 X 1.25 OTHER 20,500 X 1.00 13,600 20,500 VA VA .2 1750 SQ., Ft. AT 3 V-A PER SQ. FT. = SHOW WINDOW LIGHTING LOAD: SECTION 220-12 5,250 VA TOTAL CONNECTED LOAD 35,850 VA 3 22 FT. AT 200 V-A PER FOOT = 4,400 VA 35,850 208 X 1.73 = 100 AMPERES (SECT.215-3) 4 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION 600-6(c) = 1,200 VA WIRES SIZE GND. COND. 100 AMPERES MAIN O.C.P. 5 H.V.A.C. EQUIP. AT 8 V-A PER SQ. FT. - 14,000 VA 4 #2 #6 2 1/2" 6 E.W.H. AT 4500 VA = 4,500 VA 7 MISC. LOADS = 2,000 VA CONTINUOUS ,LOADS TOTAL: 31,350 VA SERVICE VOLTAGE: 120/208V, 3PH, 4W .STORE BUILDING LOAD CALCULATIONS: TYPICAL SHOPS STORE LOAD TOTAL 20 __ ' VOLT AMPS X 80__' _ _T_ 1600 RECAP LOADS SQ. FT, LOAD TOTAL VOLT AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 1,750 VA 1 RECEPTACLE LOAD (SECTION 220-3(c) 1 1600 SQ. FT. AT 1 V-A PER SQ. FT. = 1,600 = CONTINUOUS LOADS: GENERAL LIGHTING LOAD: (SECTION 220-3(c)) 1,600 VA CONTINUOUS LOADS TOTAL: LIGHTING 9,400 X 1.25 OTHER 19,300 X 1.00 11,750 19,300 VA VA 2 3 1,600 SQ. FT AT 3 V-A PER SQ. FT. - SHOW WINDOW LIGHTING LOAD: SECTION 220-12 17 FT. AT 200 V-A PER FOOT = 4,800 3,400 VA VA TOTAL CONNECTED LOAD 32,650 208 X 1.73 - 91 32,650 VA _ AMPERES SECT.215 3 4 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION 600-6(c - 1,200 VA WIRES SIZE GND. COND. 100 AMPERES MAIN O.C.P. 5 H.V.A.C. EQUIP. AT 8 V-A PER SQ. FT. = 12,800 VA 4 #2 #6 2 1/2" 6 E,W.H. AT 4500 VA = 4,500 VA 7 MISC. LOADS = 2,000 VA CONTINUOUS LOADS TOTAL: 28,740 VA SERVICE VOLTAGE: 120/208V, 3PH, 4W STORE BUILDING LOAD CALCULATIONS: 15 X _80 ' _ _ 1200 _ SQ. FT. " TYPICAL SHOPS STORE . LOAD TOTAL VOLT" AMPS RECAP LOADS LOAD TOTAL VOLT AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 1,200 VA 1 RECEPTACLE LOAD (SECTION 220-3(c) 1 1200 SQ. FT. AT 1 V-A PER SQ. FT. = 1,200 = CONTINUOUS LOADS: GENERAL LIGHTING LOAD: (SECTION 220-3(c)) 1,200 VA CONTINUOUS LOADS TOTAL: LIGHTING 7,200 X 1.25 OTHER 16,500 - X 1.00 9,000 16,500 VA VA 2 1,200 SQ. FT. AT 3 V-A PER SQ. FT. = SHOW WINDOW LIGHTING LOAD: SECTION 220-12 3,600 VA TOTAL CONNECTED LOAD 00 26,7( VA 3 12 FT. AT 200 V-A PER FOOT - 2,400 VA 26,700 208 X 1.73 = 75 AMPERES ECT.215-3 S 4 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION 600-6(c)) 1,200 VA WIRES SIZE GND. COND. 100 AMPERES MAIN O.C.P. 5 H.V.A.C. EQUIP. AT 8 V-A PER SQ. FT. = 10,000 VA 4 #2 #6 2 1/2" 6 E.W.H. AT 4500 VA = 4,500 VA 7 MISC. LOADS - 2,000 VA CONTINUOUS LOADS TOTAL: 23,700 VA SERVICE VOLTAGE: 120/208V, 3PH, 4W STORE BUILDING LOAD CALCULATIONS: ?5 __' X _ O _' _ ___120a _ SQ. Fr. » TYPICAL SHOPS STORE LOAD TOTAL VOLT AMPS RECAP LOADS LOAD TOTAL VOLT ; AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 1,200 VA 1 RECEPTACLE LOAD (SECTION 220-3(c) 1 1200 SQ. FT. AT 1 V-A PER SQ. FT. = 1,200 = CONTINUOUS LOADS: GENERAL LIGHTING LOAD: (SECTION 220-3(c)) 1,200 VA CONTINUOUS LOADS TOTAL: LIGHTING 7,200 X 1.25 OTHER 16,500 X 1.00 9,000 16,500 VA VA 1.200 SQ. FT. AT 3 V-A PER SQ. FT. = SHOW WINDOW LIGHTING LOAD: SECTION 220-12 12 FT. AT 200 V-A PER FOOT = 3,600 2,400 VA VA TOTAL CONNECTED LOAD 26,700 208 X 1.73 = 75 26,700 VA AMPERES SECT.215-3 2 3 4 5 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION�600-6(c)) _ H.V.A.C. EQUIP. AT 8 V-A PER SO. FT. - E.W.H. AT 4500 VA = 1,200 10,000 4,500 VA VA VA WIRES SIZE GND. COND. 4 #2 #6 2 100 1/2" AMPERES MAIN O.C.P. 6 7 MISC. LOADS - 2,000 VA CONTINUOUS LOADS TOTAL: 23,700 1 VA SERVICE VOLTAGE: 120/208V, 3PH, 4W Summit Tower Blvd Suite BLDG. 260 TELEPHONE (TYPICAL) SERVICE bilo ido PEDESTAL RETAIL . (TYPICAL) SHOP FL (2) 3 E.C. (TYPICAL) 1 E.C. WITH 'PULLWIRES (TYPICAL) FLOOR 32810 FIN. GRADE 407 660 2766 Fox 407 875 3276 POWER CO. METER SL#AAC001155 120/208V, 30, 4W WP SEALABLE AND LOCKABLE WIRING TROUGH AND 1.D. SIGN RETAIL RETAIL RETAIL SERVICE ENTRANCE 8" X 8" X LENGTH AS REQUIRED (TYPICAL) SHOP #1 SHOP #2 SHOP #3 SURGE SUPPRESSOR BUILDING TELEPHONE 1"C.-1#2 GND.SIGN SEAL SERVICE CONDUITS TO BLDG. MAIN p Cl P NL PNL PNL TO PROPERTY LINE SERVICE GROUND 2 1/7 C.-4-#3/0 " " » . AS DIRECTED BY i 120//208V, 3PH,4W, SECOND: 1 #6 GND. `::J -� 200 A, 4 W, S/N 1 S-6 2S-6 35-6 SOUTHERN BELL PADMOUNT TRANSFORMER (TYPICAL) FUSED, MAIN DISC. SW., FURNISHED AND INSTALLED NEMA 3R, (TYPICAL S2' ) BY THE POWER CO. MAIN MAIN MAIN NOTE 3 COORDINATE REQUIREMENT WITH THE POWER CO. S2 S2 S2 PICAL AND VERIFY LOCATION. FLOOR NOT TO SCALE yr�w FIN. GRAD r FIN. GRADE (2) 4"C-4-250 KCMIL, j 1 #1 GND. EACH ULTANT 1"C-1 #2/0 PRIMARY .INCOMING, NOTE: 2 FURNISHED BY � BOBES ASSOCIATES Consulting EiVineere, Inc, F.P. & L. (2) 3/4"x20'-0" COPPER fl ( ( aKa-o` c+ 823-7oaa FAX COORDINATE WITH THE CLAD GROUND ROD, INSTALL IL RISER DID SIB l RETAIL SHOPS) POWER, CO. 20'-0" APART AND CONNECT GROUND SYSTEM PER NEC 250 NOT TO SCALE T NOS: E SERVICE ENTRANCE 1. ALL CONDUCTORS/WIRES SHALL BE COPPER UNLESS OTHERWISE NOTED. SURGE SUPPRESSOR 2. TO DRIVEN GROUND ROD, METALLIC COLD WATER PIPE, BLDG. STRUCTURAL STEEL & FOOTING REBAR STEEL. (2) 3"C-4-300 KCMIL, 120/208V, 30, 4W - - 3. PROVIDE MAIN SWITCHES WITH CURRENT LIMITING CLF,LPN 1# FUSES. 1#1/0 GND. EACH 3 C 4 300 KCMIL, - 1/0 GND. EACH PROJECT 2 1 /2 C.-4 #3/0 POWER CO. METER 1 #6 GND. AND 1.D• SIGN (TYPICAL) (TYPICAL) WP SEALABLE AND LOCKABLE WIRING TROUGH WP SEALABLE AND LOCKABLE 'MIRING TROUGH (TYPICAL) RETAIL RETAIL RETAIL RETAIL RETAIL RETAIL RETAIL RETAIL RETAIL RETAIL RETAIL 12 X 12" X LENGTH AS REQUIRED 12" X 12 X LENGTH AS REQUIRED SHOP #6 SHOP #7 SHOP #8 SHOP #9 SHOP #10 SHOP #11 PADMOUNT TRANSFORMER SHOP #5 SHOP #4 SHOP #8 SHOP #2 SHOP #1 FURNISHED AND INSTALLED I © Ct C'J C3 ® BLDG. BLDG. ® © ® RMAIN ® 200 A, 4 W, S/N PNL PNL PNL PNL PNL PNL BY THE POWER CO. HOUSE PANEL � �M OM I JM COORDINATE REQUIREMENTS PNL» PNL " PNL " " PNL " " PNL M �: / FUSED MAIN DISC. SW., " " """" " "" _ _ - -5 1 C-5 MAIN NO. 1 MAIN N0. 2 6C-5 7C-5 8C-5 9C-5 10C-5 11C-5WITH THE POWER CO. 5C 5 4C 5 3C 5 2C NEMA 3R. (TYPICAL "S2")NOTE 3 7 AND VERIFY LOCATION.PNL MAIN MAIN MAIN MAIN MAIN MAIN MAIi2OSS N MAIN "HP5" MAIN MAIN MAINS2 S1 S1 S1 S2 S2 S1 S1 S1 S2 S2 2 1 2' C.-4-#3/0, 2 1 2 C.-4-#2, 1- 6 GND. AT 1-#6 GND. (TY ICAL FOR S2 FEEDERS") (TYPICAL "S1" FEEDERS) FIN. GRADE FIN. GRADGATEWAY (2) 4"C-4-300 KCMIL, 1 C-1#3/0 1 1 0 GND. EACH I NOTE: 2 (� 4" E.C. P LAZA (2) 3/4"x20'-0" COPPER CLAD GROUND ROD, INSTALL r. 20 -0„ APART AND CONNECT O GROUND SYSTEM PER 25 NEC PRIMARY INCOMING,ELECTRICAL I I,� I O) kill RETAIL H + HOUSE) NORTHEAST CORNER OF. FURNISHED BY NOT TO SCALE TOWNE CENTER BOULEVARD F.P. & L. (2) 4"C-4-300 KCMIL, COORDINATE WITH THE 1#1/0 GND. EACH NOTES: ST. JOHNS PARKWAY POWER CO. (1) 4" E.C. 1. ALL CONDUCTORS/WIRES SHALL BE COPPER UNLESS OTHERWISE NOTED. 2. TO DRIVEN GROUND ROD, METALLIC COLD WATER PIPE, BLDG. STRUCTURAL STEEL & FOOTING REBAR STEEL. a SANE ORD, FLORIDA 3. PROVIDE MAIN SWITCHES WITH CURRENT LIMITING "CLF,LPN" FUSES. i STORE BUILDING LOAD CALCULATIONS: 100' X 150' = 15,000 SQ. FT. LOAD VOLT RECAP LOADS LOAD VOLT OLD NAVY CLOTHING C O . TOTAL AMPS TOTAL AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 12,500 VA 1 RECEPTACLE LOAD (SECTION 220-3(c) 15,000 SQ-' FT.. AT 1 V-A PER SQ. FT. = 15,000 VA 10,000 VA AT 100% = (15,000. -+ 10,000) VA AT 50% - 10,000 2,500 VA VA CONTINUOUS LOADS TOTAL: LIGHTING 62,200 X 1.25 OTHER 96,000 X 1.00 77,750 96,000 VA VA NONCONTINUOUS {. LOADS TOTAL: -- 12,500 VA TOTAL CONNECTED LOAD (SEE NOTE A 186,250 VA 186,250 208 X 1.73 = �18 AMPERES SECT.215-3 1 CONTINUOUS LOADS: GENERAL LIGHTING LOAD: SECTION 220-3 c WIRES SIZE GND. COND. 600 AMPERES MAIN O.C.P. 8 350 KCMIL 2#1 (2) 3"C 15.006 SQ. Fr. AT 3 V-A PER SQ. FT. = SHOW WINDOW LIGHTING LOAD: SECTION 220-12 45,000 VA 2 3 80 FT. AT 1200 V-A PER FOOT = 16,000 VA NOTE A: 4 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION 600-6 c = 1,200 VA LOADS ARE COMPUTED AND SHOULD BE LARGER THAN 5 6 H.V.A.C. EQUIP. AT 6 V-A PER SQ, FT. = E.W.H. AT 4500 VA = 90,000 4,500 VA VA ACTUAL LOADS, IN THE EVENT THE ACTUAL LOADS EXCEED THE CALCULATED LOADS ADJUST CALCULATIONS. • 7 MISC. LOADS = 1,500 -[ SERVICE 0 AG : 120/208V, 3o, CONTINUOUS LOADS TOTAL: 158,2001 VA • STORE BUILDING LOAD CALCULATIONS: 140' X 200' = 28,000 SQ. FT. " ROSS DRESS FOR LESS " LOAD TOTAL AMPS VOLT RECAP LOADS TOTLOAAL VOLT AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 19,000 VA 1 RECEPTACLE LOAD (SECTION 220-3(c) 28,000 SQ. FT. AT 1 V-A PER SQ. FT. 10,000 VA AT 100% (28,000 -- 10,000) VA AT 50% = 28,000 VA - = 10,000 9,000 VA VA CONTINUOUS LOADS TOTAL: 115,200 X 1.25 174,000 X 1.00 144,000 174,000 VA VA NONCONTINUOUS LOADS TOTAL: -- 19,000 VA TOTAL CONNECTED LOAD (SEE NOTE A) 318,000 VA 318,000 208 X 1.73 - 884 AMPERES SECT.215-3 CONTINUOUS LOADS: WIRES SIZE GND. COND. 1000 AMPERES MAIN O.C.P. 1 GENERAL LIGHTING LOAD: SECTION 220-3 c 12 400 KCMIL 3-#2/0 3 3"C 28,000 SO. FT. AT 3 V-A PER SQ. FT. = 84,000 VA 2 SHOW WINDOW LIGHTING LOAD:. SECTION '220-12 3 150 FT. AT 200 V-A PER FOOT = 30,000 VA NOTE A: 4 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION 600-6 c - 1,200 VA LOADS ARE COMPUTED AND SHOULD BE LARGER THAN 5 HN.A.C. EQUIP. AT 6 V-A PER SQ. FT. SECT.220-15 - 168,000 VA ACTUAL LOADS, IN THE EVENT THE ACTUAL LOADS 6 E.W.H. AT 4500 VA (220-3(c)) = 4,500 VA EXCEED THE CALCULATED LOADS ADJUST CALCULATIONS. 7 MISC. LOADS (SECT. 220-3(c)) - 1,500 V S 120/208V, 3o, 4W CONTINUOUS LOADS TOTAL: 289200 VA 120/208V, 32 4W 1/2" C. 120/208V, 30, 4W 120/208V, 3b, 4W / 412 12 SERVICE ENTRANCE -: 1/2' C. TRANCE 2 12 SERVICE ENTRANCE GND SERVICE EN 2 11 SURGE SUPPRESSOR METER MOUNTED ON METER MOUNTED ON 112 GND 112 GND SURGE SUPPRESSOR EXTERIOR OF BLDG. SURGE SUPPRESSOR EXTERIOR OF BLDG CLOSE NIPPLED TO CLOSE NIPPLED TO METER MOUNTED ON CLOSE NIPPLED TO � � � � � � � � �' � •' �''' " ' ' ''' • I LOCATE AS DIRECTED PANEL. LOCATE AS DIRECTED PANEL EXTERIOR OF BLDG. BY POWER CO. Wp PANEL. BY POWER CO. PADMOUNT TRANSFORMER LOCATE AS DIRECTED i PADMOUNT TRANSFORMER O PADMOUNT TRANSFORMER FURNISHED AND INSTALLED BY POWER CO. M ' + FURNISHED AND INSTALLED FURNISHED AND INSTALLED M BY THE POWER CO. BY THE POWER CO. BY THE POWER CO. »Mpp' COORDINATE REQUIREMENTS "MDP" PNL COORDINATE REQUIREMENTS » » „ "MDP" PNL PNL COORDINATE REQUIREMENTS PNL CT S PNL PNL PNL AND VERIFY LOCATION. 1" EC FCT'S "ROST PNL. "g, nC„ PNL AND VCRIFY LOCATION. 1 EC ANCHOR-1 B C" WITH THE POWER CO. »A, AND VERIFY LOCATION. 1" EC CT'S "OLD NAVY" "q" "B »C. WITH THE POWER CO. A WITH THE POWER CO. FLOOR ..................:......... .........:..... __: F FIN. GRADE FLOOR FIN. GRADE IN. GRADE F MDP-1 11 P�IDP-1 - MDP-1 3 4"C-4 400 KCMIL, MDP-2 (3) 4"C-4#400 KCMIL, MDP-2 (2) 4 C-4#350 KCMIL, MDP-2 MDP-3 'A MDP-3 MDP-3 1#2/0 EACH T 1#2/0 EACH 1 #1 GND. EACH PRIMARY INCOMING, (2) 3/4%20'-0" COPPER FURNISHED BY ( 1"C-1 #3/0 CLAD GROUND ROD, INSTALL PRIMARY INCOMING, " » " a » 2 3/4"x20'-0" CLIPPER F.P. & L. NOTE: 2 20 -0 APART AND CONNECT FURNISHED BY 1 C-1#3/0 (2) 3/4 x20 0 COPPER ELECTRICAL RISER DIAGRAMS 1 C-1 #2/0 O CLAD GROUND ROD INSTALL CLAD GROUND ROD, INSTALL NOTE: 2 AND PANEL SCHEDULES COORDINATE WITH THE GROUND SYSTEM PER NEC 250 F.P. & L. 20'-0" APART AND CONNECT I PRIMARY INCOMING, NOTE: 2 COORDINATE WITH THE GROUND SYSTEM PER NEC 250 FURNISHED BY GROUNDASY5TEMNPERONECC250 POWER CO. F.P. & L.ELECTRICAL RIB DIAGRAM NO. ' O (ANCHOR .1) POWER co. COORDINATE WITH THE NOT TO SCALE ELECTRICAL IIDIAGRAM ONE 1) (DRESS POWER CO. L. I�4L.II DIAGRAM () (OLD CLOTHING CO.) ELECTRICAL II,;� U�i�HOR I�..� � � NOT TO SCALE NOTES: NOT TO SCALE NOTES: 1. ALL CONDUCTORS WIRES SHALL BE COPPER UNLESS OTHERWISE NOTED. EL NOTES: CONDUCTORS/WIRES SHALL BE COPPER UNLESS OTHERWISE NOTED, 1. ALL CONDUCTORS/WIRES SHALL BE COPPER UNLESS OTHERWISE NOTED. 2. TO DRIVEN GROUND ROD, METALLIC COLD WATER PIPE, BLDG. STRUCTURAL STEEL &FOOTING REBAR STEEL } 1. ALL I 2. TO DRIVEN GROUND ROD, METALLIC COLD WATER PIPE, BLDG. STRUCTURAL STEEL &FOOTING REBAR STEEL. 2. TO DRIVEN GROUND ROD, METALLIC COLD WATER PIPE, BLDG. STRUCTURAL STEEL & FOOTING REBAR STEEL. STORE BUILDING LOAD CALCULATIONS: 140' X 214' = 29,960 SQ. FT. " STORE " 30,000 ANCHORTOTAL LOAD LT AM S RECAP LOADS AD A TOTAL VOLT AMPS NONCONTINUOUS LOADS: NONCONTINUOUS LOADS TOTAL: 20,000 VA 1 RECEPTACLE LOAD (SECTION 220-3(c) 30,000 SQ. FT. AT 1 V-A PER SQ. FT. = 30,000 VA 10,000 VA AT 100% = (30,000 -- 10,000) VA AT 50% - 10,000 10,000 VA VA CONTINUOUS LOADS TOTAL: 111,200 X 1.25 186,000 X 1.00 139,000 186,000 VA VA NONCONTINUOUS LOADS TOTAL: -- 20,000 VA TOTAL CONNECTED LOAD SEE NOTE A 345,000 208 X 1.73 - 959 AMPERES 345,000 1 VA SECT.215-3 CONTINUOUS LOADS: WIRES SIZE GND. COND. 1000 AMPERES MAIN O.C.P. 1 GENERAL LIGHTING LOAD: SECTION 220-3 c 12 400 KCMIL 3-#2/0 3 3'C 2 30,000 SQ. FT. AT 3 V-A PER SQ. FT. = SHOW WINDOW LIGHTING LOAD: SECTION 220-12 90,000 VA 3 100 FT. AT 200 V-A PER FOOT = 20,000 VA NOTE A: 4 5 6 OUTSIDE SIGN CIRCUIT 1200 V-A SECTION 600-6 c - H.V.A.C. EQUIP. AT 6 V-A PER SQ. FT. = E.W.H. AT 4500 VA = 1,200 180,000 4,500 VA VA VA LOADS ARE COMPUTED AND SHOULD BE LARGER THAN ACTUAL LOADS, IN THE EVENT THE: ACTUAL LOADS EXCEED THE CALCULATED LOADS ADJUST CALCULATIONS. 7 MISC. LOADS = 1,500 SERVICE VOLTAGE: 120/208V, 3o, 4W CONTINUOUS LOADS TOTAL: 297,000 VA �r •.:; } ��� �� ,, _ `f� i