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HomeMy WebLinkAboutPLANSFINISH NO FLOOR BASE Wit NOTES 1 2 314 5 6 7 819 10 11 1213 14 NAME W tai w U z O u 0H d w J >- z w y W ,J., F E w cw> F t1 o J z > W F Q 0 ❑ 3 O s � ,�-, ti C 3> J V'z J I.- i cwl W F d' ¢ o Z z � z w > J -1 3 m d H ,Z-r as MARK WAITING Q O CORRIDOR Q C ., F104 OFFICE O O O RESTROOM 0 O CONFERENCE O O O 105 SALES OFFICE O O O . 106 ACCOUNTING O O O . 107 CLOSET O O O 108 SALES OFFICE O O - _ O 109 DISPATCH OFFICE O O O . 110 DISPATCH FOYER O / \ O Ill OFFICE O O _ O 112 OFFICE O O O 113 SUPPLIES O O O, 114 LD'.'tJh� 115 --- _ 116 WOMEN O O 117 MEN 0 �� O 118 RECEPTION AREA O _ ti� _ O 119 WORK ROOM O C O 120 SUPPLIES O O SCHEDULE LLS TRIM 516T17118 19 20 21 a a 0 17 z 1 z O H 9 o n s � w >_ � n aJ w O � � 1 O U W I W ti K 2 rZ. d 0 3 •� �s , r .aoaaa 48 mn I117-19 11 -us 8 min X1! T )!0 oqu(y t perr Vtted In snadW area � ni (a) Clear Flow space wt ttevit and Knee Clearance ..lta , _ _ 1 fountain depth r:.............. ....................: i 1c1 (d) FrwStanding Built -In Fountain or Cooler Fountain or Coolu Fig. 27 Drinking Fountains and Water Coolers 7b Tm ne 18 08 min 18 ears os 18 rr w 18 Tin 42 ^+^ 18 avi - r 4, itClew otr clear nm "wa a ............. N+. apace :. I Q48 Tin 80-L•'^Irn 48 Tin Mg. 28 Clear Floor Space at -Water Closets 12 matte— 12 Tin 12 42 nan 1 ellw m ear peo•• r- ]wm4-:- « � Ri - m (+► (b) Bads Wan skle woo Fig. 29 Grab Ban at Water (3031 CEILING HT REMARKS 2422422 930 NOTES, 1 (CARPET) ALLOW $20.011 YD INSTALLED. Cu q N N w 4 (CERAMIC TILE) ALLOW $5.00 w IN BASE BID PER SQ FT INSTALLED. 26 (ACOUSTIC TILE) ALLOW FOR WHITE FISSURED a a' 1 F u IN WHITE METAL GRID >_ J J J O 27 (ACOUSTIC TILE) SAME AS 26 G ii IU-. ''_ Q w W l- I- 0 w o O z Q � 7) O U X a U UU X I=- w 0- U a a a w to O 1 1 1 9'-0' 100 WAITING 0 9'-0' 101 CORRIDOR _- Ol 1 HR RATED O 9'-0' 102 OFFICE O 8'-0' 103 RESTROOM O 9'-0' 104 CONFERENCE O 9'-0' 105 SALES OFFICE O 8'-0' 106 ACCOUNTING O 9'-0' 107 CLOSET O 9'-0' 108 SALES OFFICE O 9-0' 109 DISPATCH OFFICE - O 9'-0' 110 DISPATCH FOYER O 9'-0' Ill OFFICE O 9'-0' 112 OFFICE O 9'-0' 113 SUPPLIES - 114 -- 115- O 8'-0' 116 WOMEN -- — O 8t-0' 117 MEN O 91-10, 118 RECEPTION AREA O 9'-'0' 119 WORK ROOM (� 9'-0' 120 SUPPLIES Fig. 31 Lavatory Cie ances 17ndn cla floe. eaace FIg. 32 Clear Floor Space at Lavatorlaa NOTE: ALL INSTALLATIONS MUST COMPLY WITH STATE OF FLORIDA HANDICAPPED ACCESSIBILITY CODES AND STANDARDS. PROVIDE SIGNAGE AT DOORS TO COMPLY W/ ALL A.D.A. REQUIREMENTS - --SEE FINISH NOTES TYP LT _ �---- -------- B-165 18' X 34' MIRROR BY BOBRICK OR APPR. EQUAL a Uu N iCt'' LAV 1 1/210 G.B. 1 1/2' w, FROM WALL 3 PT y X a I - l \yUy � MOUNTING 7YP E \v n. I ,;v , .+ (u W 1 — 1 ELEVATI 6 11 N g• — I RV-8, 4' 3'- 3'Ox7'0 H MTL INSULATED - rn N - 4' 4'-8' V" v � •,4 I — DO - 22'-0' 4 4' k Tr► IC 7, FUTURE "'�LABFL SC WOOD - OPEN OFFICE t STAIN GRADE m\\KFY LK -- 4 - L ! P1 T rot �•t�--qvi eDo.: "��I CIF-( Dw IcrM,r,,1c<> F �ru tz Fsa � wi,�w•r' ; I r I 3Yds YEg¢(g •�' 10'-0' ----- — I j o SALES OFFICE J 108 3'0X8'0 a (3j FIlL� r. r SC WOOD m [� STAIN GRADE C, ?A4UF KEY LK LABEL v H 3'Ox7l) PE FLU C- 3'OX '0 __H MTL LABEL INSULATED SC ODD c TH & CLOSER STA GRAD sm V furl f't _ o PAS LK - KEY LOCK W/ A Ill 1 .1 DISPATCH D I PAT H S T I; < MATIC RELEASE FROM DISPATCH OFFICE 1 r -- Al 3/8' = F-0' RR OPPOSITE HAND FLOOR PLAN 1/4' = 1'-0' _-__-- MICA SHELF BELDW 3'0' WIDE X 3'0' HIGH W/ TOP AT 6'6' SL GL W/ TRACH & LOCK. GLASS TO BE CLEAR 61'-4' I ' TiF'tLAi,_ PLAN NOTESI OPROVIDE 18' TOWEL BAR, T,P.HOLDER, SHOWER ROD ROBE HOOK, MIRROR, AND CERAMIC TILE ON WALLS OF SHOWER WITH RECESSED SOAP/GRAB. SHOWER TO HAVE SHOWER PAN UNDER TILE AND 4' RAISE CURB EXCEPT AT LOCKER ROOM HC SHOWER. OH.C, SHOWER TO BE INSTALL IN ACCORDANCE TO FLORIDA ACCESSIBILITY CODE AND A.D.A. REQUIREMENTS INCLUDING HC GRAB BARS, NO CURB AT SHOWER, HC SEAT FIRMLY ATTACHED TO WALL, AND SHOWER VALVES AND HEAD AT PROPER HEIGHT. SEE DTL ATTACHED. PROVIDE HC STALL COMPLETE WITH WC, GRAB BAR, J TOILET PAPER HOLDER, COAT HOOK, 32' WIDE MICA TOILET PARTITION DOOR, OVERHEAD BRACED TOILET COMPARTMENT, URINAL SCREEN, HC URINAL, AND MICA FACE LAV COUNTER AND 4' SPLASH, INSULATE HOT WATER PIPING UNDER LAV TO MEET ALL CODES. OINSULATE WALLS AROUND ALL OFFICES & BATHS W/ R-11 BATT INSULATION TYPICAL 15'-0' 1 m - - --- FUTURE I OPEN OFFICE 111 10 1 I Cu3' OXB'0 Sc WOOD C STAIN GRADE LABEL KEY LK HR WALL - / TYPICAL OFFICE ALONG CORRIDOR 'C' 3'OX8'0 102 LABEL RR SC WOOD WH ' SCxelo WOOD STAIN GRADE n 103 STAIN GRADE KEY LK �� 5' I 11'-0' 3'0X8 0 KEY LK SC WOOD TP SUPPLIES STAIN GRADE PRIVACYLK L C, LABEL 113 'C' E 218X8'0 SC WOQIL LABEL STAIN - GRADE ° t 30' HIGH X o 24' DEEP BAST CAB, MICA, W/ 4' SPLASH, an R DRAWERS OVER DOORS, AND 30 HIGH X 101 13' DEEP UPPER CABINETS. TOP OF UPPER 103 5' CORRIDOR CABS TO BE A( 70' AFF - 4'-4' 4' 2'-d' 4' V -- - - - - - - - - - o OFFICE y ___ -_ l LABEL Co SALES L[105 LABEL 3'OXB'0 SC WOOD STAIN GRADE KEY LK LOIl CORRIDOR I ' I 3'DXB'0 SC WOOD _ 0 ACCOUNTING 4- �� \'J STAIN GRADE KEY LK 2'OX6'8 OFFICE o LOUVER 'C• LABEL 106 �_,__ _ BIFOLD STAIN GRADE 3'OXB'O --- SC WOOD -- STAIN GRADE_ PASS LK - INFERENCE I • r- to - 1 44 4' 5'-0- 4' 6'-0' I 4' 10'-8' 4' 15'-0' 3'OX8'0 6 X8' WRAPPED SC WOOD ' ROOM T STAIN GRADE i WORK �J -,___ A/C CLOSI PASSAGE LK y OPENING 119 A/C� 107 A/C MICA BASE to C' AND UPPE --- - LABEL - C, CABINETS LABEL 'C' LABEL- 3'0X8'0 3'OX8'O 3'OX8'O SC WOOD SC WOODL SC WOOD STAIN GRADE STAIN GRADE o STAIN GRADE -� KEY LK PRIVACY LK 1 101 PASSAGE LK 3,-81 WAITING 5 CORRIDOR 100 PR 3'OX8'0"AL LABEL DF LABEL - - _ - GLASS STORE FRONT DISPATCH OFFICE ---- - ---- - Z0 - - WITH 2'X4' FRAMESgu • I 2'R WITH CLOSER, TH, 109 PT PT 18'X48' MICA SHELF AND KEY LOCK F W/ TOP AT 42' AFF OPEN TO WAITING Fa �_ MEN ® WOMEN RECEPTION - 1 3/4' X 4' ALUM STORE- FRONT WINDOW SYSTEM ° TO -� pt MATCH SMALL WINDOWS X 4' 0D 4' HIGH. HEAD AT 7'-2' i 5'-9' 5'-9' 4' 11'-4' 4' AFF GRAY TINTED GLASS, -- - Ll OTPH - NOTEI VERIFY EXACT HARDWARE OPERATION FOR 30' HIGH MICA BUILT IN CABINET ITERMINAL 2'-0' 8'-0' TOLBEOIINCLUDED IN RBISE B DANCE OF E 1800.00 40'-4' MIDDLE SECTION W/ 2 DRAWERSAFOR CCOMPUTER DJAENT ROPED 61'-4' P1 I Z a r coo w �• N O O Z W IL W z =Q J a U Q Q 00 j� a W F 4� (L0D = V Nei W^ V 4C 3a UI z U_ �NN L� /W lJ' ) z 75 0 Q CC O }} F- W Z O U lJ O W W N rn I o ¢ o •� A-1R COMM. N0. 94001E vm I LEGEND Plant Material Notes: VACANT LAND L07 All plants shall conform to the k'stahlishcd nurst,ry gr.ldeh and st.,ntt,lrils, to N. I lurld.l ?1I KEY SPECIE MIX % or butler, and shall bt• free Of dist,ask' and ilISC tS cll,cln installation. 1 2 3 'Il'ees shall be a mininlunl of tell (10') feel in height with d mininnnu d.b.h Of one and one -ball inches (1.5"1, tdnopy Sl,read of 1iyc (S') fk't,l, dnLI .I In l ninlu nl rII,II Live Oak Southern Magnolia E'm trunk Of live (5') jecl at the tilnc Of installation(D . Crape Myrtle Bottlebrush Tabehuia • Shrubs Shall be a Inilllllllllll (11 t•Ightcell (181 ll he6 Ill Height dt Illc Illllt• of installation dnd will provide d solid screen Withinunr (I) year. • Groundcovers shall be planted to create d reaSOnably complete coverage Cabbage Palm Queen Palm Washingtonia within nine (9) months of installation. • Vines Shall be used to fulfill the south l,rOl,crty link' screen I'cquit'cnr(•nt ( III' o r ) UCZ� Eleagnus Viburnum Eugenia • 'hurt grass shall be installed using solid SOLI and shall be either Bahia or tit. Augustine. Fakahatchee Grass African Iris Li, -tope • All terminal parking Islands will he provided a nun mountable curb. • A motor vehicle slop will be provided at t,ach parkin); Spocc to protk'cl c Indian Hawthorn Yaupon Holly Dwarf Pittosoorum interior landsrdping. _) • A soft, sight corner will tic prodded dl tho pnrjk'cl t,nlr,uur With All � }-Ioneysuckle Confederate Jasmine 11andorca plant nlalurials Conforming to hcighl reslricUuns and cross-tisihility concerns. • All loading spaCes and trash COUCCtion arcaS will be 1Ocdlod behind a 100^G, opaque wall (S'). Note: This plant legend illustrates possibly plant palette combinations which wbe used • All landscaped areas will be provided a nrtdch cover of at -least Ihrk't, (3)ill upon implementation of landscape and irrigation designs. This is provided to inform the inches county staff of an intended pV'Int selection with plan graphic key as shown on the Final landscape and irrigation shall Conjoint to Suction 7.09.0(1, titandards for Nallvc and development plan. Variationb to the plant palette may be made upon further design 1)1'oughl "I'olurant Vygclation, as 1011OWS: refinement; the overall intent of this dOCUmenl is to illustrate conformance to the St. 50X, water wise/native plant useage (nlininumn). Lucia County Landscape Cody; and to convey the landscapr conceptXeriscape to be used for the principles (massing aCcortlin}; to tvalcr rk'quurnn•nlr•) development of the project. shall be nulinlained. Ground cover uscdgt, when landscape area is eight (8') Il't't wide of IcsS. Irrigation design Standard:. (tuning, dulonlalit Shut -all dt,vicch) Shall be maintained 00' 08, 13" W 629. 18' NORTHWEST CORNER m SECTION 6, T11, 36 SOUTH, ROE, 40 EAST m a m I r" � m m z o 0 a r m I � C,p�yt /t/t'r q3- 0a9l3 - ochow khoual-> g3_YN� c�®q i. L �b- Cd4,�• Sl.)ILDINADWI t, ' RAIN LINK FENCE R Fik I FOR Go % ,VIEWED BYmwi@Nw-•Zn_ '__ T'' I I I L �7 vV i." NOT TO BE OCCUPIED BEFORE FINAL APPRWAL ,,, 01 All PING DEPAPTMENT04, "rn GILL iK LEAsip MOUM � l'DII DID: f011TNELOrrtnerne r._ Tlion s Lucido &Associates, P.A. Land Planning/Landscape Architecture 322 Georgia Av, Stuart, FL, 34994, 407-220.2100, Fax 407-223-0220 1903 S. 25th St, Suite 100, Ft. Pierce, FL, 34947, 407-467-1301, Fax 407-467-1303 800 North Highland Avenue, Suite 206, Orlando, FL, 32803, -407-839-3701, Fax 407-872-0869 Magnum Tank Facility St. Lucie County Landscape Plan Base information supplied by Cunningham & Durrance natq�xa ircoar 1.28 :94 ............ o'.....?5'... 34. ............ Scale .......I.............1:. .......... .. Drama Irr/Chedwd b?•...$lt'1/.GB ................... . Job tiamber 0 ..... ... ................ ........... ...... ... • ti r`x cn — % I � a•tG3:r ��`rlr-mot 1 � - o' v� uc� �x'r*•�+.� �k cb +�a rrw� o ► c. 1. w 1. et 1*50 1 * 6 ¢5 11-J =o .< I. �Sszl R"�Ac1..1 wv,7" t�-Tf'�rr'1 d, d I� I I a1 , Z I� m + 1( IP- c 4- 1'pg9. 6I �! ► - - ' - 1-0 4- Yl - 1, - -_ « --- -+- -- f r f /r d Alex", —1 t. I Imo' 7 C5 ftA=*4 .._.. --T'*"a.C:,.F' c'c.icF'> :_•Ipp.� n•vc, I� . o�-x�.r�., I. h �- ,; r ©! ' Ca• - Q t'_ lC NOT= �: Ma n�.ca'T-!s ►� r'Tr�+.� co<J try OZ'.."' OF F-i S�J:—CvC-C. 1 N I r-tTCs�e-'I�C71.a.T� � i NNN6 r i \1 I I � I � I --I I I I IT I A CMIQUITA CrT*n PACKEM JW_ w L__ — -- i — — — —� s• r t n i 13 E �.. r•K tiawc ANu i lcm.r grr,l6lirt Alu ( I •• 3@X 1F. � l I I 6�1 4. aN xTEnla WA i VAUNT (AMC L= 7 SITE PLAN STRUCTURAL NOTES **GRAVITY LOAD** ROOF - ALL DEAD LOADS PLUzi 30 PSFLIVE LOAD **WIND LOAD** (SBC SEilrION 1205) 110 MPH BASIC F$ ESSURE 35 PSF (COASTAL EXPOSURE) **CODES** STANDARD BUILDING CODE, LATEST EDITION BUILDING; CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-83) MANUAL OF STANDARD PRACTIf_E FOR DE`FAILING REINFORCED CONCRETE (ACI 315-83) AMERICAN CONCRETE INSTITUTE PALM BEACH COUNTY BUILDING REQUIREMENTS NATIONAL CONCRETE MASONRY ASSOC_.IATION AMERIC:AN INSTITUTE OF STEEL CONSTRUCTION NATIONAL DESIGN SPEC:IFU.ATION FOR WOOD CONSTRUCTION 1982 EDITION AND SUPPLEMENT **MATERIAL** A. CONCRETE: ALL CONCRETE SHALL BE NORMAL_ WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3()()()PSI AT 28 DAYS OF AGE. B. REINFORCING STEEL: ALL REINFORCING STEEL_ SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS: 3 INC'HES BEAMS AND COLUMNS: 1 1/2 INCHES SLAB ON GRADE: 2 INCHES C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL. BE ASTM A36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO FABRICATION. COLD -FORMED STEEL TUBING: ASTM A500, GRADE B HOT -FORMED STEEL_ TUBING: ASTM A501 STLrEL PIPE: ASTM A53,TYPE E OR S,GRADE B ANCHOR BOLTS: ASIM A307, J-TYPE U.O.N. HEADED STUD 'TYPE SHEAR CONNECTORS: ASTM A108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS. PROVIDED EITHER HEXAGONAL, OR SQUARE, HEADS AND NUTS, EXCEPT USE ONLY HEXAGONAL UNITS FOR EXPOSED CONNECTORS. D. REINFORCED CONCRETE MASONRY: 1.) LOAD BEARING CONCRETE MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH ACT 530. 2.) MATERIALS: A.) CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM f_:90-70, AND ASTM C:140-70 WITH A REQUIRED fm = 1000 PSI. B.) MORTAR: TYPE S, MINIMUM 28 DAY CURE. STRENGTH TO BE 1800 PSI COMPLYING WITH ASTM C270-73 AND ASTM I50-74. C.) GROUT: SHALL BE PEARDCK GROUT CONFORMING TO ASTM C476-71, GROUT TO BE 3000 PSI MINIMUM AT 28 DAYS, AND SLUMP SHALT.._ NOT EXi_EED 8 INC:HES. D.) REINFORCING BARS: SHALL BE ASTM A615, GRADE 60. >1'` 1�,� :_L'"�i�iON 3.) MATERIALS, METHOD OF CONSTRUCTION, HIGH LIFT GROUTING, INSPECTION AND TESTING SHALL BE AS SPECIFIED IN THE NCI1A SPE'CIFIC:ATIONS. 4.) HOLLOW UNITS SHALL BE LAID WITH "FACE SHELL MORTAR. B DDING" EXCEPT AT ISOLATED GROUTED CELLS AND MA ONRY INTERSECTIONS, USE FULL MORTAR BEDDING. 5.r PF.'O IDE NO. 9 GAGE LADDER TYPE JOINT REINFORCEMENT EVER OTHER COURSE U.O.N. 6.) ALL SPL S SHALL BE 40 TI_MES BAR DIAMETER U.O.N. 7.) PROVIDE VERTICAL REINFORCEMEN F'ECIFIED ON PLANS. 8.) CONTRACTOR.' SHALL SUBMIT SHOE' DRAWINGS SHO ING ALL HORIZONTAL, VERTICAL REINFORCINu AND DOWELS FOR APPROVAL PRIOR TO FABRICATION. E. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, 7: ETC. PROVIDE END BRACING, OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLAC_.EMENT OF EXISTING FOUNDATIONS OR STRUCTURES. BFIf f;,FILL IN HORIZONTAL LAYER, MAXIMUM OF 12" THICK, AND COMPACT TO A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING AC:'TION AGAINST WALLS OF., BUILDINGS. F. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED '1'0 BE TYPICAL AND SHALL APPLY TO SIMILAR.' SITUATIONS ELSEWHERE U.O.N. SOIL BEARING CAPACITY: 2500PSF I C 11\\\\\ I 1 `lll I /LiLBERT A. &4RGIULO, P.E. CONSULTING ENGINEERS 4500 BELVEDERE ROAD. SUITE D MAVERHILL. FLORIDA 33415 C407)GBG-5554 FAX C407)G88-G54G 1 24 ■ 36 PRINTED ON NO 1000N CLEARPRINT FINISH SCHEDULE NO FLOOR BASE WALLS TRIM CEILING HT REMARKS _ MARK NOTES 1 2 3 4 5 6 7 8 9 10 1112 13 14115 16 1718 1920 21222-__-242 2d27282930 NOTESI 1 (CARPET) ALLOW $20.00/SQ YD INSTALLED. 4 (CERAMIC TILE) ALLOW $5.00 IN BASE BID PER SQ FT INSTALLED. 26 (ACOUSTIC TILE) ALLOW FOR WHITE FISSURED IN WHITE METAL GRID 27 (ACOUSTIC TILE) SAME AS 26 NAME H a lr U U o U w o a_ w y Z. > w w N _� F- ti Q w U> w 1- 0 U > z¢❑❑ F- Y of w 0>>> R n ti .p G N z M F- .U. Q w cw.l w F- > w a o w z z> ❑ ❑ W > ❑ U -1 -1 P9 a 0 w z .. m ? a Q E W ❑ a.❑ w w U v~ z ❑ z L- w ❑ G x = I ca in a U w Z a o x N <a w Q w 3 ❑ u ❑ N O a w a a w rz a N w .J. I- J Q U n ❑❑❑ a N w _j I- J_j❑ Q U = a w J. f-- Q n a I- it U U W NO lL w ❑ U ❑ v, 100 WAITING 01 G Q O 9'-0' 100 WAITING 101 CORRIDOR O O - Q 9'-0' 101 CORRIDOR 1 HR RATED 102 OFFICE Q 1 Q - Q Q 9'-0' 102 OFFICE -- 103 RESTROOM 0 0 Q Q 8'-0' 103 RESTROOM 104 CONFERENCE Q Q Q Q 9'-O' 104 CONFERENCE 105 SALES OFFICE O 0 10 Q 9'-0' 105 SALES OFFICE 106 ACCOUNTING O Q Q 1 O 8'-0' 106 ACCOUNTING 107 CLOSET O O Q O 9'-0' 107 • CLOSET 108 SALES OFFICE O O O O 9'-C' 108 SALES OFFICE 109 DISPATCH OFFICE Q Q Q Q 9'-0' 109 DISPATCH OFFICE 110 DISPATCH FOYER 0 C O O 91--0' 110 DISPATCH FOYER III OFFICE O Q Q Q 9'-0' 111 OFFICE 112 OFFICE Q Q 0 Q 9'-0' 112 OFFICE 113 SUPPLIES Q O O O 9'-0' 113 SUPPLIES 114 LOL'U.,C. 114 --- 115 ---- - 115 116 WOMEN O O 8'-0' 116 WOMEN --- 117 MEN �V Q — - - Q -- 8'-0' 117 MEN`— 118 — - -- RECEPTION AREA — 10c © O 91,0' lie RECEPTION AREA — —- 119 WORK ROOM O C Q Q 9'-0' 119 WORK ROOM 120 SUPPLIES 0 4O O 9'-0' 120 SUPPLIES ant permltted In ehaded area (a) Span MeyM and Knee Claarancn fo (0 Free Standing Fountain w Cooler (b) Clear Floor Space �..-. not ru wR d lbwualn dyth ...... (d) Bully In Fountain or Cooler Flg. 27 Drinking Fountalns and Water Coolers ro 18 18 mn 18 eaa m w w 18 nae 42 iwn 18 uei o Beer '� aer wane ea .w e ` a ew ......... .........i ........ :....... ...... 4 48 mFn 48 min Fig. 28 Clear Floor Space at Water Closets ere 36 12 mtn 12 min aN ar Ae M (a) Back Wall Fig. 29 Grab Ban at Water Closets SkN Wan 11? ca Li x U 0 z I.l w 0 Fig. 31 LAvwt(xY Clearances Flg. 32 Clear Floor Space at Lavatories N2TE1 ALL INSTALLATIONS MUST COMPLY WITH STATE OF FLORIDA HANDICAPPED ACCESSIBILITY CODES AND STANDARDS. PROVIDE SIGNAGE AT DOORS TO COMPLY W/ ALL A.D.A. REQUIREMENTS LT SEE FINISH NOTES TYP B-165 18' X 34' MIRROR BY BOBRICK OR APPR. EQUAL U-- M -TOP LAV 1 1/2'0 G.B. 1 1/2' FROM WALL 3 PT -- MOUNTING TYP x E o+ Nm � 1 ELEVATI N 6 Al 3/8' = 1'-0' RR OPPOSITE HAND FLOOR 1/4' = 1-0' Interior Finish Flame Spread Rat' Exit Ways Ctas +"V G. Minimunm�t'}� Am" L ��.V e e IYA .• KEY LOCK W/ AUTO 3 MATIC RELEASE FROM DISPATCH OFFICE PLAN REVIEWED FOR COMPLIANCE XHN HAYDEN IREVIEWEO$Y:..,... - DATE:.+-.0244. rx COMPLIANCE TO: 1. N.F.P.A.101 2. SOUTHERN STANDARD BUILDING CODE Attapta hs NOTV� 3. LOCAL. CODE & ORDINANCES U2 whed shmsi 4. STATE FIRE MARSHALL RULES !. 0. SOX 303.0 PHONE:40 462-2312 FAX: (407) 462-2325 NOTE, VERIFY EXACT HARDWARE OPERATION FOR ALL DOORS. HARDWARE ALLOWANCE OF $ 1800.00 PLAN NOTES, lO PROVIDE 18' TOWEL BAR, T.P.HOLDER, SHOWER ROD ROBE HOOK, MIRROR, AND CERAMIC TILE ON WALLS OF SHOWER WITH RECESSED SOAP/GRAB. SHOWER TO HAVE SHOWER PAN UNDER TILE AND 4' RAISE CURB EXCEPT AT LOCKER ROOM HC SHOWER. OH.C. SHOWER TO BE INSTALL IN ACCORDANCE TO FLORIDA ACCESSIBILITY CODE AND A.D.A. REQUIREMENTS INCLUDING HC GRAB BARS, NO CURB AT SHOWER, HC SEAT FIRMLY ATTACHED TO WALL, AND SHOWER VALVES AND HEAD AT PROPER HEIGHT. SEE DTL ATTACHED. PROVIDE HC STALL COMPLETE WITH WC, GRAB BAR, TOILET PAPER HOLDER, COAT HOOK, 32' WIDE MICA TOILET PARTITION DOOR, OVERHEAD BRACED TOILET COMPARTMENT, URINAL SCREEN, HC URINAL, AND MICA FACE LAV COUNTER AND 4' SPLASH. INSULATE HOT WATER PIPING UNDER LAV TO MEET ALL CODES. INSULATE WALLS AROUND ALL OFFICES & BATHS W/ R-11 BATT INSULATION TYPICAL ov nwn MIUM DULL I 1N L.A111NL I W/ 2 DRAWERS ADJACENT DROPPED (07 r Z a oN N 0.0 Z W LLU W Z Ua 3a W Q m 0D jm a F. aOD r _ = Nm Q wN li Q O li j U z LJ U_ LJ z 0 Q O Ll_ Z L7 0 w O U U LLI O U J W V) z I u v, a F- N 0 (Ir a < w U V) 2 N a z � rr 0 s SHFF� A-1 R COMM. NO. 94001 B APR 2 5 1995 TYPICAL 1' = 1'-0' 2' VTR JLL WVIL PLANS FOR CONTINUATION METAL TRACK R-30 BATT INSULATION ACOUSTIC TILE CEILING TYP SEE FINISH SCHEDULE 1/2' GYP BD EACH SIDE OF 3 5/8' MTL STUDS AT 24' O.C. R-11 BATT INSULATION SEE PLANS FOR CATIONS � Tv. r,-4i SticT_T .n.-1c2. BASE SEE FINISH SCHED MTL TRACK TYP NOTE, AT 1 HR RATED CORRIDORS PROVIDE 5/8' TYPE X GYP BD EACH SIDE OF MTL STUDS TNTFRTf IR WAI JII 3' VTR PAINT SPECIFICATION& Ejf.RIDR WOOD PAINTED EXTERIOR FERROUS METAL EXTERIOR MASONRY I_tTERIOR WOOD TRIM PLASTER & DRYWALL EXTERIOR WOOD STAINED INTERIOR WOOD STAINED 1 COAT MOORWHITE PRIMER 4100) AND 2 COATS MOORGL❑ LATEX HOUSE & TRIM PAINT <096) 1 COAT IRONCLAD RETARD❑ RUST INHIBITIVE PAINT (163) AND 2 COATS MOORGLO LATEX HOUSE & TRIM PAINT (096) 1 COAT MOORWHITE PRIMER (100) AND 2 COATS MOORGARD LATEX HOUSE PAINT (103) 1 COAT MOORE'S ALKYD ENAMEL UNDERBODY (217) AND 2 COATS REGAL AQUAGLO (333) 1 COAT LATEX QUICK DRY PRIME SEAL <201) AND 2 COATS REGAL AQUAVELVET (319) 2 COATS MOURWOOD VINYL ACRYLIC LATEX STAIN (089) 1 COAT BENWOOD PASTE WOOD FILLER, TINTED TO SHADE OF THE STAINE WITH UNIVERSAL TINTING COLORS. (OMIT FOR CLOSE -GRAINED WOOD) 1 COAT MOORE'S INTERIOR WOOD FINISHES PENETRATING STAIN (241) <OMIT IF TO BE NATURAL% AND 2 COATS OF BENWOOD POLYURETHANE FINISH LOW LUSTRE (435). SHOWER BLDG PLAN 1,1 31 VTR WATER PLUMBING FIXTURE SUPPLY H C P-1 jyL*4; SINK EQUAL MOEN CAMELOT K-2522-3 SS O O SINK W/ CHATEAU.7538-B FAUCET EQUAL AM STAND ELONG CADET 17EL 1.6 P-2 H.C. W.C. WHITE, W/ OPEN FRONT SEAT & LID O EQUAL AM STAND ELONG. CADET EL 1.6 P-3 WC WHITE, W/ OPEN FRONT SEAT & LID O P-4 WALL LAV EQUAL AM. STAND, PENLYN, WHITE, W/ O O RELIANT 2385.332 FAUCET SET COMP. P-5 LAV EQUAL AM STAND RONDALYN WHITE O O W/ RELIANT 2385,395 FAUCET COMPLETE P-6 SHWR EQUAL AM. STAND. RELIANT 1495.378 O O SHOWER W/CLEAR ACRYLIC HANDLE P-7 HC SHWR SHWER CONTROL & SPRAY INSTALLED O O AS PER A.D.A. PROVIDE ANTI -SCALD SYSTEM P-8 60 GAL 60 GAL UPRIGHT WATER HEATER O WATER HTR W/DBL ELEMENT & 10 YR WARRANTY P-9 URINAL EQUAL AM STAND JET BROOK O W/ SLOAN ROYAL 180 VALVE P-10 30 GAL 30 GAL UPRIGHT WATER HEATER WATER HTR W/DBL ELEMENT & 10 YR WARRANTY O NOTEi PROVIDE HEAVY DUTY WALL HANGERS AT ALL LAYS, SEE CIVIL PLANS FOR CONTINUATION 1' GATE VALVE IN BOX VERIFY EXACT LOCATION. PROVIDE 1' TO WATER HEATER AND MIN 3/4' TO EACH RR AND SHOWER, PLUMBING 1/4' = .:0-- — PLAN .1 (87 Z <CD N w ?!J MM LL 0 0 Z jZ a o W z =< U< 3 is < I� co ID CCr a 0 a �m N I r Q 0 O U z W u /W V / z Q z 0 Q 0_ LL_O z N 0 W O U O U- Ld lL U O 3 � w F- z (n rn i a k N o o LA z z z m o � w a W_ A- 2R COMM. NO. 940018 Ar R 2 5 1995 A TO FJ T fL VkNfi. TT hk; 1.0, L.U/ 71,0004Y EA 40 A 4�11)0L: 9TUH IL. i W7 ST SEhYL'= 11.0 �-i TC�AI "f 2�NE TT'Nf 0(o U. 7A A� _UJD �>41'I L, 1 500 BTJ HI I(. � ..f ! / 1 12. 11.0 F!?;11l1Y3L FILE, OAMPG IZ.5 t.1 A/'L OUL . 4 Li(LIL. E.J AT CLG ')f MAlk.) COE�1DG11 `3 4W A --- - Ic - 1 O T r � _._ 5 A_5 Jt- 10 UTURE A-8 OP N OFF CE 1 '" 1210 A-}{8, 112 12'01 A-8 — ---I Yfjcu C._ _ o cu 140 CFM Ir A=5 'T 11 r A-5 9X9 CD®� 4 W- H A I-4I - J A-.8 rt A-6 A-6 ,,,,- ,► 120 CFM? SALES SALES I U I TO 9X9 CD I AO I .IFFICE OFFICE t_ A-5 - -1 4W A-5 105 A23,25 Imo- - - - - - - I --- -I 7.0 I sr I L. ._J A 6 A 6 X 150 FM ___ 6'_ C D I 0� f A-1 A_O - . 'A» QI� A 3, L101� I A-1 - - A A -I 1 -4, LOBBY A- LIGHT FIXTURE SCHEDULE MARK MANUFACTURER LAMPS REMARKS O SIMKAR TY 244 440RS 4 - 40W B SIMKAR TY 242 420IS 4 - 20W — C PROGRESS 2 - 60W D -P3015 - PROGRESS P6661-29 SHOWER LIGHT 1 - 60W ---- E WALL MTD DUAL LITE - BATTERY PAK WITH RED LETTERS F WALL MTD EM DUAL LITE --- BATTERY PAK G PORC FIXT W/ PC - 1 - 75W -- DOOR REL SWITCH 109 DIISPATC1 A 1 A 2 L - J, - - —= i �A 2 V TO SPEAKER ON POLE A-1 i11 E ? J _I R18 6'0 O Ip A-7 BROAN S90 W/ 4'C DUCT TO WP WALL CAP A-12 A-12 i M i O I A-7I I J r UTURE A 7 I OA O EN OF�ICE lil j )I 8-050 A 12 FH RAG 6X4 D A-IL13 -- SU8' PP LEs.- -- o - 103 = © I A- 6X4 CD L _UC1 -- - 1W.. A--7 Tti i 0 rA-3' I -.. I AO A-9 9.0 11 -- -OFFICE A-14 LIO�� _12X: 19�1e ®I x Ili I t AG o eFM 5' CORRIDOR 2W6 CD 6'01 ® I A-3 I FB RAG --- {L J - F A-18 l I6 OF CE 1 840 CFM 3 foil 12XIP CD _- l- A-20 A I A-20 r-� 6 A6 —� A-3 — 60 6 D II I 420 3X CD I WORK 14x20 I I ROOM E.PNL A I- 1 4T fi � �L 1O F 450 FM11 L J - A- 115X15 CD 18 18 E I FB f AG 320 CFM d 12X12 CD n'a ' X*X 12XI2 FB RAG A-9 50 CFCFML__..__ 1J W X4 CD 6'b / I 0A A-9 Q� J 7ERENC ROE C1041 07 � 4�PC X �Ol l E I; ( ° AITIN --- 5' C 'RRIDOR 3 j BROAN S90 W/ 4'0 --- DUCT TO 5 WP WALL CAP 4 A-16 _.� t A-16 FIC 4W FBRAG - 2W _ --- -- - -- r+r 01 UCl' -221 6'0 1 I 9�97 1 I A-15I O I I I II A --— 1 I AI24 I A_15 'I A-1 I - II A-III-A-2 A- 6'0 I I I. 120 C M 1 I O I - I O I A-15 \ A-1 C 6X6 C I ( I `� _ L - J -- I L— J A-15 6X4 C C R4 I I A I I �I 250 CFM 4W 1W O 1W I I A-24 2�12CD A-24 A 15 VERIFY A-1 1 A-1 WOMEN ( -- - -- _ 2 MEN - RECEPTI N _ EXTERIOR A-2 F- �I 117 A yy L SECURIT 116 I I�{, i� l 1L .�Yr *'atA�_ - ---' -- 15 LIGHTING � .1--- -----------------_.—._---- -� ---- - --_ _ _--' W/ OWNER 288 CFM A 24 A -IS A'. �p THRU 10X10 11 U1�41'4) DUCTS DUCT W/ TC WP u14LL CAP VOLUME DAMPER ELECTRICAL PLAN -- ------------------- 1/4' = 1'-0' r Z a o� � N 00 Z w jL j0 W x =< U< 3J L Ili Q m N OD jOD CD Q aco g Hm col � V 111 � cc °� ii 1 U N 0 ¢ 3 a it x vi J wZ �g Z U' a� z W � s K SHEET A- 3R AM. NO. 940018 APR 2 5 i995 e GALV, MTL, DRIP EDGE NOTE USE HIGH GRAVEL STOP ALL SIDES EXCEPT REAR —� VARIES TOP OF BEAM 8'X12' MIN. CONC. BEAM W/ (4) #50 CONT, NOTE, BEAM SLOPES AT SIDES 4' DESIGN LOADS, LL= 30# WIND LOAD= 110 MPH BUILDING DESIGNED TO COMPLY W/ 110 MPH WIND LOADING & SECT, 12 S.B.C. STUCCO ON — 8' MASONRY Sk /2' RECESS AT 1CK WALLS 4 PLY BUILT UP TAR AND GRAVEL ROOFING ON 30# FELT OVER 5/8' CDX PLYWOOD ON WOOD RAFTERS 30#LL � SSEMnCCD UUHPKG210 1(1 000R-30 P,T, 242 LEDGER W/ 1/2'0 AB AT 24' D.C. o 'o SEE FOUNDATION —/ PLAN ATYPICAL WALL 1/2' = I i 1/2' GYP BD ON PT 1X3 FURRING AT 16' ❑C W/ R 4.2 INSUL BETWEEN 2x12's AT 24' O.C. SEE FRAMING PLAN 5/8' GYP BD ON RAFTERS v ao 0 0 , do 4' CONC, SLAB W/ 6x6 10/10 WWM TYP7 SEE FINISH SCHEDULE D%. MESH W/IN 5' OF EDGE �F rTTnN T1`;T BUILDING N r" EAST 1/4' = 1'-0' PITCH 4' 16' WIDE X 40' HIGH FROSTED INSUL, MTL, DOOR WITH GLASS, TEMP, IN FROSTED TEMP GL ALUM FRAME i PROVIDE 5x5 CONC. PLATFORM ❑UTSIDE DOOR THEN RAMP TO H.C. SPACE MAX. 1/20 ELEVATION SHWR BUILDING SOUTH ELEVATION SHWR BUILDING 1/4' = 1'--0' ALUM, GUTTER AND DOWNSPOUT TYP. — EX. JL —/ r--- -- J SEE SECTION ZLT- TEXTURED STUCCO MATCH EXISTING BUILDING —7 (V CVERIFY W/ OWNER) FINISH FLOOR tij- W-EST ELEVATION SI IWR BUILDING NORTH ELEVATION SHWR BUILDING 1/4' = 1'-0' 1/4' • I • ■ i OF VERIFY WALK ONE — EO I of o000 - 1 q� p GFI O I ♦ SEPTIC TANK AND k �10, GFI ! O 0 �II 20A ♦ FIELD SEE DRWGS. ` p20A/ BY OTHERS LC-2 - I� � ■ PROVIDE HANDS FREE -/-.I INTERCOM MOUNTED ❑N I P-1820 Q / POLE AND IN DISPATCH I --_, OFFICE L� Ii ■ �, HC SIGN I I L'',.;II PING i I 55' VERIFY — SHOWER ■ i — ALIGN' BUILDING HC SIGN-- - j --- r ■ 1 W II LC-3 P-2 P-4 P-6 - — WP WP WP i LPG I 1 GFI GFI GFI I - _ 20A_ _ __ 20A 20A L ■ LP ___ ___ _ LP LP LP THREE POLES SHALL HAVE -� WP 50A 230V CROWS FOOT ■ /' �' T - AND 110V 20A GFI RECEIPT L _ - L� - f DP NOT SCALE DRAWINGS SITE ELECTRICAL PLAN - BY, Z a r- or N 00 Z-' �u a U W zU< 3J Q Q m D QQD lip Q W -j a a0 � �0 I w0 N Ol I N ¢ o o a 4 a rn J m o g U R w O s SHEET A- 4R I MM. NO. 94001B AP'R -2 5 1995 -- --- - --._ PANEL PS _ _LQCAT.ION=MAIN SERVICE ENTRANCE MQ N G- xxx-SU _RF rAl E__ -__—FLUSH.___ SERVICE-__-_1?SL_/2gg_ VOLTS,___3_0,____4 W _60 HZ BUSS SIZE-_400._ A AlQD.4!--- ..__AIC BKRS. MAIN BKR._ 4.OD__A ___3 ---P. MAIN LUGS ONLY Fl0 WATTS- CIRCUIT WIRE --- POLE --I-- AMP I Na --.-T.-, NO. ----- - 2 �._8...20---- �lq 16 - 18 2-� E241-L �40 AMP �3 POLE --*— 110 I 1 1 1 - - 1 - 2N4 �- 2 J_ .L 2 110 L i WIR I ONVENIENCE 10 ---- 10 - ---- 10 l -L - -1- --- - - --------- IE CIRCUIT ...----�-- SPACE ..- -_. _-._ CONVENIENCE R C .._--- E_EPT GFI._......_..I CONVENIENCE RECEPT GFI RECEPT GFI _MNVEN EN E R C P GFI - -- -- CONVENIENCE RECEPT GFI - --- E-------- SLUDGE KILN -------- L C - L2- - -- - .L2220 1 __ L C - 5 6 --=- -- -L - -- --- -- - - - --- AO - -._.__. 160 180 - 5000 -- 800 -- - WATTS S --Co _.- 180 I60 ---- 180 5000 2000 — 0 1400� Boo - -- - �--_-. BO - CO ------ 7482 748 2 _ 7482 ---------`---- VACUUM TOWER -- 20 HP kl - - - 3 --- 100 t------�-�- 1 y - 15 7 19 2_. 27 s20 I 20 20 20 20 -'---�- 60 20- J_ _ - J_ ------- 2220 -- - --- PUMP5 HP 10 ..-_ 3 ____..- 30 __ 2220 2220 --- --....-- - -- - - - --- -- 7482 - ---- _ _ _ AIR COMP - N1 3 100 --- 748 --- _ --- 7482 - --- _ - 20 HP -- -20 MR -'----- ------ - - - ---- 3 30 _ 2220 --- _---' - PUMP�li 10 __ _ 10 3 �- 3 _ 30I2Q---1 � - 30 +31f 2220 _ 9880 2220-i---- -AMP- 5 HP 2220 PUMP 5 HP - _ 10 . 3 30 _ 26 64 TOTAL 2220L 26064 CONN. CONN. 26064 WATTS TOTAL WATTS LEFT _______ ____ TOTAL CALCLOAD=304 - - __ _4i' TOTAL WATTS RIGHT - - -- ---- - 5360 - - 5360 3bI1 -- FEEDER SIZE 500 MCM CONDUIT SIZE 4' FEED" FROM 120/208V WIREWAY CONNECTED WATTS ADJUSTED WITH APPROPRIATE MULTIPLIERS AND DIVERSITIES __- PANE[ -n _ LPCATTGN - OFFICE BLDG M U Nu- S-U AC.. x -- SERVICE-_ _120/208 VOI T�_.4 --`----.-._-..---- US -- -- --- ------' ---- _ _�z...- _.W 60 H2 B.,S SIZE-_ 200 _A _ _ 10040__AIC BKRS. MAIN -P. MAIN LUGS ONLY BKR,_ D,Q_A,_-_- As- BO CO CIRCUIT WIRE POLE AMP NO. N0. AMP POLE WIRE CIRCUIT 1700GHTING _ 12 1 20 1 20 1 12_ RECEPTACLES - 1400 I LIGHTING _ _ 12 1 20J S-, 20 1 12 RECEPTACLES ..+.1600 T- 12 LIGHTING .. _. ---'- 1 j- 1 20 1 12 RECEPTACLES -- 1380 LIGHTING 12 1 20 20 1 12 RECEPTACLES 1460 LIGHTING - 12 1 20 - g 20 1 12 RECEPTACLES - — 2?50 I EWH 2 30 12 20 1 12 - RECEPTACLES -- -- __. 2250 _-__J- qRECEPTACLES_ 800 FI LIGHTING I 20 15 16 20 1 12 RECEPTACLES r- --.... --- 1 _ - 200 SPARE RELEASE _. _ 12 1 7 18 20_ 1 12 _ RECEPTACLES_ I _20 '9 2 20 1 12 RECEPTACLES _ 1 20 20 1 12 RECEPTACLES 3214 AC COMP Nl 2 2 20 1 12 RECEPTACLES k6 2 60 3214 _ 1 L 26 20 1 12 TEL RECEPTAI 2486 t AC - COMP k2 r -- - T - -- -- ---- — — _ Ne z = 27 2486 { --- - - - ---- -- J_ L 1_ 3 — -5�0 500 _..500� AHU 2 2 60 31 36 IS LEFT TOTAL M to 1.1 t "- ---. _ --- * NON -CONCURRENT LOAD WITH AH ELECTRICAL RISER DIAGRAM - ❑PTION I USING COMBINATION STARTERS 900 PANEL"=B_ LQCATIpN _TesT BLDG _ _MOUNTING- — SUR ALL xxx FLUSH SERVICE-120_/ 20@ VOLTS,03 _W 60 HZ-- -- BUSS SIZE-_I00 --- --'-'-----`-'-.-- _ _ _ A, _ 30000AIC BKRS. --- - --- �"- MAIN BKR._____�,,_ MAIN LUGS ❑NLY -_ __-,- W ---_ CIRCUIT - - LIGHTING _ — SPARE WIRE 12 12 POLE 1 1 AMP 20 -20 NO. 1 27 41.----- C_ _2-�8 .�._ NO. 12 3 VOLTS'k--_- .. AMP 20 _. POLE 1 WIRE t2 _ ------------- CIRCUIT RECEPTACLES_ --WATTS AO - 540 BO AO ate By - 20 30 1 12 RECEPTACLES - 4 -�---- _ -AC UNIT 125 2 20 2 10--- 1200- 3`PAk�- _ SPARE 1 20 20 _ _ SPARE -- --- SPACE - _ -_ SPACE - - -- -- — — - -- -- --------- -- -- _ ----- =.----- - -- _.- -- ----- - _ 16501 TOTAL 1200 I CONN. TOTAL WATTS LEFT - WATTS-_-B4 0_--_- TOTAL CALC. LOAD= ,J> --�___ . _ AMPS TOTAL WATTS RIGHT -"- 2790 2790 FEEDER SIZE N4 _ _CONDUIT SIZE 1-1/2' _ _ FEEDS FROM -M72�68_-_CIIR�EGTQY-- i CONNECTED WATTS ADJUSTED WITH APPROPRIATE MULTIPLIERS AND DIVERSITIES --__-- -"--! - NOTE, TANK FARM AND TEST BUILDING EXISTING, _> C j DRAWING FOR NEW OFFICE AND SHOWER BLDG,__ "_ > ONLY I 1 4-21-95 COBURN & ASSOCIATES,INC, CONSULTING ENGINEERS ELECTRICAL/MECHANICAL 1 3931 RCA BOULEVARD SUITE 31 .1 (49 �olm a rn < n � n a o L) � z J W = Q N R � a 5 g Q � � H a I U 11 w � b PALM BEACH GARDENS, FLORIDA 33410 PH (407) 694-0770 FAX (407) 694-1293 JOB NO- 9522 A— 5R t )OMId. NO. 94-001 APR 2340 PALM BEACH GARDENS, FLORIDA 33410 PH (407) 694-0770 FAX (407) 694-1293 JOB NO- 9522 A— 5R t )OMId. NO. 94-001 APR 2340 Conlral 1 aa: �r DRY (a) Co 36-1n by 36-ln (913•mm by 915•mm) Stall 27 caNra •IN EIR NN Y k (lap) aide MOVE: l,oro m" W cwuW ru mq M on pKY 1") 0. +Iron) ar on tnh.' i" ..R. (b) 30-In by 6P In (760•mm by 1523-mm) Stall i Ing 1 •Vi � �� 30 18 Mu. T m Fig. 36 Shower Seat Design Win by Win (915-mm by 915-mm) 3tW 60 MM 1220 (b) 30-h by 60•In (760-mm by 1525•mm) Stall Fig.37 P,T. L1x12 LEDGER W 1/2'0 Fig.35 Grab Bars at Shower Stalls BRIDGING TYP. EXP, BOLTS AT 24' 3,C. TYP. Shower Size and Clearances TO CODE ---- r —9'-0' T.O.B. 47 0 I CD i i ,+ f a 0 I W ., gaLLL L11 BEARING WALL, 2x4'S AT 16' O.C. W/ P.T. SILL W/ 1/2*0 ANCHOR BOLTS AT 24' O.C. W/ 3'x3'xl; 4' PLATE WASHERS -DBL. TOP PLATE TYP. 18 GA. x 1' W/ 4 10d NAILS / 1 EA, SIDE TYP. AT EA. RAFTER (2) 2x12 HEADER P.T. 2x8 TOP PLATE W/ 1/2'0 A.B. AT 36' O.C. TYP. ALL FOUR SIDES SEMCO UHPKG230 -� JOIST SUPPORT (815# UPLIFT) OR EQ. TYP, EACH END T.O,B, R❑❑F FRAMING PLAN 1/4' = 1' 0' -- ---- - --- BROAN S90 W/ 4'0 DUCT TO WP WALL CAP - - �__ LC I 12X48 SURFACE MTD FL FIXT W/ WRAP AROUND ACRYLIC LENS W/ 2-40W _ LAMPS VAPOR PROOOF IN 1 T-- - SHOWER &LOCKER RM—�1 1 C6,8 -- r l _ _ENLH _ T W H ROOM A/C \ 3DAI ' GE OR EQUAL C 12000 BTUH r '-- ---, W/ ELECT HT L-------- J EER = 8.7 VP PROVIDE WALL CASE HIGH ON WALL _ ISH �� SHW'R/ - d,7�1Q-rf I7'0 G{1GTtG4� LOCKERS C--2 VERIFY ALL EXTERIOR AND SECURITY LIGHTING W/ OWNER I PROGRESS P5695 W/ 60W LAMPS), 4, O I \ WALL MTD DUAL LITE y \ BATTERY PAK WITH RED LETTERS - -- LOAD CTR 'C' — FL MTD I - I T' ez:YgTE.M- 4�tZZ. - (GFZIpT SEE SHTS. A-3, A--5 FOR ADDITIONAL ELECT. NOTES AND RISER PNL. SCHEDULE ETC. _SHOWER BUILDING ELECTRICAL PLAN 1/4' = V -0' 14' DEEP x 20' WIDE CONT MONO FTG. W/ 2#5 BOTT.� AND 1#5 TOP 1 1/2' RECESS TYP. _ (1)#50 VERT W/ HOOK AT TOP & TIED TO #50 DOWEL AT FTG. W/ 30' LAP SPLICE - FILL CELL W/ 3000 PSI CONC. GALV MTL PAN W/ I' —� PVC FM DRAIN TO EXTERIOR 0 PLUMBING NOTES, SEE MAIN BUILDING PLUMBING PLAN FOR ALL FIXTURE NOTES AND SCHEDULES 1 3/4' X 4' - ALUM STORE FRONT SYSTEM VERIFY COLOR WITH OWNER METAL TRACK I R-30 BAT I" INSULATION a GRAY RAY TINTED -- GLASS TO CODEZI N ACOUSTIC TILE CEILING TYP r SEE FINISH SCHEDULE 1/2' GYP BD EACH SIDE OF 3 5/8' MTL STUDS AT 24' O.C. R-11 BATT INSULATION SEE PLANS FOR LOCATIONS 1'- 4' BASE SEE FINISH SCHED MTL TRACK TYP FIN FLOOR TYPICAL WIND❑W DE -TAIL FOUNDATION NOTES, 1. ALL CONCRETE FOR SLABS AND FOUNDATIONS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. PROVIDE TEST RI:.SULTS, 2. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. PROVIDE TEST RESULTS, 3. ALL REINFORCEMENT STEEL SHALL BE DEFORMED BARS WITH TENSILE STRENGTH OF 60,000 PSI. 4. REINFORCEMENT STEEL SHALL HAVE THE FOLLOWING CLEARANCES, 3' AGAINST SOIL 2' AGAINST WEATHER 1' AGAINST RE -BAR 5. ALL STEEL AND STEEL CONNECTIONS SHALL BE A-36. 6. ALL BOLTS AND NUTS SHALL BE GALVANI= STEEL A-325, ?. SEE SOILS REPORT FOR COMPACTION REQUIREMENTS AND RECOMMENDATIONS BY TESTING LAB, SOILS TEST PROVIDED BY G.C, 8. WORK SHALL CONFORM TO ALL CODES AND ORDINANCES, 9, POISON SOIL UNDER ALL SLAB AREAS WITH IN 24 HRS OF POUR BY LICENCET APPLIC(TOR, 10. PROVIDE 6 ML VISQUEEN VAPOR BARRIER UNDER ALL CONCRETE SLABS, 11. ALL STEEL STRUCTURAL MEMBERS OR CONNECTIONS THAT ARE BELOW GRADE SHALL BE COATED WITH BITUMASTIC PRIOR TO BACKFILLING, 12, FOUNDATION DESIGN BASED ON 2500 PSF. VERIFY AND PROVIDE TEST RESULTS TO ARCHITECT PRIOR TO PLACING SLAB, fi TNi k t ,n 1B'-o• 4'-0' 4'-0' 4'-0' 4'-0' 1'r.0' q C3 13 13 C / DBL MESH W/IN -1 5' OF EXTERIOR t` TYPCIAL El— IR, tul 1 - ----.-------� F❑UNDATI❑N PLAN-- 1/4' = 1'-0' 0 J M REST ROOM _ FLOOR - CER, TILE oD BASE - CER, TILE WALLS - PAINTED GYP. BD, (M,RJ iu CEILING - PAINTED GYP. BD, (M,R.) N SEMI -GLOSS PT. TYP, SHOWER ROOM WALLS - CER TILE FULL HT 1X1 PORCELAIN NON SLIP TILE ON FLOORS 1(jui OF SHOWERS, SHOWER ROOM AND LOCKER ROOM TYPICAL INTERI❑R WALL 1 - 1-0 ---- -- - PAINT SPECIFICATIONS, EXTERIOR WOOD PAINTED I COAT MOORWHITE PRIMER (200) AND 2 GGOATS MOORGLO LATEX HOUSE L TRIM PAINT C096) EXTERIOR FERROUS METAL 1 COAT IRONCLAD RETARDO RUST INHIBITIVE PAINT (163) AND 2 COATS MOORGLO LATEX HOUSE L TRIM PAIN' (096) EXTERIOR MASONRY I COAT MDDiOVHITE PRIMER (100) AND 2 COATS MOORGARD LATEX HOUSE PAINT (103) INTERIOR WOOD TRIM 1 COAT HODRE'S ALKYD ENAMEL IJNDERBODY (217) AND 2 COATS REGAL AQUAGLO (333) PLASTER_�RYWALL I COAT LATEX QUICK DRY PRIME SEAL (201) AND 2 COATS REGAL AQUAVELVET (319) EXTERIOR WOOD STAINED 2 COATS MOORWOOD VINYL ACRYLIC LATEX STAIN <089) INTERIOR WOOD.-AINED 1 COAT BENWOOD PASTE. WOOD FILLER TINTED TO SHADE OF THE STArNE WITH UNIVERSAL TINTING COLORS, (OMIT FOR CLOSE -GRAINED WOOD) 1 COAT MOORE'S INTERIOR WOOD FINISHES PENETRATING STAIN (241) (OMIT IF TO BE NATURAL), AND 2 COATS OF BENWOOD POLYURETHANE FINISH LOW LUSTRE (435). bLT�Nn.-r� : p R�� I � t✓�aeT T=a lr� r � a 1,1,1'c.� N �n G�U'��dL•ri> t � Qa;��ViZ. tajLtj. _ \/E�Z 1 F"�'�k'( dv`/Nf_p Iola -ro aorjS IZt16r`o�, ALL FIXTURES AND MOUNTING HTS - SHALL COMPLY WITH ADA STANDARDS G HC I HC 1 �5' 10' 3'-3' 41 7'-3' _ TP 3'Ox7'0 INSUL. MTL. W/ 1/2 LT, OVERHEAD 1 --` -' THRESH. &CLOSER BRACED ° 3'-8' PARTITION v 3 DR 'CENTERED WH BENGki v ��Q X6'6 WRAPPED ) a- i \ w (L - SHOWER ROD m 3 I I TYPICAL jIto _ 4' CURB / -- - -- .►8HW'R -- x a0 N CLOCKERS -- 3'-10' I, 16' 1 3'-2' SEE ATTACHED DETAILS - AND ADA NOTES FOR CONSTRUCTION OF HC SHOWER, PROVIDE ADEQUATE BACKING FOR ALL GRAB BARS AND WALL MTD ITEMS SHOWER BLDG PLAN 1/4' = 1'--0' 8' TIY TE GLASS / SCREENS TIC (c,f?; _ �� Z a oN w J cc z co LL Z ° W z I< U< 3a < � m Q cc v �cc OD a av �m ♦ ♦ V W� W Ld W i o to z 4 J a z 9 m m m o i a !n COMM. N0. 94001E 'aPq 1 i99