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HomeMy WebLinkAboutPLANSa V c r a T. P O O -� 1o" X 16" MONOLITHIC POOTN4 �• I W/ 20- X8'6 CONTINIOUS 1�=`74, I L (TYPICAL) &GALE: 3/41, ■ 1' 3'X3'X4° CONC, PAD W/6X6X10/10 W.Wpt - 1'-2" - - :-4. RECESS (TYP I � I IV X 16" MONOLITHIC PTG. I W/ 2- ma's cot"T. I I7R� 0 R L+'5 -wkr- Ir1 ctm f� 4° CONCRETE &_AD . 2600 P.S.I. IN 28 DA'r&, W/6X6X1O/10 WIUX 6 MIL. VISCLA N VAPOR 15,44M SR, 1h% DENSITY COMPACTED &OIL POI&ONED THRU-OUT . Y OPTIONAL:PIBER MESH CONC. r I FIN. FL. ELE �1 I n � I I 8" X 16" CONC BLK. W/ ONE CEJ-L CONC. PILLED < W/ I- � BAR VERTICAL RaNp. (TYP) n P. I D DO �❑ DD D❑ DE D❑ 4" 12'_m l W-8 _a• a -89 21 I rOUI II�.:,T I ON PL�4N 6..4LS: 1/4 • ■ 1' E e17E PL4N r- KEY NOTES I. I" WATER SUPPLY 2. PAYND PARICINO AREA 3. CONCRETE SIDEWALK 4- SIGN (BY OWNER) D. PLANTING AREA 6- 4" CONCRETE SLAB C2600 P.S.I. IN 28 DAYS) - �. 6 X 6 - I® Y 10 W1JM. 8. 6 MIL. MEMBRANE VAPOR BARRIER ON e&% DW'Jb!TY COMPACTED SOIL, POISONrD THRU-OUT 3 6 X 6 - 10 X 10 "UM, 30" OVERLAP AT SLAB PER IMETER- 10. PINISH GRADs It. 10" X 16" MONOLITHIC FOOTING W/ 24 6'S CONT. 12. A" X 16" CONC. BLOC< W/ ONE CELL PILLED, AND 1 e 6 BAR VERTICAL REINiORCING, (TYP-) 13• 8" X 16" CONCRETE TIE BEAM W/ 2-Mc'S, TtB. 14. 8" Y, 8" X 16" CONCIR11M BLOCK ib• 8" X 8" CONCRETE LINTEL W/ 1- • 6 16. GALV. TRUS6 STRAP AT EACH TRUSS I1. 3/4" X 8" RECESS AT SLAB (TTP) I8. CUT 6TON! VENEER 19 6" b CONCRETE FILLED 5OLARD6, 3'-6" H. 20. WOOD 2 X 4 PLATE 21. WOOD 2 X 8 PLATE 22. 4" CANT STRIP 23. ENGINEERED WOOD ROOM TRUSSES • 2'-0 O/C. 24. b/8" Te G PLYWOC=^ HOOP r 2K 36" HI004 coU ITlmt- ;UITH PLASTIC LAMINATE BURMACE, AND AD,'_eTA?fLE SHELVES 26. ALUMINUM VENTS 21. SINGLE PLY POOR., S ON k 16 PELT 28. SEALANT 23 R-M LAY r.J PI66R _488 INSULATION 30. 22 GUAGE STBHL S`_..MING SEAM (SNAP ON) m4NBARD ROOFING LWITH URETHANE PINISH 31. FLAT SEAM SOm■IT .:!TH CONCEALED PASTSNSRB 32. COPINCz TO MATCh MANSARD ROOMING 33. PL.WORESCEhIT LIG-+T FIXTURE '+ kt'N.ODIZED ALUM C�UTTBR AND DOWNSPOUT 3b.' RLASHING 36. HOLLOW METAL DOOR AND PRAMS 31. PANIC H.ERDWARr 38. 6" X &" WIPE GLAE VISION PANEL 39 ANODIZED ALUM -:-ND GLASS DOOR W/CLOSER 40. 8' NIGH GLASS WITH 61LIC0NE JOINT AND 41. ANOD1230 ALLMINUM PRAMQ 42. PIXSD GLASS WIN`XOW W/ ANOD. ALUM. PRAMS 43. MIRROR 44. TOILK" PAPER H ::o7St3 46. TCWEL CABINET 46. PLOOP PUSH (Sari FINISH 6CHSDULS) 41, BASS (Sn FINISa PCHEDULE) 4e- 6/8" STUCCP , 15At, ) !RINISH , 2 COATES 'S SUSmffODSD ACOULiTICAL TILE CEILING 60. Pl" zxTtNCuIEHF ' 51. CAN WASH 62. SPLASH 5LOCJC6 63. HANDICA=PgD R:.-ne READER BOARD bb. UNDERGROUND E_t :TRICAL SERVICE .eryry�.r►.ntrn�rrr►nKniw+w.n�ryrarnr�rEn�rinrMM�yy�,q� WCL Co 4T. PiE, CF ;, RI mttvvw m (ppE �. NAP A. UFE SAFETY CODE --;Di 1, STAU W *AP&NAL4 it 81 Mir I~lame spr*4 % Exit Ways CClass Other Araas Class Date, I No. Rlvl�lOea DrP■Me two SITE 4 FOU&=) ,T 1 ON PL4N Loe�siOn MIDWAY RO:. FORT PIERCE rLORIDA °i"'r GERALD S. JAMES 211 South rnd St -Port Pierce, FL l4c') 310-8684 JAD i16 M_1>LNI@W DR. RO'r-4- PALM PLAZA DOCA "TON, PLORIDA .,it dimensions Doto ust be verified ,y contractor p"a& and architect must be notlfled &lost np. i of any dlscrep- SCANNED ! nncles before S- BY ; proceeding St. Lucie County with the work. .new a= d I I i I I I I II v I 1 I m I I I I 1 jI ! I I 1 I / 1 I I R^FLECTEO C= I L INCs PLr4N SCALE: V4• ■ 1' I 0 d m o e OFFICE `9 e 2�sCA x6b 8,_4nFF t TOILET 0 0 0 4• 61_mn 4• 6'-4■ STORAGE C1JFi WAY' FIXE�O �,�►,�, - N o w x KITCHEN SI-O Hi4H, 3'-0 WALK-M G A G s. m3 9 COOLER m e' X e' P . CA 8' " 1,1, 46 13'-00 SERvICE Pfl ,r 0 µ u / � BAKERY n 4; o CUSTOMER SERVICE I AAI 1CA m1 � all � c 4 p 0 42 M 2,_bn 8 _mn 3i_On 8' 4• 13 _0n 2 _4■ A I a3 A3 +=LOOK �L14N _ SCALE: V4" ■ 1' 0 in O b n e IGEY FOR ROOM FINISH SCH`cDUL� 0 DAN o CA GEILMG WALL6 � Ca,.G. HT. WALL PINISH A 56CC C PAINTED D W, Dmr" ' T AND PAINTED DAM I•INIBH AA 40 VINYL Y FLOO/RFINISH BA 120 X 12, CKWAMIC TILE, NON-4LA2=D Be COMMERCIAL 6P ^S VL.T. GEILMG *WISH CA 2' X 4' SLJSPENDSD ACOUSTICAL TILE NINY� FAGS) GEET RAL NOTES A. ALL DIMDdSION6 AND WCSTIN6 CONDITIONS MUST Of VIZRIFIED BY THE CONTRACTOR. B. ALL DlfOIN6I014A PROM THE PAGE OP 6= TO THE PACE OF STUD. C. THE CONTRACTOR(S) SHALL PAMILIARI211111 THEM- UL-AM WITH THE E)CBTNNG CONDITIONS AND BUILDING SYSTEMS 90101E STARTING ANY WORK. D. CONTRACTORB SHALL COORDINATE A" PIPE AND DUCT ROUTING BEPORX INITIATION OF ANY WORK K CONTRACTORS SHALL NOTIFY THE ARCHITECT OF ANY NECi8d4RY PALD CHANGES BiPORIi PRO- CEEDING WITH CHANGiiS. P. SLOPE ALL CONCRETE FLOOR'S TO DRAINS. CI ALL WALE TO IBE 3 I/2`, 25 0U.0-A STIML STUDS, lb" O,'C. WITH V!• DRYWAL.L DOTH SIDE'S. UNLESS OTHERWISE NOTED. H. ALL FIXTURES AND P!X= EGYJIPMEM SHOWN ON PLANS TO HAVE SUDSTANTCAL CN OCKING WHERE MOUNTED TO WALL. 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL MILLWORK AND ANY PADRICATED ITEMS. KEY NOTES 1. I" WATRR S'-[PPLY 2. PAVSD PARKING AREA 3. CONCRET9 51D5WALK 4. BISN (BY OWNER) 5. PLANTING AREA b. 4" C47NCRHT3 BLAE (25M P.B.I. IN 28 DAYS) 1. 6 X 6 - Im X Im Wl1P'1. S. 5 MIL. ME1'15RANE VAPOR DARRIER ON W% MINSITY C:)wiPACTW-D BOIL, POISONED THRU-OUT 3 b X 6- 10 X In LJ!. "" OVERLAP AT SLAD Im. FINISH GRADS 11. 10" X Ib" W/ 20 516 CONT. 12. 8" X 16" CORC. 18LCX'K W/ Cr.%m CELL PILLED, AND 1 a F3 @SAP- VERTICAL REINFORCING. (TYPJ I.I. 8" Y. 16" C NCaETR TIN BEAM W/ 2-P5'5, T<B. Id. 8" X 8" X 16" CONCR" BLOCK 5. 8" K 8" CONCRETE LINTEL W/ I- 5 16. GALV. T4RUe8 BTR M 417 EACH TRUBB n. 3/4" X 8" RECESS AT SLAB (TYP) 18. CUT STONE VENEER Iei 6" C CORlCRETL' FILLED BOLARDS, 3'-b" H. 20. WOOD 2 X 4 PLATE 21. WOOD 2 X e PLATS 22. 4" CANT STRIP 23. ENC5NHERE0 WOOD ROOF TRUBbES • 2'-0 O/C. 2.4. 6/e" T� G (PLYWOOD ROOK DECK M. 36" HIGH COUNTER WITH PLASTIC LAMINATE BURFACE, ANC) ADdUBTABLR BHELV6b 26. ALL"INUM V5NT5 21. PLY ROOMING ON r 16 PELT 28. SEALANT M , R-M ICY IN 110115TIRGLA.bb INSULATION 3m. 22. GU4SE ESML 874NDING BEAM (6NAP ON) MANF�ARD ROOF* WITH URETHANE PINIBH 31. I'L.AT eMAM P�I`! WITH CONCIRALED PASTENERB a2. CO71MC, TO P":.ATrU MANP ARC? ROOPING 33. .1'LUOREBCER'T LICvHT PIXTURE 34. kNNODIMM AUJM C"TTER AND DOIWBPOUT "r-. PI-AP+H lW 36. HOLLOW META!. DOOR AND PRAMS $1. PANIC HAFML56AP-0! ''^. 6" X 6" WIR GLAOA VISION PANEL 33 Ai+lODl2:� :^1.L.F1 A'M G!-ABb DOOR W/CLOSER 8' HIGbH Gl6 WITH 61LIC4" JOINT AND d!. 14NODIZ90 AUJMINUM "RAMd 42. !'IUD GLA S UNDOW Ill/ ANOD. ALUM. PRAMS Az. MIRROR - C'�. TOILS PAPS A5. TOWEL CABII i T A6. PL00? "'INICH (BLS I5 NIBH S'Llw-MLE) 41. MLION (5" FINISH ecH49 JLE) 45. 5/Lg�" STUCC.O , 6AMM IBINISH , 2 COATEB .6n3 BuSpxKjt:pc) AC:OUBTIcAL TILE CEILING 51. Coo tUAAF' 52. BPLAek BLOCtC.O H4IVDICA=r'50 rRAMP r;d.. PmADLm B'JAmr'' F,:�. LINDERGROJND ELECTRICAL BERG ICH Mato, I No. ' IbNbloft I Dy DNYMg tltw FLOOR PL4N Projo= i==.a, R T Y F= f Loaatlan MIDWAY ROAD FORT PIERCE, FLORIDA Oww GERALD S. JAMES 211 South 2nd St.r-ort Pierce, FL JOHN auRANKO D'•"'� (401) M-8684 J= 35 GOLPVIE'W DR. Sam ROYAL PALM PLAZA I/4•�1' DOC.A RATON, PLORIDA All dimensions Das� must be verified by contractor I1011a no and architect must be notified of any dlscrep- 8hwt Mo. ancles before proceeding with the work, of oht& • O 0 � - a 4 L a t I=�oNr ELEVATION RSAR ELSVAT 1 ON SCALE c 114" all SCALE: 1/4" ■I' LEFT SIDE ELEV47I0N RIGHT SIDE ELEVATION SCALE: 1/4"• I' SCALE: 1/4"■ 1' KEY NOTES I. I" WAFER (iUPPL`r 2.. " .D PaRKIivG AkdA 3.-,NrRmTv blOg"ILK A. 16IGN (BY J NA--R) 6. PLANTINCs AWE PA m. 4" CONCRETE SLAEj (2&(M) P.8.1. IN 2H DAB 8) 1. axe - 10x10WIUM. b. 6 MIL. P'IV-N" I tAN3 VAPOR SARQ'M k ON ' bB% DEU61YY COMPACTIED SOIL, POISONdD T141*U-O 1 4e X n - 10 X I(V W.WNI., 3C" OVl?RLAP AT SLAB I®. PIN161.1 GRAD& 11. i®" x 1611 MONOLITHIC POCTINOs W/ 25 B'S CONT. i2. all :t 10" CONIC. BLOCK W/ ONO CULL PILLED, 4I�l " 1 a ® DAR VMTICAL RRINPORCING. i8. B" X 10" C;ONCi lrilll TIU DUAM W! 2-il6'8, TID. IA. 6" A b" x te" CONCRETE Moc< 16. 6" x 6" CONCRETd LINTEL. W/ 1- a lb. tbALv. TRUt+'6 bTkAP AT 8AC51 TRUSS 11. 3/4" S" RUCIftb A'i 6LAi5 (T1'P) t1Toi-a VI NEER �..:ONCkt _ i+IL.Le.) BOLARDE, 3'-0" �4. 20. WPoo 2 x 4 PLA,ra 21. WOOD 2 X 6 PLATE 22. 4" CANT STRIP 23. 6NGjNE1&RdD WOOD ROOM TRUElciHS a 2'-10 O/C 24. 5 Ta G PLYWOOD POOP DR04C 2L r4444 CO!JViEQ WITH '51-ASTIC LAJ %ATE SURFACE, AND ADJUSTAI°LE SHELVES 26. ALUMINUM VENTS 21. ,idINGL.E rLV QOOPING Oti a IS PiiL' 26. SEALANT M R-19 LAY IN 9115MROLA66 INSULATION 30. 22 GUAeA STEEL 6TANDINO SRAPO' (SNAP ON) MANSARD POOPING WITH URETkA"* PIN164"I 31, PLA" SBAPvi SOFFIT WITH CONCEAL.RD PASTEN610 32. COPING TO MATCH MANFARD MOONING 33. PLUOQL•SCHNT LIGHT PIXTURE 34. ANNODIZED ALUM OUTTECR AND DOWN6POUT 35. PLA64ING Sib. H )LLOW M3TAL L:OOR ASJD PRAMS 31. PANIC HARDWA+QE 36. b" X b" WIRE GLASS VISION PANeL 3SL ANODIZED ALUM( AND OL.ASS DOOQ W/CLObWQ 40. b' HIUH t3LAS6 WITH SILICONE JOINT AND 41. ANODIZED ALUMINUM PR,WME 42, PI)aD GLASA WINDOW W/ ANOD. ALUM. PRAP'T6 43. M'� NOR 44. TOILET PArMW HOLDER 48. TOWEL CAMINHT 46. PLOOR PINISH (SEE PINISH SCHEDULE) Al. BAew (SEE YINISH SCWMi;AJLE) 9 "STUCCO , SAND PIN'SH , 2 COATVS �. aLISP1INDED ACOUSTICAL TILE CEILING Bm. P'RE RxTiNGUISHEQ 61. CAN WASH B2. OALASH DLOCKB 83. HANDICAPF'RD RAMP 64, RRADWR BOARD E6, UNDAoO,pOUND P.LPCTDICAL SRDv'CR Date: I No. Rwl.lan. Drawing title SLEV4TIONS ProJoet Location FORT PIERCE, FLORIDA Oupw GERALD S. JAi"tES (40-1) 461-2800 211 South 2nd St.,Fort Pierce, FL Architect JOHN DUR4NK0 Drawn by (401) M-8684 JAM 316 GOLFYIEW DR. gtale ROYAL PALM PLAZA 1/4"■I' BOCA RATON, PLORIDA All dimF>nslons roust be verified by contractor Date 6/28/88 1111e no. and architect roust be notified Ghost no. of any dlscrep- ancles before proceeding A- 2 with the work. or &VA. V 5 E IP t ELE`,/. 101-0 A.P.P. t/495 ^M GCAM /7 4 16" bCAI.E. In ■ 1' BLUILDING SECTION SECT f ON SCALE: 1/2" ■ I <EY NOTES I. P WATER SUPPLY 2. PAVED PARKING AREA 3. CONCRETE VDEWALK 4- SIGN (BY OWNER) 5- PLANTING AREA 6, 4" CONCRETE SLAB (2500 P.S.I. IN 28 DAYS) 1. 6 X 6 - 10 X 10 W.W.M. 8- 6 MIL. MEMBRANE VAPOR BARRIER ON W% DENSITY COMPACTED SOIL, POISONED THRU-OUT t 6 X 6 - 10 X 10 W.WM., 30" OVERLAP AT SLAB PERIMETER. 10. FINISH GRADE 11. 10" X 16" MONOLITHIC FOOTING W/ 2$1 b'S CONT. 12. 8" X 16" CONC. BLOCK W/ ONE CELL FILLED, AND 1 a 5 BAR VERTICAL REINFORCING. (TYPJ 13- 8" X 16" CONCRETE TIE BEAM W/ 2-0516, TtB. 14, 8" X 8" X 16" CONCRETE BLOCK 115, 8" X 8" CONCRETE LINTEL W/ 1- M 5 16. GALV. TRUSS STRAP AT EACH TRUSS 17' 3/4" X 8" RECESS AT SLAB (TYP) 18. CUT STONE VENEER 19- 6" F CONCRETE FILLED BOLARDS, 3'-6" H. 20. WOOD 2 X 4 PLATE 21, WOOD 2 X 8 PLATE 22. 4" CANT STRIP 23. ENGINEERED WOOD ROOF TRUSSES a V-0 O/C. 24. 5/8" Tt G PLYWOOD ROOF DECK 25. 36" HIGH COUNTER WITH PLASTIC LAMINATE SURPACE, AND ADJUSTABLE SHELVES 26, ALUMINUM VENTS 21. SINGLE PLY ROOFING ON 0 15 FELT 28. SEALANT 29. R-IS LAY IN FIBERGLASS INSULATION 30, 22 GUAGE STEEL STANDING SEAM (SNAP ON) MANSARD ROOFING WITH URETHANE FINISH 31. PLAT SEAM SOFFIT WITH CONCEALED FASTENERS 32. COPING TO MATCH MANSARD ROOFING 33. FLUORESCENT LIGHT FIXTURE 34, ANNODZZED ALUM GUTTER AND DOWNSPOUT 36, FLASHING 36. HOLLOW METAL DOOR AND FRAME 37. PANIC HARDWARE 38. 6" X 6" WIRE GLASS VISION PANEL 39. ANODIZED ALUM AND GLASS DOOR W/CLOSER 40. 8' HIGH GLASS WITH SILICONE JOINT AND 41. ANODIZED ALUMINUM FRAME 42. FIXED GLASS WINDOW W/ ANOD. ALUM. FRAME 43. MIRROR 44. TOILET PAPER HOLDER 45, TOWEL CABINET 46. FLOOR FINISH (SEE FINISH SCHEDULE) 4-1. BASE (SEE FINISH SCHEDULE) 48. 5/8" STUCCO, SAND FINISH, 2 COATES 4% SUSPENDED ACOUSTICAL TILE CEILING 1200- FIRE EXTINGUISHER 51. CAN WASH 52. SPLASH BLOCKS 53. HANDICAPPED RAMP 54- READER BOARD 55. UNDERGROUND ELECTRICAL SERVICE Date: I No. RevAslon: I ISy Drawing title L� BUILDING, eaCTION w0 ject r-= � ;;;z Mr 1- �:= I ,zZ.6�14 Location FORT PIERCE, FLORIDA Owof GERALD S. JX-IES (407) 461-2500 211 South 2nd St.,Port Pierce, FL Architect JOHN =)L iz4NK0 Drawn by (401) 3w-8684 JAD 316 GOLPVIEW DR. Beale ROYAL PALM PLAZA 1/4"■I' BOCA RATON, FLORIDA All dimensions must be verified by contractor Date 6/28/8Q Pile no / and architect must be notified Gheet no. of any discrep- ancies before A _3 proceeding with the work, of ■ht■. s b 2. 3. 4. 6. 4 10 Fli/r NO I rz& HVAC P,Ul3-CONTRLACTM SHALL PROVIDE ALL LABOR, MATERIALS TOOLS AND EQUIPMENT TO IKATA,LL A COMPLUTR AND OPPMATIIII VC SYSTIV-1. HVAC Pill -CONTRACTOR ?C� F'POVIL+P % TIRED HVAC PERMITS. HVAC SJB-CONTRACTOR e'HALL mROVIDE S=IP- ENT OF THE CAPACITIES SCHEDULED ON PLAN. COMPL'r WITH NFPA-WA, ,4Nm AQL APPLICABLR ,^-OMX& THIP IP THR CONTRACTOR'S '--CNONZ15ILITY. r1UOT "OARD DU(;TWORf PHALI A4 FABRICATNO FROM I" JOrINJ�-MANVILLH JM MICROAIRE 60/1-m FIBERCsL."* DUCT BOARD ANT' INSTALLED PER MANLFACTURER AND SMA .%-4A RKCC.r"VJDATIONS. FLEXIF_ A DUCT SHIALL e'4 FULLY AN AI.SD. C.ORRIGATED ALUMINUM WITH ILL5. CGN31TY INHUS.STION ANCD 6+1ALL eM LU_ LI&TEA, INHERE INDICATED, SHR FT MRSTAL DUCT SHALL P39 LINEO WITH 1" MATS A:9C•SD' PTLINfFSi2 Pr=TL104K MATERIAL TO E�3 Y?>P711D WITH C 11LINC" A,.".A_W"15LY n_!ATING. ALL EX4LI6T AND OUTSIDF AIR r,04CT ESHALL 59 GALvANI75^ MEET METAL, CONSTRUCTED AND INSTALLED IN ACCORDANCIS WITH A +0P_AS AND SPIACNA &TANDARD6. ALL AIF3 DRvlCEE� SHALT. _" Cr A&UMIR" "1 C.CNSBT"J)^>TION, TITU&, METAAIRS CR AS APPROVED BS mK*INmm Hyd�f% C'.128-CONTACTOR &441 I TEST AND BA,.ANCE TO THE AIR QUANTITIES ON THE PLAN T e B REPORT IN ACCORDANCl_ WITH AIR 5A,L.ANICIF C.OUNOII. 5TANDARD6, SIGNED 4 88A1-TM BY A RFCsISTERED'L.CRIDA lENirsIR sCfR. HVAC RIB -CONTRACTOR 6HAL i. FRr)VIDlF ALL CC)NITACTORS, RELAY& AND THERMOSTATS_ THE MLJJC:TRICAL SUB-COR!TCR.ACTC'R. f3HA _l PROVIDE ALL etS'I?CH ES, DIBCGNaNEGTS AND C.ONTROLL WIRING. THffQ61OeTATf,$ 6HALL M_ APPP-OAAM?Y I�C,YIIPM T MANLFAGTURiR ALL DGrT SIZES ARE. CI.A .R N4l" MT%NW,ICN6. THH HVAC 6Ub-CON1T13A.CT05Z &HALL. rPOVID7 A NRI'r R Cu-"R M1TRv1 THAT SHALL WARRANT ALL WORX.FIANSF;IP AND MA�TRRIALS r-OR C'RlSS (1) YEAR MOM THE DATE OF FINAL WORK AC.CBPTANCg B-:' OWNER ANY BRIGAKDOl1N OCCJJR 1NGe IN THIR FIRST YEAR SHALL BE REPAIRED AT kin *vwm Am rn r6jp rA .mm rww P".&LL. tJAVC A (S) YVAD WABGANITY H.YJA.C. ram- LAN 6CALR+ 1/4" ■ I' 12. ALL WOiK OF THIS TRADR (SHAD' BE C' `OINATED WITH ALL OTHRR TRADES TO AVOID ANY INTHR"MM-1006 THAT MAY D%LAY PF; _ #R OF CONSTRUCTION_ 11. RIIP1.?ICr*QANT PIPING SHALL nS I "L" C;OPPIM WITH WRC'"T C.OF " M OR WROUGHT r-24R,Q63 f91TTINGM& C;&N!;)�*"TE DRAIN PIPING AND RlrRIGERANT SUCTION LIMN& &HALL BB INSULATED WITH %" THIC!' ARMAIlLEX, P'AINT1F.G' !"HITS 14-!EROF D. 15. FIL7nRP- SHALL, EM DIV7-5(^P'�LIF TYP. AND HAVE IN'TiAL SHARE WKICrHT ARRESTANC% OF 10% . AND A CLEAN P USSURAS DRRZ.m CP /3 15. VI05 TWO E►5Ta, ON$ OUIRN * CONSTRUCTION AND ONS rl"- 2 L83 AFTER 16. HVAC e'J5-CONTRACTOR &HALL INSTALL ALL NECEE,&ARY O FF6TS, BENDS AND TRANSITIONS REQl' M- D TO PlQ0VID @i ACC ??LE?R! 6Y5TW-1 AT NO ADDITIONQ. COST TO THE O"R. I'l. PROVn_ W FIRRE DAMPW..8 IN ALL DUC.'M FV-AETRATING CEILINCr& AND 6XGE%DINIG 19>0 IN SQ. F'S� 10,,0 FT. SC1 IN ALL DUCTS Pv_NE{rI%ATIWv FIRE RZATI-■D WAIL& AND PARTITIONS AND FLOOR OR ROOF 51.456 AND AT P@ASH AIR G - rA<" (6an PLANS). ALL RIR4 DAMI=v Re SHALL BE RAT'F.G' C+OR USE IN CEILING A88-Fl*MLY SPECIFIED BY ARCHITECT. 15, COO';%;INATE LOCATION Cm CRILIWr DIRR1€ER?b, GRILL-6, R%aISTSR&, IN THE FIELD WITH ELECTRICIAN, LItiHTSAND ARCHITECTURAL 51Jr'3NITS. It. C.ON' IZNCTOR TO FUR!`I11!*4 PHrwr Dn.4AJ1 NC& EOM DUCTWOW_, C.O &IN* UNIT AND AIR HANDELER, EXA'JST FANS AND AILS DSVICsie. 20. MOJ.NT ALL EQU PMNNT FOE?, WIN. LOA.76 AdNr� MOUNTING HEIGHTS AS REC.UIRFD BY LOCAL CODES. 1,11 %ANL iI �011,1. 2 'V.TP- ��U1`�1�3 I. .:LL WOR MA)4*411* AND MATERIALS SHALL BE IN &TRICT ACCORDANC3 WITH APPLICABLE LOCAL CODES, RULES AND or3nJNAN"S. 2. CONTRACTOR `SHALL VINT TktiT J09 &ITlR ANA THOROUGHLY FAMILIARIA2E HIMSELF WITH ALL f>,1STING C•ONDITIC". 3, ALL MATHRIALE, SHALL BR N_4W. 4. ALL IUCYr'bC SHALL BE PPLFFOQ1 D PY A LIC!946ED PLUMBING^. C.ONTRAr.TOR IN A FIRST CLAf - WOR<M%NLI<A MAWIR4. TH4I Mot-, ?E PY8TNM P.44LL B+ FULLY OPERATIVE. 5. ALL !¢2-..AVATION AND-ArJ<91" ,A^ MOM 9't41e' C.4 •^t"_ TRUCTION SH,aLL BE A 'TART OF THIS CONTRAG?. 6. REQUIR = IN&IRANCR &HALL B!S PROVIDED BY THR CONTRACTOR !FOR PROTECTION AGAINST PURL C 1_I44-5ILIT Y ANT^ PF!^ i?AMACW FOR THR rXiP,ATICN OP WORK 1. CONTRACTOR SHALL SECUR_9 AND { Y FOR ALL PSERMITs, tom, NPP gCTON AND TESTS. 8. DRAWINGS ARI OIAGRAMP:IIC. r+0 MOT PrCJAWg 140R. THRS WXJ.CT !-OC'.ATION OF FIXTURES, PIPING, KWIPTIENT, GTC. St ALL WORK SHALL BE COOR>OINATE'O WITH OTHIRR TRADS'A TO AVOID INTIER1sEW4CE WITH THIS FROCiRi89 OF CONI&TFiUCTIOSL 10 VERIFY LOCATION, 612M, `1MTb d-.P ALL W6TING UTILITIF5 PRIC007P. TO BEGINNING OF CON.'1TRUCTION.ADVISR ENGIN$!?R C5c ANY DIPCREPANC165, It. WATE'? PIPING SHALL B f TYPE "L. CoprmR FCm 2" AND UNDER AND TYPE X. COPPER FOR 21/70 AND ABOVE. ALL UNDRRC.ROUND IUATER PIPING RxiALL 55 TYPE "K" COPPER. 12. SOIL, WASTE, VI NT AND RAINWATE£ P!7ING 4HALL LIE C46T IRON, NO HUB 301-72 450vE GRODi. MECHANICAL JOINT6 W/&,6, CLAMP'J 54LOW GP.ADS (P.\+.C. L'MIERE ACCEPTABLE BY CODE) l3. AIR CONDITIONING CON�TE D"IN PIPINKr @HALL DE THRMA )gDSTUEL PIP% OR COPPER DRA'.N WA679 AND Y%jXT PIPF AND FITTINGS. INSULATE 4" C.ONDENS47E PIPING EXCEPT UNDi!_450eOUN0. (.yC. WHERE. AGC4PTA®Lr+ E,Y C:OD!E) 14. INSULATE ALL HOT UiATMR, HOT WATER RM;Zq, timAINWATMR, GONri!SNtsd,TE LINES AND EXH4,4PT LINE`S ABOYS C-yRA , Ae, YIwOIJP. HOT WATER SLIPP,.Y ANI,n cRFI,'LQN -,I" SHIGIC FIE CLASP RAINI'1.".TER L111AD R0, .. Ili:" CONC"_En,. CONL'?WJSATE PIPING - fit" ART1AmL.r3X PREFORM. PAINT 10<1=0860 INSULATION. EXHA119T PIPE. - 2" BLG`G'G IKLLNJLA`i'ION GLASS CLOTH WRAP. I5. ALL"FIXTURES MUST E'er F7 Pcvi F.a iuIT44 AND MARKED :hEQ95 PANE, .6 Ib. PURNIA* AND INSTAL) t rt* 0VED AID-HAM!5KRB, AT EACH PLUM14IWr PIXTURE AND P.D.I. APPROVED SHOO;'. HAIN LIN , OR RI6FRS.' 11. DALPCTRIC C.OUPLIi%e-_#, fir+! ?+_ Cr_urZIR? mlIcTli_ ALL DI6P. M I.APt METAL PIPING AND SWIPMENIT Cr-> ECTIONS. It. 13OLATE COP=UR F'IPR1 E+!?OM HANC+FR Cam? SUPPORTS WITH ISOLATOR PAD (HAIR FELT LINING) SUPER STRU I1AD3!� ^/IF/Iti. ?Il" 1�C Ie"'; 5FTlLr%FN Pirn .AND WALL/FLOOR N_F_7v£5 WITo- FIRE F?ATED ".kM, ^w'4 OR TECHNO1,00Y CORP. - CIC: T'R-855. It. CONTRACTOR SHALL Q _ D Q]NTgW' .� Mki %'..,AL6 AND 11iOR'CMAN!641P FREE FROM DEFECTS FOR A PERIOD OF INN. L'SP^_-1HAN DATE CF ACCEPTANCE. CORRECTION OF ANY DWECTS SHALL BR COM�m"`TPM U)ITH"T ADDITIONAL C'AAPr4G AND SHALL INC-LZM RNFLLaCU)'1h?NT OR ZAPAIM Cr AN-. C.19H5P, 91HA FS C!r `th(S IKATALLATION WHICH MAY HAVE BfiEN DAM.\C"mo. 20. PROVIDE V2" TRAP RRIMHR LINP MORR A,1.1� PDOCY? D4AN-16 !MlOM THS NEAREST PLUMBING FIXTURE 21. PROVIDE AC'r�ESS PAN'MLQ5 ", ALL GOwir;eN1.M VAL\196 ARID ALL WATER HAMMER A11P_q&TORS. AC:C.Ee+°, R+D`;GlA IN !?-AT%T llMLL 'TA6r P!4!NTAIN TH5 PATING. ALL ACCESS PANR.6 MUST MATCHTHE FINISH Ot' TF LL'ALL IN WHICH I-, I& INSTALLED. 22. PPCVIDE CHROME PL.%TSD COIMBINATION! C-OVGR PLA,TR AND cixi N10UT PLUG FOR ALL WALL CLEANOUTS - JOSAM "Plem 86dP.1ES. 23. NO COMBUST'ABLE MATERIAL TO BE'USED IN MuCHANICAL ROOMS OR IN CEILING SPAC KA WHERE USED AS RETURN AIR PLIKN M5. )'a" MIN_ SLGTIONI "A _ A" NOTE: Il�PLUi: 147 Inlvt'RT 3HALi I` MIND 3" MAX. ABOVE FLUENT INvs12T ELE'VATIONL CrS" title MECH�4N f CAL f'L�NS Project Location MIDWAY ROAD PORT PfERCE, FLORIDA Q+^w GERALD S. JAMES 211 South 2md St.Fort Plaraim, FL Architect JOHN DLIRAINKO (4-01) 3W-e8E4 Ora"" b" ,S 31S GOLFVIEW DR. ROYAL PALM PLAZA BOC]A RATON, FLORIDA bed Is All dimensions Data / must be verlfled M4 W by contractor and architect must be notified 8►rat no. of any discrep- ancies before proceeding with the work, M of alna. Q 9 Rt+ G ri a V v F, 1 I F - LIGHTING PLAN 6C AJ_E: 1/a' ■ 1' UN�6f� - GROur1p \S%2JIC.� i, 3 VG P.. CONDUIT TO " WELL PROM PNi. ` FOR- GI Ft,f. 7,k WEATHERPROOF WALK-IN COMP. ON 3' X 3' CONC. PAD BYE-C. —7 \� WP/GP-L upNtS, 3" P.V.C. CONDUIT TO DRIVE TI-IRU WNNDOW ELECTRIC4L PLAN SCALE: 1/4" ■ I' NOTE PI'4NIDE 2 PUG. FOR ROAD SIDE h1GAIJ -A5 LXAI?50 $'t 0jjNEFZ I. DO NOT 6CALE TH'K SLFCTRICAL DRAiJINC5A, RAP TO ARCHITECTURAL PLANS AND 51---R?ATION5 ROR EXAC? ! ry A" Rn,4!txMv'4T. COI`PIR2M WITH OVNAR6 F?.NpQKM4TATIVI 2' ALL WORK SHALL 5R DONS IN ACC-ORDANCB WITH THlE NATIONAL ELECTRICAL GODS AND SHALL SOMPLY WITH ALI' LOCAL RULES AND ORDINANCES. 3• MnR-tUM WIRE F!ZE L'+�ALg eta "aEXGLl1�'INCr CONTF30LL WIRING. UNLzeG OTHRR;'w'54 Rl0'Twz AOLl- coND44rT0Rb 6HA!-L pW C,OpPSR WITH THW IN& 1LATIOPi 4. OUTLET BOXIM 6HALL 511111 PR SBKD 6TURL IN DRr LOCATIONS, CAST ALLOY WITH THREAORD HU55 IRI WIC OR !'7,Amp i-orA ION6 AYP pSCIAL ENCLOeURE6 POF' OTHER G!.,. F l!"IlEG ARg4'1- 6. DI67-ONNECT KUU1 CHILI 6HAL_ e' a Hr. RATRO, HWAVY DU `r' QUICK -MADE, AuICK BREAK ENCLOe44la86 Aa? Rrc3uIREo k'`,Y rx€�Oz3URE. b- I" OIAC E1TAT:T , 2F& L pyq M,�y n�-A.. OP MAr11�5TIC, UIIT-! OViRLOAD RELAYS IN eaeH HOT LfiG. ?• IT 1:3 NOT THB IMTRINIT Oe THS&E PLANE+ TO SHOlL] EMERY MINOR DETAIL OF Ca%aTRUCTION. T±iE CONTRACTOR IS RXPECTED TO FURNIPaH AND Iu6TALL ALL. ITEM6 FOR AELECTRICAL @YSTIEM AND PROVIDE ALL RE- QUIR6MENT6 NFiCF164F ^oTO"' j. ALIiD IR PROPER WORKING ORDER 8. ELE,GTRICAL 8Y8TV1 SHALL BE COMPLETE ANO V!95CTIVSI Y GROUNDED A6 RrLQUIREJ BY THIN LA,Tge,T EDITION OF THE N LC. 6 ALL MATERIAL e'QA" 9R ,�gyy e�iO 5"R lAl?>,5RWPITgR6 LABBLB, WHII AP?LICAe6.g f0. ALL. WOW CL' 'I.-" F,WFo1Z!°'15D eY A LICENCED FLECTRICAL CONTRACTOR IN A PIRbT CLAE1i0i LIKE MAN WZ THE COMPLETE 6-,5TEM SHALL BE PULLY G?�6rd�TIV3, Nip AC 57710 BY T4irg ENGINSEp- / ARCHITECT. It. ALI- WORK, 904ALL P �.CaJROINATED 4i)ITH (-'?&45R T--A ?!a@ TO AVOID INTERIzEF2EII WITH TH6 [�R0.�8raP", Ch G^RP?Rl1C?IG� 12. CONTRACTOR P,HAI,J_ C%4AR�*iT cr ALL MATERf 4L6 ACID llORfCMAN6HIP FREE PROM ACCEF'TANCFCK AECTe+ :� "'SR,1• 4T �q� THAN (?ROE YEAR FROM THE DATE OF i �, 13. GGRRFsCTIf'.'Ul ?' "r G P ESNALI- D C<^''1GL!eTR JITHOIJT ADDITIONAL CHARGE AND I&W.0N. I' IR.^-'LL'D t RFPAIR Cc OTHER PHASQ CP THE INE,TALLATION WHICH MAa*�- HA\o" PAW DAMAGED THERMBY. 14. AL_ RS=Ilp,H,D tNEJ3a�1<CF 9HAL6 F'aOYIDtsT1 POD? P?OTSGTION AGAINST PU5LIC LIA@ILITS fn t?®oQ� • ne"1p4�q ? •rHE D41QATION OP THE WORK Ib. CCNTRACTOR¢.qS- i�-R ALL PW-RrI'M, 5, 1N6 �CTION6, AND TESTING. It'- THS ELECTRICAL INHTAL"TICN °'HAL!, Mom' A" 9TQNDAPD R6QUIREMENT6 OF POWER AND Tfil.jF-1-ONx Ct7'1PA lrsP. ` I' KgN16H AND INSTALL DIe,C w.p. sT eALIITOHF-& AND U.II!aING POR AIR CONDITIONING SYSTEM Af" r-'RR MA NLRAG 71 Epq R2r. NDA41 JNb. CONITROL8 ARE TO BE 8U"PLIED BS A!3 CORiOITIOR!!.+G. SCN'R.A�TOt?i? C01eRdEGTED HY ELECTRICAL CONTRACTOP Is ALL RACEYs L�� P++ALL PEA NNLA��" OP 3/4" CONDUIT. ALL CIRCUIT ?@CAtf.Ei?A TLi% faNn T-IREE FG, TC °§ GOM�10N TRIP. NO TIE HLNDI_E8, OR TANZ)V"e LL:ILf ?Ei trC9 -rip. 20, ALL PUeU6, UNLKOA NOTWO C'y ry?.uil!NKA' PHALL nq CURRENT LIMITED Fueas (CLJ RATTED PC1? ?'"An3c AI ^. - .2' X A' FLUORE6CENT LAY-M WX',,;RL DOWNLIGHT SURFACE MOUNTED LIGHT �i PLUORESCgr, T WRAP P!XTUR-= f- PLUORE$Ct:T STRIP (SURFACE --rD > EX T IVT LIGHT O Q"tRGDS1CY BATTERY PACK Gt.l. GROUND FAULT INTERUF ER RECPT. WPI/GP.I. WATER PROOF / GROUND PAULT NT!k RECPT - d _ DUPLEX RECEPTACLE - 20 AMP (Is" APP.) SPECIAL PURP069 RECEPTACLE (18" APPJ ® EXAuST FAN 2" 0 CONDUIT 3 - 3/0 THW CU. NSW 11 2" A "NL METE DIOC, A 2 L2' SG 84 CU. DOWN polps 3✓4' CP'u GRADE LAII 3/4'XiM'-05 CORr■ot C11AD E GROUND ROD ErlVICK �LcCTRICAL RISER t�f,4C�R,4M N.T.s. E=" Y1`001�OL�.� 1 61NGLE POLE 6WITGkI - 20 AMP (4e, A �3 THRn' WAY SWITCH -20 AMP (48" AFF D DIMMER 6WITCH 2O00 WATT& (48" AFF O JUNCTION BOX ELECTRICAL PANELBOARD MfiYO� TI-IEQ.MOSTAT 4 T<oLEVl610: OUTLET C18" APP.) v T_LF=HONE OUTLET (16" AFFJ © COMPUTER OUTLET (18" APPJ OBMOKS DETECTOR O3PEA9-'ER - CEILING MOUNTED oat., I No. I 1bvl.,oec Ety orawne title ELECTRICAL FLAN Location MIDWAY ROAD FORT PIERCE, FLORIDA OWW GERALD S- JAL" 1ES 211 South 2nd St.port Pierce, FL Arv„tact JOHN DLUR4N<0 Cram" bw (401) 3w-8684 -.*B 315 GOLJNIEW DR. ROYAL PALM PLAZA Yy�, BOCA RATON, PLORIDA All dimensions Data Must be verified �) by contractor and architect must be notified Of any d!screp- -a no. ancles before proceeding with the work. A e=� ■ sees a �0�0�00 trivriall n a ! a aa� ,l+is�itiloF lagP1 a iv ff � ilia - � >�• s •/taa�al l=lh:a-l4as��!�••,,: a •ai 1S iMTlelC ,at,�s�a! �' iui} 14!!�!lta�anijl� _��� -s7Ci 1 =ip��p��aaaa }f�� 5�ii��- Impt"j71fEIi�C/le:al:��.lt'as`� C �lR7! HMt• i!!'al� l6/!�!1 ' 'S i.af'Oa!!N!!'7•'i�/' J �YF'a !!E r� s1le��a�lmr��� '!!!R>1iI'ilP.i!!lIEEF�IIi�`f'� I: llt), Sh �71111 � ����aa��������a� e/!�llP:Ii IiP:� ,�l� if'.a/ t. lF;a ]k�t• t •/tZ1! ao !i1•Bb�t,6� 11 EWAS •) Q eiF.a •li.11F. , af!• t).•li��ai7! ! ax�isllzll ��sma�uasssa .era a� y� w->av�,a�,>.��s a is�ardal�ll./t►it�lFalJ•a�7C�sf[ritlll�Clti <A1 !f•.'a c! Tn•!!r-f!/r''lv��l��tli:1 veils E7I` eL AMcfasrl:a ;AM �i#ta�MlLa llti!!Y�•r>�ja�7Ota �1 i� �� srW sta 'a m ?��M i sass LI6�aIwl"A F�L�FyaI7:l/�I%i1S1) 1L RF'�I;.I�M�/�I•:'a :7IF:1,lf�.11ll•31sWM111"i•ETI�.� s!�a1f9? .isriRR�. in sr]L1M /f��-as_w^iiF1PRl��.-a •°as Mr-111 is s%�sss�ss����s>•�s !� " v i _ J w iG r � i 1 E• I ~ 7 C 'V.S ,SOr SI'LW. a TOP V)EW - S[M6LE PIPE w r r , III _ _ ___ 4is,w 5r. TO, 51 • ii•,., a TOP VIEW -MULTIPLE PPE ar c•.r, � [ •tb.,.,,nti„ n1 •ti. r., •ate f,rr, zr [anti,, ry(•r.. /✓rr,p /y ice. SECTgM MITERED END SECTION (D.O.T. INDEX 272) NOTE: STEEL 0.QATE TOP O/N/77E.0 FROM L67-4/L FOP CLA.C/TYr 4" SR/CK OR COA/CRETE LK 114" AL U14'1/NUM BAFFLES ^"-EL.9,40 SK/MME.e A- 15'BCCMP 15' BCCM S" D/A. BLEEDER PLAN VIEW .s' D1.4. BLEEPER SECTION A -A EL_6 0o EL. 5.50 EL. 5.00 OUTFALL CONTROL STRUCTURE DETAIL DOT TYPE "C" INLET (MODIFIED) SCANNED BY St, Lucie County PAVING AND DRAINAGE NOTES 1. All construction to be in accordance with the Florida Department of Transportation and/or St. Lucie County requirements and specifications, as applicable. Roadwork within Midway Road right-of-way is subject to permitting and approval by the governmental authority having jurisdiction. 3. Disturbed areas shell be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section5 0 Florida of 70 f the F rr a Transportation specifications. 4. Materials for roadway paving s drainage construction shall meet applicable requirements for roadway construction as outlined in the Florida Department of Transportation (FDOT) Standard Specifications, latest edition. 5. On -site str iping in4 shall be 4" white traffi c paint (Typ e T-1) in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). Off -site striping shall be in accordance with the Florida Department of Transportation t>_ n Standard Specifications for Reflective P Traffic Paint, the Florida Department of Transportation Traffic Operations Standards, and the Manual on Uniform Traffic Control Devices, unless otherwise specified on the permits. All striping and markings shall be thermoplastic in FDOT right-of-ways. PERIMETER BERM ENTIRE PERIMETER MiN 9.0 ELEV. 7. o 3 Z_ DRY RETENTION AREA /"TYKE �5-3 QC 1 KEY D/TC// VAR/ES - - O TO / FT DEPTH 6. Signing shall be "engineer grade", in accordance with the Florida Department of Transportation Standard Specifications, Manual on Uniform Traffic Control Devices and St. Lucie County requirements. Stop signs shall be 30" x 30". 7. Concrete for structures, curbs, wheel stops, parking, loading areas, and sidewalks shall have minimum 28 day compressive strength of 3000 psi. 8. The contractor shall notify the Florida Department of Transportation at least 48 hours prior to working in their right-of-way. Permits (to be obtained by the Engineer) will be required from agency prior to construction. 9. All areas of fill, limerock, stabilization, subgrade, etc., shall be compacted to 98% minimum density, in accordance with AASHTO T-180. 10. The Engineer and St. Lucie County shall be notified for inspection of subgrade, base and asphalt, at least 24 hours in advance of subsequent construction. 11. Concrete pipe shall meet the requirements of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 430 and Section 941. 12. Seeding and mulching shall be performed in accordance with the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 570 and Section 981. Sod shall meet the requirements of Section 578 and Section 981. 13. Upright handicapped signs to be providedat all handicapped parking spaces, in accordance with the Manual on Uniform Traffic Control Devices and the St. Lucie Countrequirements. y 14. The Florida Department of Transportation approved local cemented coquina shellrock is an approved alternative to limerock. 15. The contractor is to verify all existing stubout elevations prior to construction of on -site improvements. Coordination with building contractor is required of the site work contractor. 16. Aluminum corrugated metal pipe shall meet the requirements of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation Standard Specifications Section 430-9. 17. Reference architectural drawings for sidewalk and handicapped d ram constr uction. P NOTE CONTRACTOR TO COORDINATE DRIVEWAY STACK OUT WITH ST LUCIE COUNTY ENGINEERING DEPT. (COORDINATE WITH MIDWAY ROAD INTERSECTION IMPROVEMENT PROJECT BY ST. LUCIE COUNTY, /lam/,L7!/t/.�LY ,QoA a ti 18 wi iTFif/O(/t� E.C' ST/NG .OR/(iEC�V.4 y A�/t> CUc /ER (.SEE /VOTE /VD. Z) h 9 - ,P/P.e�t.� //Esi p wfi c. c \ 24 "STctA 8,4,? 30 ;R CONNECT'15'BCCMP TO EXISTINGT. -^CO/VST.YUCT SS'O�"36"�'C�l��/�/VE'.4TS MANHOLE ,GROUT W/NON SHRINK GROUT INVERT 5.75. -- --- -- --� I_�___ TO 4c3EET .BV SST GUC/E (M.H. BY ST. LUCIE COUNTY) I L_ - q Z 7 k X /61/TEREIJ E UOS • O• T /it/oEX 2 �EX/ST/NG CP /t/89`SB'2/"L� . /42;;.00 351-15"9CCMP / EXISTINGrt M_H. V �CO KSTSPvcT BEPr, r 7' STRUCTURE. ,0 FZS /��E,t L�T.•C/G) �_. __-3�;_. (SEE DETAIL) 30'-1 E'BCGMP WY MITERED END SCALE: 1"=20' (rGh Ex/ST/�t/G /'�iV'T� ---__0 ...N �- r ,y/Gh' ODi,VT � / /AJ✓ERTE.O C.¢o wry moo_;: moo• � /\ ?�4Y f'ETENT. oN V S //GG/.UG DES/G V EGEI' 70 fO /3'1 20' EX/ST/i!/G 7S- 'Q� SGU,4G E �x 11 Z45 moo_ SECTION A - A 'A' 30 lU' 1END /Nl/E.PTED /OSo S/L�YYv C.� �o-' ���a� Ci40 WN 9� Q 0 37' g00 7 O J' c',Q900 OGC/il/10.5'G (ELEVATE ARFA NEAR WELL HEAD TO 9.0'± SLOPE AWAY FROM WELL HEAD) ? a pp- EG10 /9 00 / a \ p�X BENCHMARK' V W --- -- R.R.SPIKE IN POWER POLE ELEV 8.84 N.G.V D. CONTRACTOR TO CHECK ELEVATION OF EX ISTING /¢6, 00 �_ PAVEMENT/STRUCTURES TO CONFIRM BENCHMARK COrf/ST/T UCT BERiGC HAS NOT BEEN ALTERED. CONTACT ENGINEER ANY OISCREPENCIES. � p" 2, COGVZI�/N,4TG� ,ri/4/!iE/ t/.4 Y CO�c%$'TiPUCT/D/C/ !�1//Th' EX/ST/�t/G COrt/C/E V/ENCE STO QE . fif Q/it/T 4/iC/ ACCESS/B/L /Ty 7n s7oft '. .3 SO,O .4CG Uit/�,g7/E9 ,4,QEA S . c`3 " ST4.Q/UZEtT] S</6GRQ aE � %eL,Q/ES - -_� - '-1 ­57"- 3000 PS /. C (2B .Dr4V ST,PEit/GTff% 8 " STAB/G /ZEp SUBG,Q�,7�Z� � � CO.fi(P.4CTELJ TO 9B % /Gl.4X, .9Eif/S/TY ,DER A,4S/`/Tc� T-/BO TYPICAL PARKING LOT SECTIONS ( TWO OPTIONS ) EROSION AND SEDIMENT CONTROL. Contractor is responsible for providing erosion and sediment control using the latest FDOT standards. Baled hay, straw and siltation barriers will be installed where needed to prevent siltation of adjacent property, public right-of-way, wetlands and waterways. These will remain in place until grassing or nodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway. 9 n! i G,Lc. 7714VK A~f~ At.Yr L. -+5 AWA6"al , 6 0 ^M d"l it -70 Aw. el SEPTIC TANK & DOSING TANK CHAMBER SECTION a 3' XS I :O O O: 4" ,oE.?Fcll�tTEIJ CCz.CLIX.,�ITEd �,P,4!/EG BEl7 .LbC VET,�/EC ENE rC/�ivr� �ryv.] DRAINFIELD SECTION £ R. 7 r2 - .. w MP iIEADMALL� cw g a9'5 '21"E 14l / PP. 15.00, UONT POLE EXISTING ELEVATION (TO REMAIN) STORM DRAIN (rYIICAL EXISTING PAVEMENT -- SANITARY PLUMBING WITHIN Ti RADIUS STORM DRAIN - o TO BE CONCRETE ENCASED OUTFALLSTRUCTURE J l lV j DRY - EXISTING DRAINFIELD r RETENTION 30' X 40' o 1200 SF ' n _ PROPOSED 7 as AREA / —� BUILDING - - o. -� i tr-----� 5'I� i EXISTING 'AI SEPTIC TANK , L _ J CONVENIANCE STORE I P I PUMP CHAMBER ..--.r., I _ a LOADING ZONE p1 0' EXISTING HOUSE AND I REAL ESTATE OFFICE 18 i .._._._._ ._._._ . _..... BORING \��-- -_-- ..N0. 2 - _ / N�i9'S6'S4"W 146.UG' ) BENCHMARK EXI`. Pi. I EXISTING WELL qJ (ABANDONED) BORING NO. 1 ---- - i( DRAINFIELD (550 S0. FT) - --- + 1 R.R. Si IN P. P. UNOBSTRUCTED AREA (1650 SQ. FT.) --� ELEV. 8.84 ID0 r-� li iFii �4�VM'"il{iir \\ GARAGE z. (� ti A. t ti ' A_ (b' L J T wr'--tk-Gi� EXISTING DRAIN FIELD EXISTING PROFESSIONAL BUILDING, 4/C/O TO lj/EGc 4PC TO �E CO(/Cw�ETE Et/CaSED /Gt//f./. �l ;. To EQU//�ililEi(./T COCtiTE D qT ! f/E"G G i/E,6-.D . /�t/S'TgL L �,4EF.4B.Q/CAS TE27 .sflE'D (/ G`�. .z-1 Ac/n ECLU� E'l0/T. ,! i LOCATION MAP III SEPTIC SYSTEM DETAILS m or, e J 4 Goulds Jet Pumps 3/4 & 1 HP Shallow Wells PERFORMANCE RATINGS HP/Model 3/4 HP-JL07N 1 HP-JLION Shallow FH7 FH10 Well Pkg. Adapter 4K62 Nozzle AN018 Diffuser AD3536 I AD3538 Total Discharge Pressure - PSI Suction 30135140115150I55 Max' 30135140145150155160 Max. Lift Shut- Shur (Feel) Gallons Per Hour Gallons Per Hour l (Oil IP 5 1275 1275 1125 950 750 575 70 1490 1480 1450 1250 1000 705 595 74 10 1125 1115 1035 870 675 500 68 1375 1365 1330 1145 945 710 515 72 15 985 975 935 770 575 400 66 1185 1185 1170 1020 825 615 415 70 y 20 815 1810 790 690 500 310 63 995 995 995 925 735 545 335 67 25 600 600 595 570 385 175 59 750 750 745 740 625 425 215 65 neptune /WATER METER COMPANY PUMP DISCHARGE 20/40 30/50 40160 RATE GPM (Approx.) ESP I _ ESP 11 ESP I ESP II ESP I ESP 11 2.5 5 WX-104 WX-201 WX•201 WX-203 - WX•202 WX-202 WX-203 WX-104 WX-202 WX-202 WX.250 7 WX-202 WX-250 WX-203 WX-251 WX.203 WX-251 10 WX-203 WX-251 WX-203 WX•302 WX.250 WX302 12 WX-250 WX•302 WX-250 WX302 WX-251 WX-350 15 WX.250 WX302 WX-251 Iti WX-251 WX-350 20 WX-251 WX•350 WX-302 (2)WX-251 WX.302 (2)WX-302 25 WX-302 (2)WX-302 WX-302 (2)WX-302 WX-350 (3)WX-251 30 WX-302 (2)WX-302 WX-350 (i)WX-302 WX.350 (2)WX-350 (1)WX-350 35 WX.350 (1)WX-302 WX-350 (2)WX-350 (2)WX-251 (3)WX-302 (1)WX350 40 WX-350 (2)WX-350 (2)WX-251 (3)WX302 (2)WX-302 (1)WX-302 mwY-qun ESP IAND ESP II TABLES These tables will size correct WELL-X-TROL model numbers dlrectlyto the running time of the pump or flow rate of the sys- tem at three standard operating pressure ranges' ESP I will insure that the pump will run of least one minute each time it starts, This is the usual minimum run time recom- mended by most pump and pump motor manufacturers. ESP II will insure at least two minutes run time. This is usually recommended for pumps greater than 3/4 H.P. and/or when pump starts and operating energy consumption are to be reduced. The tables can be used for most normal job conditions, i.e., WELL-X-TROL and pressure switch installed in same location and adequate piping size from system main to WELL-X-TROL. A Supersedes No, We-12-11st) WELL-X-TROU PRE -PRESSURIZED HYDRO -PNEUMATIC TANKS Series 100, 200, 250 and 300 9SI, SIZING TABLE is OPERATING PRESSURE - PSIG SPECIFICATIONS mode! pressure outpui electrical temperature shipping numberdescrip. dimensions range eapamt� requirements limitations welghl 210 150 psi 0-10 god 215 150 psi 0-15 gpd 125 F. max. 220 150 psi 0-20 god 230 Pump li4" It 125 psi 0-30 gpd shaded pole pump 240 only u" x 6 125 psi 0-40 god 115 v. 60 Components 17 IbL 260 125 psi 0-60 god cycle A.C. 250 F. max. 280 100 psi 0-80 god solution 2-100 100 psi 0-100 goal container 2-120 -80 psi 0-120 god "230 volt 50-60 cycle available at extra cost. ""Complete systems available with either 18, 20, 35, 40, 55 or 75 gallon containers. Simply add "S" to the Iasi digit of each model number and specify solution container size. ESTIMATED CHLORINE USE (5% SOLUTION) (960 GPD )(30x10-6ppg)( 1/.05 CL)= 0.6 gal. CHLORINE/DAY NOTES; 1. Well head should be enclosed by lockable chain -link 10. Well pump to beGoulds Model JL07N with fiber fence or lockable weatherproof pump enclosure. glass cover by -Boynton Pump ("weatherproof"). t M HEAD LOSS CHARTS 2• Sampling points to open downward and be threadless 11. Pizza dilivery'360g.p.d., . 3 RATE OF FLOW IN GALLONS PER MINUTE m- Y,C"�1 uYr �1 i)�i"1•i l�l��-` 14 y , s N, 2S sal 3. Pump to be located at well head, all other equipment in 960 g.p.d. ^ y- mechanical room. 12 FIRS./Day x 60 Min./HR. 1.3 GPM • 518 4. Backflow, preventers to be "Watts No. 7" (or equal) dual Peak Factor 3 Peak Flow a 3 x 1.3 4.0 GPM, use 5.0 check valve assembly. Aergap backflow preventer to be GPM. used on irrigation system connection. 12. For Hydro -Pneumatic (Bladder Tank) use Well - x - Trol » " 5. Hose bibs to be attached to buildingor 4"x4" concrete Model .WX-202 (1 minute run time minimum.) 0 p - -- _ -- post, min. elevation of hose bibs to be 18" above All hose grade. bibs to have Watts No. 7 backflow 13. All piping must be marked approved for potable water use preventer (or equal). (NSF - PW). 2 3/4 h mm 6. Chlorinator to be Chem Tech Series 200, Model 210 with 14. I " diameter PVC of 5,0 GPM a a 35 gal. liquid chlorine storage tank (or equal); Velocity= 2,0 Ft/Sec. p adjustable zero to ten gal. /day. Loss = 1.0 psi/ 100' of pipe (6 cc J s n ss so 100 ( 1.0 psi/100 Ft. )(200 Ft.) = 2.0 Loss in piping +o - 7. For estimated 960 GPD max. see note 11 ( 1.3 GPM a Loss in Misc. fittings = 2.0 psi - Average Flow 5.0 GPM Peak Flow) chlorine contact tank(s) Loss in Meter = 1.0 psi to be minimum volume of 150 gallon (30 minute minimum Total Loss =5.0 Psi contact time). Adjust chlorine feed pump to have "Switch = minimum 2.0 PPM chlorine at furthermost tap. Min. On" pressure 30 psi Min. expected line pressure 25 psi O 8. Final equipment selection (as to size & model) may vary 15. See site plan for location of well, (mechanical room or slab) and after receipt of well water analysis. P y . wafer main route. - lyda 9. This system is classified as a non -community public 16. See well permit for depth of well B details. t s water system. FAC 17-22 requires service/operation of 9 1 this type system by a Class "C" or higher licensed i �) Af , + ,r operator twice a week. P U ti ". ill MANUAL AIR RELEASE AT HIGHEST POINT SAMPLING POINT I- �- (SEE NOTE 2) GATE VALVE PRESSURE GAUGE BLADDER TYPE PRESSURE SWITCH PRESSURE z TANK CENTRIFUGAL PUMP �l TEE a CAP "I" 6' x 6' x 4"-/ CONC. SLAB 2" WELL (ROTARY DRILLED B FULLY GROUTED TO APPROVED DEPTH) u - CHECK VALVES I PVC. 136 MIN COVER MECHANICAL ROOM OR SLAB CHLORINE CONTACT TANK THREADLESS HOSE BIB DRAIN OR SCREW PLUG (SEDIMENT DRAIN) � BY - PASS SAMPLING POINT (SEE NOTE 2) WATER METER ASSEMBLY W/ BY- PASS (5/8' NEPTUNE TRIDENT 8) TO POTABLE SYSTEM ON/OFF CONTROL TO PRESSURE SWITCH (WELL PUMP MOTOR CONTROL SWITCH) CHLORINE STORAGE TANK a FEED PUMP EQUIPMENT & PIPING SCHEMATIC it r 4TEE SCREW PLUG I" ANGLE METER STOP MANUAL AIR RELEASE DETAIL ,«p two Z W ¢ e U .t ' Z W w Z 2 AS. U W O _ ui .s ' a Z Z J - IS. - J O rL ' O Q O ? FW a WCL J e Q W LL cr Ju F_ Q 3 •' O • W r I N Z In Z - U - LL O _ O w to of of 01 0, u.n• w w Ie.e« .o• .p. 1 •.If, rnu A. I.. .. w4 • a.w Lo ,. s.• "al ,.o a1 ,.a.. 4.o go t..n ..o L,s L.q • IY AS Lrr m •0 L ,,Y w 1.1011 se I.a« 49 0 oY Lm u Ls» rp « 1.", ,.w xp n, o0 ,pp ..te 400 .sn No Q .eo Z ne U •« W .," •« woe � .ut '90, ¢ ,.. w ... a . r, ♦- I- w W a. w a LL ZLL _O N F.. N U. Oo O O Q Q w U2 S a O ILL! Q = _J : N N V Y 0 Inr a L 1.p co mG• c � � W U N [ Y ., W cc ¢0 X ,� c c to a ., N QLL . „ Y 3 3 0 nn c Q ' Q. w pIU m E Y DV QNcr Q v F o N Ca • C7= c n d .. N Z n aoD os _ o 0 0 E o N. Y L O a � u c 0 � c F. oa s, D ; - N W_J U O [ Y n U G W .`. LL a ., �- oo ¢ u u u u A. Qw Z i` vdu 0 3 wII-- =Z � . 1- o e 0 LQ ..o O j0 c Y a o r Y Y L E ..o y 0 e > O c V M u a ✓ c n c O 0 Y n °' ° a Y N f u 1r 3 v L D a Y Q Y W c C upOf'l- o n3©N C Y An > 1. ,e J d •Y= , a c o wr o0 00 (or x „ W H r! u 1• +' Y V O O 3 Y 0 a' .0 C y « 3 Tj Y - Y > Y 3 Y D ASY O • N r - W 0 N . c_ S 0 C " Y c a Y 0 AtN N o '« >• Q '_ a 3 Y L N 4 O Y � Q o u D c D E V) ._ N Y Y✓ AS,Lr L L Y> U T„-C tDC D Ic Ol t> W Y V) L 0 3 C O ~ So L Y Q U >N Y O u Y E M Ad•' a u F Y Y.A 3 Y O U[ q 0 Y oD L Y C tnD O•1 a a F-._ > 3 O _ .• IV ru) O t, J. _ RESISTANCE OF VALVES AND FITTINGS TO FLOW OF FLUIDS Note: Bead loss tit rough check valves varies wish types munu facto red. Consult manulutturcr for correct values. T GIu4 Vd•e, 0yrn �`` S.in Ch"i Vaba, jury ow„ CW!�uN+e^-wm &nJ 'J-1J sumarJ Tn T`bw`uy],�s,J• Omb, V l S u,Wr- urr"n T.e nJu.rJ N p4�.nv ,w a Tee ,d c j A \ I �• rvn2uS.aaN Dw. "r n r s,anJ+rJ Tu Example: The dotted line shows that the resistance of J 6-inch Standard Elbow Is eyy uivalenl to approximately I6 feet of 6-inch Standud Pipe. Note: For sudden enlarge- nwnts or sudden contractions, use the smaller diameter, it, on G+u v,b. 1J3.) the pipe size scale. third s I-'.l IweJ I,.n, Own IAU (��'' „ 0 L sro 42 $nndalJ rn ),j as )o )o 100 la 2E 10 20 ? J Ill Ib Ia on,J. EeI„�Ir�a,,.'a�1}- so t I: / )J it 10 I0 / D v -LSuJJen '0 dE N Eub„en.m - _ F ) J1U-`. _3 - -b- 410 - 4 10 JIO - of 4 N 1I!t 1 ) ) n- 2 2 SWdm Cu„ua"iYO -'. Do -1 11.- ad;JN - N 1IA J1U - g 0.5 0.3 at - JS' nw. Ili / o.l DATE REVISION CULPEPPER a L TERPEN I NG,INC. CONSULTING 9 ENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA PARTY TIME PIZZA -25-8 . f A-, r'ER CJ. EC, NON COMMUNITY PUBLIC WATER SYSTEM DESIGNED BY DETAILED BY I CHECKED BY DRAWING NO. V. W. D.F. V. W. 3 OF 3 DATE SCALE JOB No. 3-8-89 N.T.S. 8778