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HomeMy WebLinkAboutPLANSSUf UT06=1- I A -how �ARD OF 0 4 ANAIt. * Wo, ES A $TWMWRA 1/20RD A W KCK MAREIN AU AM LN 67W AT 0".ns-, OTHEW&V to= HIMOK, smo Y040 is *om 4 Of Ali FZD SUREON 9Aft0VK"TW EASTRa-m-0--_ LINE OF AjWQ AS SHOWt 31 32 89 FD* a FOUW Ovao". VIALOT m RADIAL W.M. cl *Alm 0 pbu C as CALO)LATED U.P. I W U, La T QQ o DIE tuft I (UN-ft) UNREADA" Ulzu'M OW I.R.C. 6 LPC. • IRON FVE CAP A TA P.C. PONT OVOLMATURE L LDS P.T. • PONT CW TANOW, Y A = RLAbW P.R.C. F*NT OF REVERSE 'CUOtVAYM N*D/T *AIL AND OW*/tA* P.C,IC*. POW OF, COMP43010 MMAVRE R/W 000-10-WAY , P.C.P. PERIAAMENT, ONTROL'POWT vodpawm Q. E. DRAINAGE *s/QR UVUTY EAS0004T k= I EDGE OF PAMEM&T PIK! Im, PAW M 7p 4MAC as OAK H 0 USE 1 C-) 0 N. Ln 0 _j F.E.=lQ-1 53 ALLEN E. KU* WC. OM NOT QUARA14TM OAW R ASSWX AXY LITY FOR ANY p EASEk"T, RMT-Ofr-WAY, St fdmvATM, AESTWIftom ja (D SIMILAR MAT TOtS NOT SHOW ON RtF TO ON 71* .AT, Oft PWfSKAUY LJ Z VISIBLE ON STE THIS SURAY WAS PICA V040UT 96WIT OF Aft"ACT 11, : Z L4jJ TITLE AND ALL MATTERS OF InTLE SHOULD K IV Ellmilift tO AN ATT0014Y. NORTH 1/2 LOT 90 1 �, p THIS SURVEY IS NOT VAL10 WOMT THE SMATURE AND 114f ORIGINAL RAISED Z V) M-i TE CITY SUBDIVISION SEAL OF A FLO!"DA UCENSW SURVEYOR AND MAPPEX P. B, pk.) 23 JURISDICTIONAL AREAS, WETLANDS* AND UNDERGROUM UTILITIES, IF ANY HA NOT KEN LOCATED, OTHER THAN SHOW THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIRCALLY CERTmED TO HEREON, AND NO OTHERS. ACCOROM TO THE FMERAL EMERCENCY MANAGEMENT AS=Ar#oN (FEW FLOOD INSURMCE RATE MAPS, THIS PROPERTY LIES lk FLOOD ZONE LA COMMUNITY PANEL # 120287 0280 F DATED 8-190001 X L.J. BASE ELEVAYM HZA SOUTHWEST LOT C ANDI., WEST 1/4 CORNER OF SECTION 5-36-40 z SOUTH LINE 17 R /W PER O.R.B. 44 T I A PAGE 445 m BASE BENC14MARK CITY OF PSL am# $I I ELIEvAIM m 15.356 (N.A.V.D. '08) DATUM OF ELEVATIONS SHOWN iS N.A.V.D. '80 AkD IS SHOW IT IS THE RESPONSOLITY OF THE CONTRACTOR TO VERWY ALL SETSAO(S AND E)G$,IM LMUMA AND ALL PROPOSED PAPROVEMENTS S140VM HEMON PRIOR TO CONS1RUCT04. LEGAL DESCRIPTION THE SOUTH 1/2 OF LOT 90 WHITE CITY SUBDIVISION, AS PER PLAT THEREOF ON FILE IN PLAT BOOK 1, PAGE 23 OF THE PUB' IC RECORDS OF ST LUCIE COUTNY, FLORIDA. LESS AND EXCEPT THE WEST 50.00 FEET AS DESCRIBED IN OFFICIAL RECORD BOOK 108, PAGE 255 AND LESS AND EXCEPT THE LANDS DESCRIBED IN OFFICIAL RECORD BOOK 44, PAGE 445. Aw DSJ{�lcQ' �- DEC 9199 ofSK����'W'(% +Cwo ol lUbk°c � 4 comM041TY DEVELOPMENT II,UI7'4 -ST. LUCIE COUNTYFL_ % VL,O t� Paalr� �. 9B—i�79 0 W-1 !NUTWE ! I t I ! I I ! I I � I I I ------------ W 1- I IIIii ---._r__�____------___---------�r-----__-----r------__-r-�_r�------_r__-_r__------- EXISTING DRIVEWAY I II I '----------- -------------------------------------------------------------------------------------------- Or I I/ I I N 1 /2 LOT 90 I I ' ; > Q (WHITE CITY SUBDIVISION) j EX. WOODEN BARN P P . - - B. 1, G 23 r EX* I ,. SINGLE FAMILY RESIDENCE METAL f I 3 x FUTURE LAND USE: RS LSNED..1 ``'I HIGHZONING: AR-1 I � PROPOSED 8' I P 95 GRAPHIC SCA 91 o 30 0 15 30 s0 120 G-• ORANGE AVEN E ( IN Fir) 1 inc h = 30 f tb RdPD EDWARDS RD. 0 w EX. PHONE in WOOD FENCE G.r SITE BOX ©HE OHE ; OHE W aHE N 89 55 41 E 60&26 u ! Q a a a a 0 a a a 7 WHITE CITY ROAD N wow -Am �m . �4.1 / 1 2 t•', / Q 7 - < PROPOSED o a p -_ y✓ - _ / -- -- -- -- - -- - -- --DETENTiIIN - - - - - - - - -- - -- - - - _ __ ___ _ -- ._ - -- - --� . - -- -- -- - - - _ -. __ - --_ _ . _- - -- -- - - - - - - -- - - - - - - - o�� i I r p RR R W G�1GIkET€-- -tv -- i I �-- F p % AREA �....._ ._ b PAD W/ 6' HIGH 00 �i I M ! cn r;, PROPOSED 24' x 54' OPAQUE W D FENCE OR v GJ 't �� ' LIFT STATIr,F,, �._ _ •.9A.SQNRY W LL 1 i CANOPY - w- r w w-w w w w w w +w w . . � / �a -r. w -w � • L "ti, I G 1 - ! s �09 PRIMA VISTA BLVD. ��- N - ` <k4o. C 1 MEDIAN l.J Ln - - ,-� < ) •, -�, Al A z ED'JE OIL •/DrESEL• F.UEii • I I ( 1 I .i < a ti I 91 w CONNSP'tNSER W/.- P��. _� -- - SLAB .• _ • •SE gVE••pISPENSERS I •. .•1 ., I r $ o i z Ci I¢ -• I - I ter. •I �- i ,. .•.. •.� .. •. :•.1 .. � •.., f'. <� :' a r' a jam• t •.• - •••. • �oF ,..� `�' r- 0. • •�. a U', i - - = s • • , EDGE OF ON MAP ac > f . ♦ % A�. • . CONCRETE O� C� z Q i_ Z 0 ' a.. L �•,..ib �_..r - SLAB ✓) a- Q Z Z `. f < . :P,RQPOSED - � �-- Q � Z `� J O I CONC§M • U Z `� c> - v- SLAB .. i as w O Q W I } : G o 36 J0 W IZ X N >� : . o CAR YA.F� N , • .. f-- I IS 612 S.F. _" ' LA_ I 24, 12 50 r I ! C.0-kI .4, X. 10' ` tL S I 90.00 SANDWICH STORE bISPEtv$ER ISLAND jsS,1.�. ' AREA 350 S.F. •(TYP ). .&. .4. _'o-mm mob.". *0*�.• • •. - - - - - - 3 ; =6 "m _%pw PROPOSED • . •... a 8 w ONE-STORY • . • . o - - m Q 0 ; _. _ _ itAL CBS BUILDING Tam` 0 I I ,. T i0, 0 24. 4 24. 4 1. �, I I , I I N. A I I ;. v I RE NOT INCLUDED CNv EN ENCES0 c Z J V 3,250 S. F. �o 11 I 0 66,19' �fy' `• i � I < • < < b ..{ _4 N'I I O �` PRVPt,cE:.� COtv�RC-F S�G6WA W I .. , O p • O `9...•Ki�T�li� '.� 4M R� �e1.A�•Y��� 1�N.1 ,b�{�t• `r • O 50' -x • �6. O CAN CAN _07 - u, __.._ s• h y W I r, •�� = i i I I I EDGE OF CANOPY & +-- -- t Ln 1. SC' 10' S' 12' 11 50' J CONCRETE SLAB t ,�g PROPOSED I ASPHALT r PAVEMENT I t I tires` :� t ► �" 12' . ' ' ' 412i t L, 41210 • 121 Q' i L i CURB (TYP.) E3 t T 5 t Q t 5Cd . co 0 U TF A L L TO i i t n 4 4. 06' ■pM..• �� -� �� _ w� w� �� .� �■ ��=WNW now he� �. i. .��■.■ �,,.� 1 NSLRWMD CANAL � � � ® --- _ _ _ 40 N.�. 0 I �� / - . ACUUM -� --- -PROPOSED SED CAR-- PROPO STOP (TYP ELANDS--- -- - -- - -- -- - - - _ - -- - -- - - - __ - _ _ _ - - - -- - -- -- -- -_ - - PROPOSED SIGN PER � J ;i ST. LUCIE COUNTY SIGN CODE LEGEND: -a. ftwwm now anct►cm --35.6- PROPOSED CONTOUR MITERED ENO SECTION PINE TREE PALM TREE OAK TREE fU g' BLUE WHIT 8 x 2 HIGH x 20 MAX HEIGHT7-7 _ CL NY w ' \ off 8. 28' - 4 . r-1.1y -. OH E ------ - U WM ---._ 45 �� � `� �� �' - OHE OHE OHE OHE OHE OHE - 00 l --- ROPOSED FIRE E �307. 22 R�187 _ ..�� 4 293.89 OHE OHE 0.08 Ton-153.95 OHE OHE S89 02 $HIN GNE /F�•, WM --- _____ HYDRANT 754 TO EX. FIRE HYDRANT WM ---_ _ _ EX. 12" PVC _ [ WATER MAIN yyM WM I WM WM WM WM WM ---- WM T ----- wm 1f WM WM WM WM WM . ------ µM 1� � - yM '-- II EX. 12 PVC SEWER MAIN ...._.L-. -'a- --------w•we-•r ••w... ...-.raw ___._, _ _-��-- FM R-�FM FM M ---- FM ____�._- FM FM ---- FM FM �'' 2`--PTO F FM FM FM FM FM FM F --- F•1�d z `- ---- do STOP SIGN ------------------------------ M i�q, ___'." +.. .w_-.err_ r►.r -/,-i-a--waaa-�.-wa ���►�•�..-away --as--•�- ------a-ra -rrw 7 �.-rr _w ar ar- r-------------a X c: z I I X. JRE I ------ _ _ _ _ I _ �.�.. nr > Q I I I RANT _ I _--- - MIDWAY AD C.R. 712) w. II � -'- ___ 350' (�o 0 R/W) W ---- ------------_ _rr -wrrr-rr-w_w r-- �.ra--_aa aw�•a#-r--- �. +�-.-r__a•�•--r.i-a-�r-rw#�._�r�•rrrw-t.�ra-.w•�.rw-ww-..r-ar-<.- O , w-ww-•-<•-a ---y-Ora-r-_-_-w_r-y.rr•-•••-w-l.__---_a----�b----r..1•r rr.-w+.-raawwr<ra�..w-w-wr--Y-r-aw-a..•w�-.---+�-'w_Y�.--w-r�r--•�awwww a-�►w-ww•�.•��•aww-Tarr-_--•.+.+-rr-#.�•+--r�►--"�••'�---�•a--•�_--�.r__rr___r-_r_rr•------_r __-_ 1 ! I NORTH LINE SOUTH 1/2 SECTION 5-36-40 T. LUCIE COUNTY -FT, PIERCt i FIRUIEDISTRICT N.S L.R.w.M D. \y ; �' Ex. 6" PvC � - """' . ,, A -- ..__ -- __.. E QED r MPLIAN" " CANAL N0. 1C , SEWER MAIN I „' - wmm FM --�- I,( �& F - i- �- FM FM ---J I _ _ ..._.._..._� .� AND � J `L' _ CITY OF PORT ST. LUCIE to A, it i- j FUTURE LAND USE: RL I II - - _- - ZONING: RS--2_-- ki t"'- HAY Q+ '� ►�- c LEGAL DESCRIPTION LEGAL DESCR I PT I DN � tiKK I NI CALCULAT I ❑NS ' N 89'55'41" E P OF T 0 "WH T CITY V N' 10.00' ' 10 A PARCEL OF LAND BEING A PORT I DN LOT 9 I E C I SUBD I I S I 0 1�}#r�C' tC�: .� NvFeP*A* THE S❑UTH 1 /2 ❑F L❑T 9 0 WHITE CITY SUBD I V I S I ❑N , AS PER PARK I NO REQUIRE' I REL = 1 SPAC£ PER 2 0 0 S , F , RETAIL AS RECORDED IN PLAT BOOK 1 AT PAGE 23 OF THE PUBLIC RECORDS OF ST , LUCIE000% PLAT THEREOF ON FILE IN PLAT B❑❑K. 1 , PAGE 2D3 OF THE 1 SPACE PER 100 S , F , FOOD SERVICE �'""� COUNTY, FLORIDA ALSO LYING IN SECTION 5, TOWNSHIP 36 SOUTH, RANGE 40(0 2. Standard 1301din 0 PUBLIC RECORDS OF ST, LUCIE COUNTY) FL❑R I DH , RETAIL AREA = 3, L 50 S . F j � EAST AND BEING DESCRIBED AS FOLLOWS; I State Fire Marshal RBI FOOD SERVICE AREA - 35 0 S . F , I COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 90 ( ALSO) BEING THE .� LESS AND EXCEPT THE WEST S 0 . 0 0 ET A rR P T T P = _ �= _ 3 0'..o��r Codes E DES.. I BED I N E A 1 L PARKING NG RE-QU I RED 3, 25 0/2 0 0 16 SPACES WEST 1/4 CORNER FOR SAID SECTION 5-36 40 (ALSO) BEING THE CENTER LINE OF Z o OFF.L C I AL REC❑PD KOK 1 08, PAGE 255 AND LESS AND EXCEPT FE❑D SERVICE PARKING REQU I RED = 35 0/ 1 00 = 4 SPACES 'SELVITZ RD. ' (100' R/W); THENCE N 00.10'31'W (ALONG SAID CENTERLINE) THE LANDS DESCRIBED I N ❑FF I C I AL REC❑RD BOOK 44 ; PAGE 445 T ❑TAL PARS; I NG REQU i RED = 2 0 SPACES C 1 HAND I CAPPED) � � FOR 75 , 11 FEET; THENCE N 89'49'29" E FOR 50 , 00 FEET TO THE INTERSECT ION o o � y 4 ETARTMENT 0 0 A ,� -:A ' DWRITE T _ _ OF THE EAST RIGHT CIF• WAY LINE OF SAID SELVITZ RD. AND THE NORTH RIGHT o Tk' - (.� r- a TOTAL PAR, . I NG PROV 1 DED 23 SPACES C 1 HANDICAPPED) O OF WAY LINE OF MIDWAY RD , CS I R , 712) AND THE POINT OF BEGINNING OF THE C_ PROJECT NAME: L E MIDWAY M❑B I L $ • M - '� - T 1 W. `,, PARCEL HEREIN DESCRIBED, THENCE N 00 2 0 31 W (ALONG SAID EAST R/W � � �. � � � � ; (407)��� 121- OWNER: EK❑N❑MY ENTERPRISES INC, BU l `DING SETBACKS (ICG) LINE) FOR 257 , 75 FEET CTO THE NORTH LINE OF THE SOUTH 1/2 OF SAID LOT 90) , -� P.O. BD ,, L1 7 14 K H THENCE N 89 ° 55 ' 41 ' E ALONG SAID NORTH LINE FOR 10 , 00 FEET; THENCE '� ry t° C _ ❑ EEC ❑BEE R❑AD • a T. PIERCE, FL 34950 FAX: (407) 462 326 - J I S S 00 1 (3 31 E FOR 219,02 FEET, THENCE S 40 59 40 E FOR 30,27 FEET TO A FORT PIERCE, FL 34945 FRONT: 25 FT . SIDE CORNER 2 0 FT , POINT GN A NON. TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1850,08 S 40'59'40" E 561 ? 461-8083 S I LE 10 FT, REAR 20 FT, FEET; THENt,,E FOOM A TANGENT BEARING OF S 82.07'23' E, PROCEED 30.27' LOCATION, N❑R i HEA3 , CORNER MIDWAY & SELVITZ I TZ ROADS THROUGH Ar CENTRAL. ANGLE OF 8 49 49 FOR AN ARC OF 285. 13 FEET; A 08'49'49" ZONING CG BUILDING CONSTRUCTION TYPE: TYPE V THENCE N 89 02 48 E FOR 294,17 FEET (TO THE EAST LINE OF SAID LOT 9 0) , R 1854•08' S 09 39 E ;►� i THENCE S 0 0 ° 09 ' 39' E FOR 20,00 FEET (TO THE NORTH R/W LINE OF SAID L -= 285.13' �-.�.. 20.00' FUTURE LAND USE L ❑, I t MIDWAY RD . - 8 0 ' R/W) : THENCE S 89. 02 ' 48' W ( ALONG SAID NORTH R/W N 89.02'48" E 294.17' BUILDING HEIGHT; 1 STORY) LESS THAN 25 ' LINE) FOR 293.89 FEET TO A POINT OF CURVE TO THE RIGHT HAVING A RADIUS UTILITIES: OF 187 0 08 FEET; THENCE PROCEED THROUGH A CENTRAL ANGLE OF 9 ° 24 ' 45' DRAINAGE NOTES: : FOR AN ARC OF 3 07 2? TWEET; THENCE N 81.32 27' W FOR 8.28 FEET TO THE N 81 32 27 W S 89'02'48" W 293. 89' ❑ I T POINT of BEGINNING . ' 5.28 MIDWAY ROAD (CA, 712}�IATER F❑>RT PIERCE UTi I� T I ES AUTHOR I TY PROJECT_ WASTEWATER F❑RT P I ERCE UTILITIES AUTHORITY ST❑�RMWATER RUNOFF WILL BE DETAINED I N AN ON -SITE DRY DETENTION AREA C[)NTAINr3 NG 14 768.85 SO • FT , (0.339 ACRES �R=� .�.._: WITH A BLEED DOWN OUTFALL & OVERFLOW DISCHARGE TO SELVITZ ROAD SWAL.E, A = 09'24'45" SITE DATA: SQ . FT ACRES % WATER QUALITY AND QUANTITY TREATMENT WILL BE IN ACCORDANCE WITH SFWMD - 660' R = 1870.08' VOLUME Iv, L = 307.2 2' T❑TAL AREA 167 , 288 3,840 100 , 0 0 ........,. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) FLOOD 'Now IMPERVI❑US AREA: INS6RANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE 'X COMMUNITY BUILDING COVERAGE 4,212 0, 097 2,52 PANEL # 120287 028 OF DATED 8-19-91 , BASE ELEVATION: N/A ~ ',"Wow" w" -" .-- PAVEMENT & SIDEWALKS 54,583 1.253 32,63 MIDWAY ROAD (C.R, 712 t DEVELOPMENT SCHEDULE: T❑TAL IMPERVIOUS AREA 58.,795 1,350 35,15 (80 R/W) BEGIN CONSTRUCTION: SEPTEMBER 1998 .4 FUTURE RIGHT-OF-WAY SKETCH OF DESCRIPTION SCALE 1 "=1 OO' PERVIOUS AREA (OPEN SPACE) 108,493 2,490 64.85 END CONSTRUCTION: 120 DAYS DRIVEWAY LOCATION MAP CAD DWG 98186SP SCALE 1=200 J�FLAH T, REGFRN�SCI31443E L_/ SIGN LEGEND PROPOSED SIGNS i T�Ir R1-1 � H DECAP DETAIL FOR SIGNS 3 DO NOT­j mirlin ft5-1 4(p ���� R3-5R 0 W 0 z. wo - PER $1 LUCIE C"rf 08--12-- 98 PER ST. LUCIE COUNTY, 08-.20. 98 PER ST. LUCIE COUNTY 08--27--98 PER ST. LUCIE COUNTY • U z �• Ca 00 d- 1 • W • Lj J � w < Q 0 Q U mCIL 0 LL 0 W • O �t- CL 3 CD '' Ui u Wes.. V 1 ~ _ 0 � 2 W C) V ST, LUCIE ��UN T 8i,r�'�i.DING VIP;,QED FOR Ct•xW 1 iA RE 'EWE 0 8v n c "W O 11�:1r u_ aku a3M 31 N - DRAWN R.W.FI CHECKED J.T.F, DATE 06-10-,98 SCALE 10=30' JOB NO. 98186 SHEET OF SHEETS - 00 00 (N O Of 0- Date Revisions CHG. CPP TO PCP, 09-28-98 REV. CS#2 IN EL. DRAWN R.W.F. CHECKED J,T,F, DATE 06-10-98 SCALE V - 301 JOB NO. 98186 SHEET F SHEETS w,1P 7' MiN. NEWA 4 ELECTWAL CONTROL BOX21 of �p AND WET WELL VALVE BOX & COLOR �, --#:7 W �.r1(gT M IREAiCER t d PL.iAC F 0t N' 1-1/2' SLIP CONDUIT FLANGE USF 7630 N E MA -- 3 R SQUARE — D PLAN VIEW � � a M rM 1 (FIELD INSTALLED) (NOT TO SCALE) 3• CAM ARM LOCKING W. NEVA 4 ELECTRICAL CONTROL MODEL DU221RB, �� ._ _ _ t� _ _ 1, P� - SR START P coNoulr Boot -- WiTH ALUMINUM COVER PANEL AND ALARM SYSTEM FUSED DISCONNECT o RAIL SUPPORT N0N u_ � _�� , � �"�- � sR s c SR t i I DUCT SEAL PADLOCKABLE S' 38' MINIMUM a. .MAX " 1 /2" P.V.C. CONDUIT SCH. 80 " A ©• • LIGHT '� �1� 2" VENT WiTH /' t t 4 x 2 BUSHING ARKSTOR S.S. BUG SCREEN �/ COUPLING WITH v a c EXIST. GROUND ' BRASS NIPPLE p ag. 01 M c RAIL MOUNTING FLANGE "A" WET WELL RIM a 3/4• O • i I i a 3/r BZ rrH1TE 121" `' ° ° �' 1 AMP VH/RED Al 0. p Q -�) _ o 0 2' RESILIENT SEAT GATE VALVE a 1 v p 9 I2 MIN. DUCT SEAL �� " " " " _ T iM� ALARM N M p PUMPOUT CONNEC110N �,; is FLOAT CONTROLS MUST K RA Er 3--1 1 /2" ELECTRICAL -- UFTOUT CABLES -Z FOR 2 AMPS AT 115 VDL S ALARM TEST _ CONDUITS 3/16" STAINLESS �_MAI" '`'--TOP HOLDDOW►d • v a NOTE" CONNECT ALL GREEN SLRI GROJNE BAD CONTROL MOUNTING BRACKET (SST) TO BE FiELD INSTALLED 'A`� PVC BENDS a WIRES TC 19 WHITE LOCATE ADJACENT TO THE CONTROL PANEL%PEDISTAL GATE VALVE ° SLR2 W SWEEP AND OPPOSITE THE INFLUENT UNE V 9 BZ - ALARM BUZZER ".i" DISCHARGE FLANGES " i ADAPTAFLEX INLET 'P' - I i TOC - THERMAL OVERLOAD CONTACT FITTING —FIELD INSTALLED "L" FORCE MAIN DIAMETER PUMP STATION PLAN VIEW PUMPOUT CONNECTION a I I H F - FLASHER 1 ov R_ RIDE ` AL - RED ALARM LIGHT 72"0-ILI SR - STARTING RELAY RED M TDC SLR1 & 2 SEAL LEAK RELAYS B INFLUENT iNV, "J" DISCHARGE PIPING "C" "K" GUIDE RAILS FIBERGLASS "" D BOTTOM HOLDDOWN "E" LEAD PUMP "ON" GUiDE PLATE CHECK VALVE ac "F" PUMPS "OFF" DISCONNECT ASSY. 12MIN j Fiberglass reinforced polyester resin, 6" MiN i 3/8" min wall thickness. Gelcoated surfaces to seal fibers, 120 pcf "G" WET WELL INV. load rating of S.F.2 J ^ (a 8" MI Anti flotation slab O O O 000o c ao o a ® c caaa c oc, a aao® o ao a oaoa o aas ooa'oo ao a a® o C*Oo D o c o ®ao 00 0 0 CDaa o a o COMPACTED 3/4' cRAVEL (MIN.) ) SECTION VIEW a" MYERS VYGL 20 GRINDER PUMP A GRADE 19.00 FT NAVD B INFLUENT INVERT 15.50 FT NAVD C ALARM 15.25 FT NAVD D LAG PUMP ON 14.75 FT NAVD E LEAD PUMP ON 14.50 FT NAVD F PUMPS OFF 14.25 FT NAVD G WET WELL INVERT 13.00 FT NAVD H WET WELL DIAMETER 48 iN J DISCHARGE DIAMETER 1 1 4 IN K GUIDE RAIL DIAMETER 1 iN L FORCE MAIN DIAMETER 2 IN M FORCE MAIN COVER 30 IN N DISCHARGE PIPE C L 31 IN P INFLUENT DIAMETER 6 IN 101 PUMPOUT CONNECTION 3 IN a a a M1 Y1 - YELLOW RUN LIGHT PUMP 1 r ti L_ YI w;T"t Q MI - PUMP 1 CONTACTOR a Q BLu/aED R1 & R2 - RED SEAL LEAK LIGHTS a • d r .- a d Y PCVER Pt1MP i M1 2 OR - OVERRIDE RELAY �lQlar-10 ° Q IFa AR - ALTERNATOR RELAY ON oe --- _z ywyaAR M2 - PUMP 2 CONTACTOR c TOC Y2 - YELLOW RUN LIGHT PUMP 2 a L { PLW OF F ry .. • X � �� 4 �, 4 G Ci— PUMP" N / OFF' � AY Y2 CD — l_1 ON a YEL/RED e - CONDUIT BODY 01 � ^ A CD 00 �-- W/DUCT S EAL , , . ALARM 1 Y Ur . to 13 POVER PIMP Rl v G OWE � ` SLR2 tc 4 G e a° FINSH GRADE EtrcTRtf%k1 NOTEs 2 HP, 3450 RPM, 1 PHASE, 230 VOLT, 60H Z < /\/\/\/\/ \/ xx" \\ \\� \�/\\/ �\\// /�\� " �' TDH 5 1 2 IMPELLER, . 32 GPM __ __._ t .. // /�\%/��j\�� /� ��\���//\�/ / \//� \/ �,\��\,�� ,\�\ a THE ELECTRICAL INSTALLATION � �-, 1 LLA IONrS STATE, NEC., AND NESC. COa c S ' ► WITH BE N ACCORDANCE W LOCAL, NOTES: NOTES-6- ° a 4 4 ° a 2) ALL CONDUCTS SHALL ENTER rE FROM THE BOTrG`M. 1. INLET HUB TO BE LOCATED & INSTALLED IN THE FIELD `R. i CONTROL PANEL FOR THE STATION SHALL BE EQUIPPED WITH A ,� ° ° ° ° ..._.. � 3 TERMINAL TIGHTENING REQUIREP:_`,JS FOR INCOMING POWER AND GROUNDS EMERGENCY GENERATOR RECEPTACLE, PHASE PROTECTIONSURGE ARE AS FOLLOWS: 2. FLOAT LEVELS TO BE SET IN THE FIELD BY INSTALLED CAPACITORS, AND AUTOMATIC ALTERNATING CIRCUITRY,' 1 1 /2" ELECTRICAL CONDUITS 35lb—in for 18—#10 AWG TO GRINDER STATION 40Ib—in for 8 AWG ;6—#4 3. TOP OF COVER TO BE 4" MIN. ABOVE GROUND. GROUt,�D TO SLOPE TO DIRECT RUN AWAY FROM h STATION. 2 , THE CONTROL PANEL AND THE WET WELL SHALL BE PADLOCKED . 451b—in for AWG AWAY FROM STATION --OFF _ 4) TERMINAL TIGHTENING REQUIREMENTS FOR PUMP CONTROL CABLES AND FLOATS ARE 20l b — i n . 1 7 - - _ATE A -- SINGLE PHASE DUPLE. / — FILE — SINGLE PHASE DUPLEX — -- SINGLE PHASE DUPLEX — — -- SINGLE PHASE DUPLEX CADC NAME WATER & WASTEWATER GRINDER SYSTEM _ CACD . O E ',,AVE WATER & WASTEWATER GRINDER SYSTEM — WATER & WASTEWATER CA FILE NAM GRINDER SYSTEM _ WATER & WASTEWATER - . A F GRINDER SYSTEM _ CONSTRUCTION STANDARDS GRINDER PUMP STATIO�=' "''` NuoEp CONSTRUCTION STANDARDS GRINDER PUMP STATION aRAWING NUMBER. CONlSTRUCTiON STANDARDS CONTROL PANEL DrAWING N`M R: CONSTRUCTION STANDARDS CONTROL SCHEMATIC DIAGRAM DWING NUMBER 3 Max. -- Depth Of Sawcut J_ 0" Min. 5" Max. �— Cr Max. TYPE F Scwcots st)ould be avoided within valley gutter and within curb and gutter endings. MV TRACTOV JOINT IN CURB AND CUTTER a CL Std. �o 6" Alin. B" TYPE F * When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement. The thickness of the lip shall be 6", unless otherwise shown on plans. Note: For use adjacent to concrete or flexible pavement, concrete shown. For details depicting usage adjacent to flexible pavement, see diagram right. Expansion joint, preformed joint filler and joint seal are required between curb & gutter and concrete pavement only, see diagram right. (CONCRETE aIRB AND GU"ER 4" M;n. 5" Max. 5" Max. , for J" Holes I----•-1 T�- 2" Min. .3" "` # Pitch Optional No. 4 Bars, le Long ' Max. \ R • � (Two Per Guard) Cast Or Rubbed WNCRETE BUMPER WARD CAD DWG 98186LS Slope To Fit Driveway I Note: To be po;d for os parent curb. DROP CURB 8" 6" Depth Of Sawcut Joint Sea/ 31 Min. ") TYPED COnC. P N • CONTRACTION - fJoint Anf' Preformed Jo;r' � 'e- "NT IN CURB TYPE D Note: For use adjacent to .concrete or flexible pavement, concrete vow-. Expansion Joint, preformed joint filler and joint seal are rea,:-ec between curbs and concrete pavement only, see diagram r;grf. CONCRETE CURB 2" Min., 3" Mox. Surface On Low Side Of Pavement To 8e #"Above Lip Of Gutter. Surface On High Side To Be Flush With Lip Of Curb Or Curb & Gutter. Slope Varies "4 , DO`0_s V 60th h.qh and low sides of pavement, low side shown. CG'R, 8 AND CUTTER AND TYPE A CURB A,I�iA CEN T TO FLEXIBLE PAVEMENT _'�'rt SealO Concrete Pavement Is"Exp. Joint And Preformed Joint Filler❑ _ A.c `-s to Wth Vgt+ and law s'des of pavement, low sic+e shown. EX PANSj1 CW JOINT BETWEEN Cal T TER AND CONCRETE PAVEMENT GENERAL NUJ TES affb#_,"er,,w4j -urp and 'y%u"e- provide - cor--troct'an J:nrs at C Ctnters `max.). Contraction j0;nts adjacent tc concrete aer,erent or 1,omge#^ts and flat curves are to match the pavement _'C'"•s. wit" ^terrrmoo ate ,ioints not to exceed 10` :enters. C ,rt.x#ter om orb & g11"er expansion joints shall be located ;n 3ax110rice rr''^ Sec*•'on of the standard specif'caat`ons. Z. E^cs ^f Cu-.,is 'ypes 8 one C shall transition from fall .to zero ~e'y^•s in 3 -eer. CURB e_c' Gt.,rTTER DETAIL F.D.O.T. INDEX NUMBER 3009 1994 00 0) nFA{1 MI / W O f Q JOSEPH T. FRISCIA, P,E FLA. REG, NO, 31443 DRAWN R,W,F, CHECKED J.T.F. DATE 08-27-98 SCALE AS NOTED JOB NO. 98186 SHEET 3 OF SHEETS co co 3 Q 1 c� a cn < Z Q V) J a- � W 00 .� 0 0 SHEET A-1 COMM. N0. 98039 � 9 SEP W a WATER PLUMBING FIXTURE SUPPLY H C P--1 HAND 15xl5 ST, STEEL W/ GOOSENECK 0 0 SINK FAUCET COMPLETE W/ STRAINER P-2 EQ, AM. STAND, EL. CADET, 2108.408 H,C. W.C. WHITE, W/ WHITE OPEN FRONT SEAT 0 P-3 LAV EQUAL AM. STAND, PENLYN, WHITE, W/ 0 0 RELIANT 2385,332 FAUCET SET CDMP, HEAVY DUTY WALL HANGER PROVIDE HC HANDLES IN HC RLSTROOMS P-4 W.C. EQ, AM, STAND. EL. CADET, 2812.053 0 WHITE, W/ WHITE OPEN FRONT SEAT P-S 30 GAL 30 GAL UNDERCOUNTER WATER HEATER 0 WATER HTR W/DBL ELEMENT 8& 10 YR WARRANTY P-6 JAN, E.L. MUSTEE MODEL 63 COMPLETE 0 0 SINK W/ FAUCET, HOSE, & MOP HANGER P-7 P-8 URINAL U EQ. AM, STAND, ALLBROOK 1.0 URNINAL 0 WHITE, W/ SLOAN ROYAL 186-1 VALVE F.S. = FLOOR SINK - 1/2 GRATE LIGHT DUTY - MED. SUMP F.D, = FLOOR DRAIN - BRASS SQUARE PLATE NOTE PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS AND FLOOR SINKS AS REQUIRED. FOUNDATION NOTES, PLUMBING NOTES, ALL FIXTURES 'OR APPROVED EQUAL' SUPPLY SPEC, DATA NO SUBSTITUTIONS WIO PRIOR APPROVAL, NOTE, SUPPLY ALL FAUCETS, STRAINERS, BASKETS, ETC. FOR COMPLETE ASSEMBLY, ALL HOT WATER PIPES ABOVE GRADE TO BE INSULATED. INSULATE HOT WATER & DRAINS C H,C, BATHS, ALL FIXTURES IN H.C. RESTROOMS TO COMPLY WITH ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS. GENERAL PLUMBING NOTES+ IN GENERAL ALL WORK OF THIS TRADE MUST COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL CODES IN EFFECT. ALL NOSE BIBBS SHALL BE PROVIDED WITH VACUUM BREAKERS AND SHUT OFF VALVES, ALL OUTSIDE CLEANOUTS SHALL BE BROUGHT TO GRADE WITH COVER, PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE L, ALL OTHER WATER PIPING SHALL BE COPPER TYPE M. ALL FLO13RDRAINS AND FLOORSINKS SHALL BE SELF PRIMING TYPE. ALL WATER TO ICE MAKER AND ALL OTHER FOOD TO GO EQUIPMENT SHALL BE FILTERED, SEE PLAN FOR FILTER LOCATION. 6. ALL BOLTS AND NUTS SHALL BE GALVANIZED STEEL A-325, 1, ALL CONCRETE FOR SLABS AND FOUNDATIONS SHALL DEVELOP A MINIMUM 7, SEE SOILS REPORT FOR COMPACTION RECKJIREMENTS AND RECOMMENDATIONS COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. PROVIDE TEST RESULTS. BY TESTING LAB. SOILS TEST PROVIDED BY G.C. 2. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL DEVELOP A MINIMUM 8. WORK SHALL CONFORM TO ALL CODES AND ORDINANCES. COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. PROVIDE TEST RESULTS. 9, POISON SOIL UNDER ALL SLAB AREAS WITH IN 24 HRS OF POUR BY 3. ALL REINFORCEMENT STEEL SHALL BE DEFORMED BARS WITH TENSILE STRENGTH LICENCED APPLICATOR, OF 60,000 PSI. 10, PROVIDE 6 ML VISQUEEN VAPOR BARRIER UNDER ALL CONCRETE SLABS. 4. REINFORCEMENT STEEL SHALL HAVE THE FOLLOWING CLEARANCES, 11, ALL STEEL STRUCTURAL MEMBERS OR CONNECTIONS THAT ARE BELOW GRADE 3' AGAINST SOIL SHALL BE COATED WITH BITUMASTIC PRIOR TO BACKFILLING. 2' AGAINST WEATHER 1' AGAINST RE -BAR 12, FOUNDATION DESIGN BASED ON 2500 PSF, VERIFY AND PROVIDE 5. ALL STEEL AND STEEL CONNECTIONS SHALL BE A-36. TEST RESULTS TO ARCHITECT PRIOR TO PLACING SLAB, TYPICALI ALL HOSE BIBS SHALL HAVE ATMOSPHERIC VACUUM BREAKER l' VALVE 3/4' TO HB AT VACUUM IN BOX JIL3'p VTR e f f3 \ LAV -3 JIL2' VTR PLUMBING RISER DIAGRAM NTS SAFE WASTE UAKITi rTv„ 2 #5 DIA BARS CONT FILL CELLS W/ 3000 PSI CONC TYPICAL 6 #5 DIA BARS W/ 4 #5 DIA BARS W/ #3 TIES AT 12' ❑C #3 TIES AT 12' OC TYP TYP co co 160 120 04 0 0 0 4 4'x4'x3/8' STL. CAL. 1 #5 DIA BARS CONT W/ 12'x12'x3/4' BASE - PLATE AND 4 3/4' FILL CELL W/ 3000 PSI CONC ANCHOR BOLTS TYPICAL TOP PLATE 7 1/2'x12' ( � W/ (2) 3/4' STUDS ol OD 8#5 DIA CONT W/ ( � 0 0 #3 TIES AT 12' DC 8' 8• 5 0 0 C[ILUN/\ DETAILS 3/4' t, u VERIFY LOCATION OF DRIP SEE CIVIL PLANS SAFE AND ALLOW FOR INSTALLATION [JUNIJA I IUN H L A OF SAME 1/4' = 1'-0' N_ SHEET A-2 COMM. NO. 98039 DOOR SCHEDULE 01 � w a- .-- 1 DOOR FRAME 0 V REMARKS , SIZE MAT'L VIEW WINDOW FIRE LABEL MAT SILL_ W H T DI B 6'-0' 7'-0' 1 3/4' ALUM/GL ALUM ALUM D1 KEY LOCK/CLOSER D2 B '' 12'-09' 7'-0' 1 3/4' S.C. WOOD -` ALUM ALUM D2 KEY LOCK/CLOSER D3 A 3'-0' 6'-8' 1 3/4' S.C. WOOD ------ WOOD D3 KEY LOCK D4 - BY COOLER COMPANY MTL, INSUL. D4 SEE PLANS D5 - BY COOLER COMPANY MTL, INSUL. D5 D6 A 3'-0' 6'-8' 1 3/4' S.C, WOOD ---- WOOD D6 PASSAGE LK & CLOSER ' D7 A 3'-0' 6'-8' 1 3/4' S.C. WOOD WOOD D7 PRIVACY LK/CLOSER D8 A 3'-0' 6'-8 1 3/4' S,C. WOOD WOOD D8 PRIVACY LK/CLOSER D9 A 3'-0' 6'-8' 1 3/4' S.C. WOOD WOOD D9 KEY LOCK D10 A 3'-0' 6'-8' 1 3/4' S.C. WOOD WOOD D10 KEY LOCK D11 A 3'-0' 6'-8' 1 3/4' S.C. WOOD WOOD D11 PASSAGE LOCK D12 C 4'-0' 6'-8' GALV STEEL GALV STEEL D12 KEY LOCK PROVIDE COMPLETE ASSEMBLIES INCLUD, ALL WEATHERSTRIPPING, SILENCERS, STOPS ETC. ALL WOOD DOORS TO BE PAINT GRADE ALL H, MTL. DOORS TO BE INSULATED SEE ELECTRIC PLA4, F'OR ELECTRIC LOCK LOCATIONS AND SWITCHES ALL HARDWARE TO BE SCHLAGE OR EQ, MEDIUM DUTY,COMMERCIAL GRADE. VERIFY ��,. HARDWARE SELECTIONS W/ ARCH,, OWNER SUBMIT CUT SHEETS FOR APPROVAL MUST COMPLY W/ A.D.A. ALL INTERIOR DOORS ,TO BE PAINTED (VERIFY COLOR) DOORS EQUAL 'W5AM AUTOMATED ENTRANCE SYSTEMS, INC. BOCA RATON FLORIDA, / / D21 1-800-37�.-�6989, POWER -GLIDE AMD 2-12'. -FULL BREAK OUT PACKAGTE t} MEET EGRESS REQUIREMENTS, PROVIDE SHOP DRAWINGS FOR APPROVAL, WHITE FRAME, D11 SIMILAR D2 BUT PGAMD-7 DOOR D121 EWAL ATLAS ROLL-LITE THERMAL -DOOR INSULATED, GALV STL SLATS, TYPE T-3, U-VALUE ,16, WINDLOAD DESIGNED FOR 29 PSF, INTEGRAL TERWOVEN NEOPRENE ASTRAGAL AT THE BOTTOM BAR, CHAIN OPERATED, FACE OF WALL INSTALLATION, HAND CHAIN LOCK, 1-407-857-0680 A FINISH HARDWARE ALLOWANCES; 1500.00 MATERIAL ONLY r' ' PROVIDE SPEC SHEETS SEE NOTES 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 T P B-165 18X34 /- MIRROR BY BOBRICK w U L LA_ 0 x d � Z D 11 15' 42' & 36' GRAB BARS 1 1 /200 1 1 /2' FROM WALL TYP, WALL HUNG LAV 0 • � a 00 PROVIDE GRAY PREMOLDED 19 WATER / DRAIN INSULATION TO MEET A.D.A. REQUIREMENTS i HC RESTROOM A3 3/80 1.4-0a N P-1 nnp 1/4' - 1'-0' F_ - - - - -1 e— w I . f c% 'r r— r— o FINISH SCHEDULE NEI FLOOR BASE WALLS TRIM'CEILING HT REMARKS NOTES 1 2 3 4 S 6 7 819 10 1112 13 14 15 16 17 18 19 20 21 2 NOTES 3 - 56.00/SF LABOR & MAT Q r � 17 - PBW 173 _j 0 21 - WHITE FISSURED IN z N A � �3 x x BLK MTV GRID A O A � H ¢ � 0>- N N Lj W ~ J W- W M d 2 a. � W V � �� 0-X W � W � O .J.. a r-+ � J >- Q � Q � F- 5- A F- H- z W W Z CL H WN a. J Q_ J � E Q l� Q o M Q! Q W W z � J Z � A � O Z.�. D Q MARK NAME w a Q Z � 3�� p° a W Z Z `" W '" a� �n 3 � � �a o a 0 s SEE NOTES TYPICAL � vWi o> � z cW.� z z�� w 101 SALES Q Q Q Q 0 9'-6' 102 WOMEN O 10 O O O 1 8'-0' SEE BATH ELEVS, 103 MEN O O Q O Q g''p' 104 CORRIDOR O O Q O O 8'-0' 105 ELECTRICAL ROOM Q O Q O Q 9'-6' 106 WORKROOM O O O O O 9'-6' 107 ❑FFICE Q Q 101 0 Q 9'-6' 108 COOLER Q BY COOLER COMPANY SEE DETAIL FOR FASCIA 109 CHECK OUT Q Q Q Q Q 9'-6' 110 SUBWAY AREA O O 01 O O 9'-6' SEE SUPP, SUBWAY DRWGS, ALL COLOR SELECTIONS BY OWNER a NO PLYWOOD BACKING VERFIY COOLER FINISH DETAILS WITH COOLER MFG, - COOLER COLOR TO MATCH WALLS ACOUSTIC TILE ARMSTRONG 2'X2' & 2'X4' WHITE FISSURED IN BLACK GRID TYPICAL SEE PLANS FOR ADDITIONAL INFORMATION TYPICAL ALL MARLITE INSTALLATIONS TO INCLUDE ALL TRIM - COLOR OFF WHITE SUPPLY SAMPLE DATA. PROVIDE MARLITE PANELS TO 4' BEHIND JAN SINK IN JAN CLOSET, SIDE WALLS ALSO ALTERNATE NO, 1 PROVIDE CERAMIC TILE BASE IN SALES AREA, SUBWAY AND HALL TO RESTROOMS IN LIEU OF COVE BASE, ALTERNATE NO, 2 PROVIDE 1/2' G.B. LAMINATED ON FRONT FACE OF COOLER WITH DOORS MOUNTED AT FACE, SUBWAY EQUIPMENT LIST (D WALL SHELVING 2 SODA STORAGE 3 CUP HOLDER 4 FOOD WARMER 5 DUKE FRONT COUNTER 6 SODA COUNTER 7 CASH REGISTER 8 MICRQWAVE 9 BACK COUNTER W/ SINK 10 SODA MACHINE 11 12 NEMCO 13 S/S WORK TABLE 14 FREEZER 15 STORAGE SHELVES 16 SAFE 17 ICE MACHINE 18 SINK 19 WARMER UNIT 20 BACK COUNTER 21 BACK COUNTER 22 BAKING EVEN 23 BREAD RACK 24 BACK LIGHTED MENU BOARD PLAN KEY 1 MICROWAVE 2 3 ICE MAKER 4 5 COFFEE MAKER 6 8 HEAD FOUNTAIN DRINKS W/ ICE DISPENSER 7 8 GOURMET COFFEE 9 DISPLAY SHELVING 10 LOW DISPLAY SHELVING 11 COOLER 12 FREEZER 13 CONDIMENT TABLE 14 TRASH COUNTER 15 JANITOR'S SINK 16 TACCII SAFE 17 SLUSHIE 18 WATER PURIFIER 19 WATER HEATER 20 SINK COUNTER 21 22 ST- LUCtE COUNTY -FT. PIERCE F IRE DISTRICT Z I:VIgWDFnRC()MPI,IANCE #R A AN D S["RJF.C_ TT__= pTN�l�_F�EInINSPF,CTInN El' INN—NAY�F� DATE: io_ 2.2.- compliane%o to: t. NY.P.A. tat 2. Standard.,..Building C-ode:p 3. State Fire Marshal Rules 4• Local Fire Codes Sr'L A T TA, 1-4LY r. n r, M V '11L IV MAN&, Z d o � ¢N 0 p z z LL° Uj Z _< U � a < w Q �tl F m CD �m Q WI vm = v �m cc w� 3a a M� Q C= 0 J no v� V LJ Lnn�n pL�J I� � a r a ;i: Lal fIJ V on 00 r� 0� o as w a w V) d cV a- OC N © W O J t� t0 li W SHEET COMM. NO. 0 9 Inm � I(N1JH ZSUHLIJULL .D I U W P4r_M III MC_Ur_JJ CIG RACKS SECURELY SUSPENDED FOR STRUCTURE ABOVE ----♦- UBWAY TO REAR DOORS OF DISPLAY CAB To BE SLIDERS WITH LOCKS HALLWAY 7 MICA CAB J DOORS ON MICA CABINETS (D—E E �VATI❑N f-of PAINT SPECIFICATIONS, (D ELEVATIDN 4 3/811 = 1'-0' (WHERE APPLICABLE) 4SH CONTAINER -BIND TOP HINGED .AP' TYPE DOOR, DVIDE SIDE HINGED BINET DOOR FOR qSH REMOVAL NOTE, CONTRACTOR TO VERIFY ALL FINISHES / COLORS WITH TENANT PRIOR TO PAINTING. EXTERIOR WOOD PAINTED 1 COAT MOORWHITE PRIMER (100) AND 2 COATS MOORGLO LATEX HOUSE & TRIM PAINT (096) ",EXTERIOR FERROUS METAL 1 COAT IRONCLAD RETARDO RUST INHIBITIVE .FAINT (163) AND 2 COATS MOORGLO LATEX - HOUSE & TRIM PAINT (096) LE TERIOR MASONRY 1 COAT MOORWHITE PRIMER,' (100) AND 2 COATS •" MOORGARD LATEX HOUSE PAINT -'(103) INTERIOR WOOD TRIM 1 -COAT MOORE'S ALKYD ENAMEL UNDERBODY (2t7) AND 2 COATS REGAL AQUAGLO (333) PLASTER & DRYWALL 1 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 STAINED 1 COAT BENWOOD PASTE WOOD FILLER, TINTED TO SHADE OF THE STAINS 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), N PP-P-1 FrTF1� GYP BD 8,_0. GYP BD 8,_0. rF-Tl TNT PI AN Cy) ELEVATION 2 3/8' = 1'-0' DISPLAY COUNTER WITH MICA SHELVES ON 45' ANGLE FOR DISPLAY OF ITEMS WITH FRONT LIP CABINET NOTES DISPLAY CABINETS WITH GLASS SHELF VERIFY WITH OWNER ON BASE OF CABINETS CABINETS SHOWN ARE SCHEMATIC IN NATURE. CABINET CONTRACTOR TO VERIFY EQUIPMENT SIZES AND REQUIRMENTS W/ OWNER AND SUBMIT SHOP DRAWINGS FOR REVIEW BY ARCHITECT AND OWNER PRIOR TO FABRICATION, ALL HARDWARE TO BE OF BETTER THEN AVERAGE GRADES AND TO BE SELECTED BY OWNER. TRANSACTION COUNTER, COLORS TO BE SELECTED. PROVIDE TILE BASE ALL SIDES. INTERIOR TO HAVE OPEN SHELVING, EXTERIOR SHELVING TO BE RECESSED UNDER COUNTER TYPICAL. VERIFY UNDERCOUNTER REQUIREMENTS, GLASS CABN'T LIGHTING, SHELVING ETC, WITH TENANT / OWNER PRIOR TO PRODUCING SHOP DRAWINGS TYPICAL, CONDIMENT COUNTER: COLORS TO BE SELECTED, PROVIDE TILE BASE ALL SIDES. PROVIDE TRASH, CUT OUTS AND RECESSES AS DIRECTED BY TENANT, VERIFY REQM'TS W/ TENANT / OWNER PRIOR TO PRODUCING SHOP DRAWINGS TYPICAL. 3 C.L� V f-1 I iLilN 3/8' = 1'-0' WIDE DOORS ' ' ' Dt'1JI= L_ I L_ V I 1 U I V ON BASE OF CABINETS j _ ,- 3/8 1 0 Z d c'� �MW N cc 0 00 Z z LL UJz° � U� 6 w li �I F m CD � p a W F <' as i z(a) �m v cc W� 3b 00 00 I cc�c I 0 o cn Lw SHEET VENTS 8" EACH SIDE OF DOWNSPOUTS TYPICAL � Comm N0. 98039 C V 9 SEP � z d am Op zZ i� UJ Z _< U< 3� < w OD F a m � w vm V s 30 00 rn n © rn SHEET A-5 COMM. N0. 98039 0 9 SEP U ao Z as I? 3 � C � o cn F SHEET A-6 M A �1 � Q o 3 Q 0 LLJ u w CL o� El Z d o °VW � ccN Oo Z z LLV w Z =� MA � W �I m CD CO J 0 Q W on a = V 0CD w 00 rn ti � d © 4 tJ� I A-8 ___ I I COMM. NO. 98039 0 9 vro Im a TES. - LABOR & MATERIAL SUPPLIED BY G.C. UNLESS NOTED OTHERWISE. -- INSTALLATION OF MATERIAL BY G.C. UNLESS NOTED OTHERWISE. - ALL DIMENSIONS TO BE VERIFIED BY G.C. ON SITE, - DECOR SPECIFICATIONS ARE TO BE SUBWAYS ''MILFORD" SCHEME. SEE ADDITIONAL DRAWINGS PREPARED BY SUBWAY WORLD FRANCHISE HEADQUARTERS FOR ADDITIONAL INFORMATION TYPICAL ELECTRICAL NOTES► ALL LIGHTING TO BE SUPPLIED AND INSTALLED BY C-STORE CONTRACTOR, VERIFY EXACT LOCATION AND HGT. OF PHONE OUTLET W/ FRANCHISEE. CONTRACTOR TO VERIFY PHONE ENTRANCE AND PROVIDE CONDUIT AS NECESSARY, E, CONTRACTOR TO VERIFY ALL EQUIPMENT REQUIREMENTS W/ SUBWAY / FRANCHISEE PRIOR TO INSTALLATION. C-STORE CONTRACTOR TO INSTALL PANEL 'D', FEEDS AND LIGHTING CKTS. -- ALL BREAKERS AND ELECT, FROM PANEL OUT BY SUBWAY E. CONTRACTOR, ALL OUTLETS MEASURED TO THE BOTT, OF THE ELECT, BOX TYP, LIGHT FIXTURE SCHEDULE MARK DESCRIPTION A CAPRI R10-RMA101 100 W A19 B CAPRI VIS100I12CG 1-100 W C PROGRESS P6000-30WB 2-6V,7,2W T-5 D FUHRY 918WH 2-60W E PROGRESS P6018-30WB 2-15W T6 I.F, 140V ►-1"I 1Lav-i'o�Z-LUZ-r1 G THOMAS WLI7MHMTNLP 1-175V MH H DAYBRIGHT 2TG-432-01-EB 4-40W L DAYBRITE SG143-MFS02A 3-40W RS M DAYBRITE OWN 240 2-40W RS N DAYBRITE 2TG440-01 4-40W RS ❑ DAYBRITE TTG240-01 2-40W RS P PROGRESS P5511-16 i-60W ALL FIXTURE SUBSTITUTIONS MUST BE APPROVED, 0J# BOX FOR ELECT ALL ELEMENTS OF BE SUPPLIED & INS MANUFACTURER, CEILING MTD RECESSED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE VERIFY HEIGHT CEILING MTD LIGHT FIXTURE SINGLE POLE SWITCH 120V VERIFY HEIGHT SINGLE POLE SWITCH 120V � 3-WAY, VERIFY HEIGHT SINGLE PALE SWITCH 120V PULL CHAING, VERIFY HEIGHT P WALL OUTLET 120V VERIFY HEIGHT �{ 1/2 HST WALL OUTLET, 120V t{ VERIFY HEIGHT SA WALL OUTLET SHOWING 44 AMPERAGE & HEIGHT QQ FLOOR OUTLET WALL OUTLET 208V VERIFY HEIGHT AND AMPERAGE D WALL TEL OUTLET VERIFY HEIGHT �I WALL MTD EXIT LIGHT � CEILING MTD EXHAUST FAN NS NON SWITCHED FROM CKT INDICATED NOTE: EM, SHUT OFF SWITCH SHUNT TRIP TO CONTROL PANEL 'B' INCLUDING NEUTRALS. PROVIDE PLAQUE INDICATING EM, SWITCH AS REQUIRED BY CODE. i r i r , 1 F TC#1 ! C14J6 { LOOP 1'C TO EACH DISP FOR INTERCOM SPEAKER r PROVIDE 1' DISPENSER FOR CREDIT FADERS. VERIFY WITH PETRO CONTACTOR EXACT REQUIREMENTI t I W/ LOCKING DEVICE --� DUCT SENSORS TYP, r- I r- (-\ -r n T (-\ A i r-- f n n n n I A K I 1 / 4' = 1' --0' LOAD SUMMARY 70% NEUTRAL CONVENIENCE STOREi PANEL A INCL 'E' Zq 4 A 20(v A PANEL B 125 A 88 A PANEL D 74 A 5(v A PANEL C 98 A 69 A 5� �o A A 19 A 350 MCM THW CU = 310 X 2 = 620 A 4/0 THW CU = 230 X 2 = 4(00 A NEUTRAL 'J' BOX FOR ELECT DOOR RELEASE ALL ELEMENTS OF THIS SYSTEM TO BE SUPPLIED & INSTALLED BY DOOR MANUFACTURER, 4#3 THW CU, #8 GRND IN 1 1/2' C 4-#Z./0, #4, GND MD 2` C, -1-#3/0 CU H B 1Ln CONNECTION IN WIREWAY USING ILSCO PTA TAP WHICH BOND ALL 4 CONDUCTORS AND NEUTRAL IN PARALLEL. FMIN 12'X8''XLENGTH AS REQUIRED VP GUTTER 'B' 'D' 'A' 3150 3100 3 5� 200 100 400 BOND TO C.W. PIPE AND FOOTER STEEL 5/8`OX10'L DRIVEN GRND ROD 'C' 31 0 200 W / 4 -* Z./ 0, 13/0 GRND IN EACH 4#3 THW CU, #8 GRND IN 1 1/20 C (2) 3'C W/ 3-350 MCM THW CU, 1-4/0 NEUT IN EACH ELECTRICAL RISER LIGHTING. THE OTHER IS FOR CANOPY AND SIGN LIGHTING. 1' C TO TE L 10C TO TANK MONITORING SERVICE SYSTEM, VERIFY # AND VERIYF LOCATION SIZE WITH MANUFACTURER BEFORE BEGINNING PRIOR TO INSTALLATION. CONSTRUCTIOIN PROVIDE VC TO ABOVE CEILING D IAGRAM N.S MANUAL OVER RIDE SWITCH ON EACH PHOTO CELL NOTEi 3/4' C TO EACH, LIGHT, DISPENSER, W/ 'Y' SEALS LEFT UNSEALED EACH END UNTIL ALL CONTROL WIRING IS INSTALLED, THEN SEAL. ALL CONDUITS WHICH PASS THRUOUGH HAZARDOS AREAS SHALL HAVE SEAL OFFS, AC-1 AC-2 S 7.5 T 3 100 X 3#4, #10 GRND., 1 1/4' C. SUBWAY IC' 'D' _ 120/208J 120/208V tG if 30 4W 30 4W 120/208V 2� 100A 30 4W Loi l G�bI1 4-#1/0, #6 GND 4-#31 #, GRND, 2& C. 1 1/2' C. PHOTO CELLS 7.5 T El 3 100 X OVER RIDE I` 3#4. #10 GRND, SWITCHES 1 1/4C, TC ' A' ' B' T C Lj I20/208V 30 4W 120/208V 30 4W LTG CONTACTORS 400A 200A POLES AS REQUIRED 4-#2/0, #.'I- GND 2' C, ER I �♦� �N 0 p IL W Z 3:a.( U n W 4e m Q W a a cc w *' 3a co I co CC Q I © Ofc� rn SHEET A-9 COMM. N0. 98039 Z IL 0 00 CD Z Z LLV ui z =� U< 34 W m Q < WCLt� 2 x ao 0 v W10 OD c) ao � � •c I Q 4 HEET A 10 ,% mm v NO. 98039 t sw 0 Fz ti 1v e7, N� 4, t5k IV Z'�L' �l l �A_ so ;it 11 1.*- 4 zzzz zv 4 rF I I • it 77 16 PLUM"UNG'. XTURE, 104, P-1 15xl5, TEEL 'ST s1 w FAUCET Crl"PLETE W RA ull EQ. AM, STAND. L. CADET, 2108.4018 P-2 Ho C. V,C, WHITE., w/ WHITE OPEN FRONT SEAT' P-3 LAV EQUAL AM, STAND.. PENLYNW/ ., WHITE, RELIANT 2385,332 FAUCET SET CGMP# HEAVY DUTY WALL HANGER PR13VIDE HC HANDLES IN HC RESTROOMS P-4 W.C. EQ. AM, STAND, EL, CADET, 2812,053 WHITE., W/ WHITE OPEN FRONT SEAT P-5 30 GAL 30 GAL UNDERCOUNTER WATER HEATER WATER HTR W/DBL ELEMENT & 10 YR WARRANTY P-6 JAN. E.L. MIJSTEE MODEL 63 COMPLETE SINK W/ FAUCET., HOSE.. & MOP HANGER P-7 P-8 URINAL EQ. AM, STAND, ALLBROOK 1.0 URNINAL WHITE, W/ SLOAN ROYAL 186-1 VALVE F.S. = FLOOR SINK — 1/2 GRATE LIGHT DUTY — MED, SUMP F.D. — FLOOR DRAIN — BRASS SQUARE PLATE NOTE, PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS AND FLOOR SINKS AS REQUIRED.CD 0000'000e 30 8#5 DIA CONT W1 3& 3 0 FOUNDATION NOTES, 1. 2. 3. 4. 5: -i L VTR K #3 TIES AT 12" OC 2& 0 0 88 3 3 3* 3 r 6. ALL BOLTS AND NUTS SHALL BE GALVANIZED STEEL A-325, 3 rn1 —0" . e, -AA SHALL DEVELOP A MINIMUM 7. SEE SOILS REPORT FUR COMPACTION REQUIREMENTS AND RECOMMENDATIONS 3* WE WASTE8` i s ALL CONCRETE FOR SLABS AND FOUNDATIONS COMPRESSIVE STRENGTH Of 3000 PSI IN 28 DAYS. PROVIDE TEST RESULTS. BY TESTING LAB. SOILS TEST PROVIDED BY G.C. 3# HAND SINK 3p FS 3' FS WORK SHALL CONFORM TO ALL CODES AND ORDINANCES, ALL CONCRETE FOR COLUMNS AND BEAMS SHALL DEVELOP A MINIMUM 8. 4# r 3# 3'r COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. PROVIDE TEST RESULTS. 5 91 POISON SOIL UNDER ALL SLAB AREAS WITH IN 24 HRS OF P13UR BY LT co ALL REINFORCEMENT STEEL SHALL BE DEFORMED BARS WITH TENSILE STRENGTH LICENCED APPLICATOR. 3* 6 OF 600000 PSI. 10. PROVIDE 6 ML VISQUEEN VAPOR BARRIER UNDER ALL CONCRETE SLABS. 4 w Y 3 REINFORCEMENT STEEL SHALL HAVE THE FOLLOWING CLEARANCES, 3* FS 11, ALL STEEL STRUCTURAL MEMBERS OR CONNECTIONS THAT ARE BELOW GRADE SAFE WASTE 3* AGAINST SOIL SHALL BE COATED WITH BITUMASTIC PRIOR TO BACKFILLING, 3—COW SK 2'0 AGAINST WEATHER 12, FOUNDATION DESIGN BASED ON 2500 PSF. VERIFY AND PROVIDE 1* AGAINST FS LUMN D E A AGAINST RE —BAR TEST RESULTS TO ARCHITECT PRIOR TO PLACING SLAB. I L ALL STEEL AND STEEL CONNECTIONS SHALL BE A-360„ ` r xh TYPICAb ALL HOSE BIBS SHALL HAVE — ATMOSPHERIC VACUUM BREAKERS CD co CD co Ti*( URINAL AND WATER HEATER /4* RECESS il FIN FL VARIES 7 �D W u < NOV r F <F iT LNow* Ono go go 7- PITCH FIN FL V//ff W, ATfi N SCHEDULE MARK SIZE REINFORCING LENGTH WIDTH DEPTH CONT, 21-00 1 (2) #50 BOTT. & (1) #50 TOP B 31_0lt 31-0f 12' (4) #50 EA. WAY BOTT, C 41-00 31-00 12# (5) #50 EA. WAY BOTT, D 4/_0# 4.#-0f 12# (7) #50 EA. WAY' BOTT, 41-0lf 4t-0s 24' (6) #50 EA. WAY BOT7, F 5/_09 51-00 24' (10) #50 EA. WAY BOTT, CONT. 6/_00 80 (2) #4 CONT BOTT, H 51-0lf 5/-0f 41-00 (10) #50 EA. WAY BOTT.& TOP (6) #50 VERT EA FACE CONT 12' 8` (2) #4 CONT BOTT, 4 DOOR SCHEDULE 0 � <L W °`- >_ �-- DOOR FRAME o' � Q M R RE A KS SIZE MAT`L VIEW ]FIRE WINDOW LABEL MAT SILL W H T Dl B 6'-0' 7'-0' 1 3/4' ALUM/GL ---- --- ALUM ALUM Dl KEY LOCK/CLOSER D2 B 12'-0' 7'-O' 1 3/4' S.C. WOOD ALUM ALUM D2 KEY LOCK/CLOSER D3 A 3'-0' 6'-8' 1 3/4' S.C. WOOD ----- WOOD ---- D3 KEY LOCK D4 - BY COOLER COMPANY MTL. INSUL, D4 SEE PLANS D5 - BY COOLER COMPANY MTL. INSUL. D5 D6 A 3'-0' 6'-8' 1 3/4r S.C. WOOD ---- WOOD ---- D6 PASSAGE LK & CLOSER D7 A 3'-0' 6'-8' 1 3/4' S.C. WOOD WOOD D7 PRIVACY LK/CLOSER D8 A 3'-0' 6'-8' 1 3/4' S.C. WOOD ---- WOOD ---- D8 PRIVACY LK/CLOSER D9 A 3'-0' 6'-8' 1 3/4' S.C, WOOD WOOD D9 KEY LOCK D10 A 3'-0' 6'-8' 1 3/4' S.C, WOOD WOOD --- D10 KEY LOCK D11 A 3'-0' 6'-8' 1 3/4' S.C, WOOD WOOD ----- D11 PASSAGE LOCK D12 C 4'-0' 6'-8' GALV STEEL ----- GALV STEEL D12 KEY LOCK PROVIDE COMPLETE ASSEMBLIES INCLUD, ALL WEATHERSTRIPPING, SILENCERS, STOPS ETC. ALL WOOD DOORS TO BE PAINT GRADE ALL H. MTL, DOORS TO BE INSULATED SEE ELECTRIC PLAN FOR ELECTRIC LOCK LOCATIONS AND SWITCHES ALL HARDWARE TO BE SCHLAGE OR EQ, MEDIUM DUTY COMMERCIAL GRADE. VERIFY HARDWARE SELECTIONS W/ ARCH,, OWNER SUBMIT CUT SHEETS FAIR APPROVAL MUST COMPLY W/ A,D,A, ALL INTERIOR DOORS TO BE PAINTED (VERIFY COLOR) DOORS EQUAL BESAM AUTOMATED ENTRANCE SYSTEMS, INC. BOCA RATON FLORIDA, D21 1-800-371-6989, POWER -GLIDE AMD 2-121, FULL BREAK OUT PACKAGE TO MEET EGRESS REQUIREMENTS. PROVIDE SHOP DRAWINGS FOR APPROVAL, WHITE FRAME. Dil SIMILAR D2 BUT PGAMD-7 DOOR D12t EQUAL ATLAS ROLL-LITE THERMAL -DOOR INSULATED, GALV STL SLATS, TYPE T-3, U-VALUE ,16, WINDLOAD DESIGNED FOR 29 PSF, INTEGRAL TERWOVEN NEOPRENE ASTRAGAL AT THE BOTTOM BAR, CHAIN OPERATED, FACE OF WALL INSTALLATION, HAND CHAIN LOCK, 1-407-857-0680 A 0 FINISH HARDWARE ALLOWANCE S 1,500,00 MATERIAL ONLY FLUSH WD PROVIDE SPEC SHEETS SEE NOTES 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 T P B-165 18X34 MIRROR BY BOBRICK w 42' & 36' GRAB BARS = 1 1/2'0 1 1/2' FROM U WALL TYP. 0 Z WALL HUNG LA V w Li 0' x x i • C' 15-� cv co 1 tU PROVIDE GRAY PREMOLDED 1' -6' WATER / DRAIN INSULATION TO MEET A,D,A, REQUIREMENTS i HC RESTROOM A 3v3ie• _ --o• F L 1111 R 1/4' = 1'-0' f B SEE EXTERIOR F- - - - __1 c GALV STEEL FINISH SCHEDULE NO FLOOR BASE WALLS TRIM CEILING HT REMARKS NOTES 1 2 3 4 5 6 7 8 9 10 1112 13114 15 16 17 18 19 20 21 2 2 3OTEz6,00/SF LABOR & MAT a r ce- 17-PBW173 J a 21 - WHITE FISSURED IN z N A � �3 x x BLK MTL GRID J A � A 1=4W ~ H U p} N N U W J W W � J W Q p0 � F- � A �QJ. xZ a0. W J W J - Xi >- ¢ NAME a_ a J w�� � � w 14-Q o>> PW4 W Q w W o W o¢ Z J Q¢ Z O Q q o O X Z.�.. ¢Z Z) � D o MARK c.� v� cs > c� a z 3 � o c� z z � � n. � 3 w ao a a SEE NOTES TYPICAL 101 SALES ol Q Q Q O 102 WOMEN Q O O 1 O O 1 8'-O' SEE BATH ELEVS. 103 MEN O Q Q Q Q 8'-0' 104 CORRIDOR 01, O ol O O 81_00 105 ELECTRICAL ROOM Q Q ol O Q 9'-6' 106 WORKROOM O O O O O 107 OFFICE Q Q Q Q 0 9'-6' 108 COOLER O COOLER COMPANY SEE DETAIL FOR FASCIA IBY 109 CHECK OUT Q Q Q Q Q 9'-6' 110 SUBWAY AREA ol O O O O 9'-6' SEE SUPP, SUBWAY DRWGS, ALL COLOR SELECTIONS BY OWNER a NO PLYWOOD BACKING VERFIY COOLER FINISH DETAILS WITH COOLER MFG. - COOLER COLOR TO MATCH WALLS ACOUSTIC TILE ARMSTRONG 2'X2' & 2'X4' WHITE FISSURED IN BLACK GRID TYPICAL SEE PLANS FOR ADDITIONAL INFORMATION TYPICAL ALL MARLITE INSTALLATIONS TO INCLUDE ALL TRIM - COLOR OFF WHITE SUPPLY SAMPLE DATA. PROVIDE MARLITE PANELS TO 4' BEHIND JAN SINK IN JAN CLOSET, SIDE WALLS ALSO ALTERNATE NO, 1 PROVIDE CERAMIC TILE BASE IN SALES AREA, SUBWAY AND HALL TO RESTROOMS IN LIEU OF COVE BASE. ALTERNATE N0, 2 PROVIDE 1/2' G,B, LAMINATED ON FRONT FACE OF COOLER WITH DOORS MOUNTED AT FACE, SUBWAY EQUIPMENT LIST: i WALL SHELVING 2 SODA STORAGE 3 CUP MOLDER FOOD WARMER 5 DUKE FRONT COUNTER 6 SODA COUNTER 7 CASH REGISTER 8 MICROWAVE 9 BACK COUNTER W/ SINK 10 SODA MACHINE 11 12 NEMCO 13 S/S WORK TABLE 14 FREEZER 15 STORAGE SHELVES 16 SAFE 17 ICE MACHINE 18 SINK 19 WARMER UNIT 20 BACK COUNTER 21 BACK COUNTER 22 BAKING OVEN 23 BREAD RACK 24 BACK LIGHTED MENU BOARD 0 PLAN KEY 0 1 MICROWAVE 2 3 ICE MAKER 4 5 COFFEE MAKER 6 8 HEAD FOUNTAIN DRINKS W/ ICE DISPENSER 7 8 GOURMET COFFEE 9 DISPLAY SHELVING 10 LOW DISPLAY SHELVING 11 COOLER 12 FREEZER 13 CONDIMENT TABLE 14 TRASH COUNTER 15 JANITOR'S SINK 16 TACCII SAFE 17 SLUSHIE 18 WATER PURIFIER 19 WATER HEATER 20 SINK COUNTER 21 22 Z IL c� o 0 Z z �V UJ Z _< 3J IL w 44 m CD CD w a h W 3e V) 0 W U V) Z Q J CN CL CL LA_ W N 0 (D � 00 © a an 70 00 m N V) i� W V) w 6 a us w 2 cr c SHEET A-3 COMM. N0. 96026 14 NrXoAA&AMA& CABINET NOTES: CABINETS SHOWN ARE SCHEMATIC IN NATURE CABINET CONTRACTOR TO VERIFY EQUIPMENT SIZES AND REQUIRMENTS W/ OWNER AND SUBMIT SHOP DRAWINGS FOR REVIEW BY REAR DOORS OF SPLAY CAB SUBWAY ARCHITECT AND OWNER PRIOR TO FABRICATION. ALL HARDWARE TO BE OF BETTER THEN �� ,7� TO BE SLIDERS WITH LOCKS AVERAGE GRADES AND TO BE SELECTED BY 01*INER, � � HALLWAY - __. — — — TRANSACTION COUNTERt COLORS TO BE SELECTED, PROVIDE TILE BASE ALL SIDES, INTERIOR TO HAVE OPEN SWLVINa EXTERIOR SHELV G TO BE RECESSED UNDER � COUNTER TYPICAL. VERIFY N E IC L U DERCQUNTER REQUIREMENTS, GLASS CABN'T LIGHTING, SHELVING -�` No _0110"-` --"- -40 soft -"Gl - -- � b- ETC. WITH TENANT / OWNER PRIOR TO PRODUCING SHOP DRAWINGS TYPICAL, J ♦ �, f ( CONDIMENT COUNTERt I f I N , qtp T. t ti"y is o s a COLORS TO BE SELECTED, PROVIDE TILE BASE ALL SIDES, PROVIDE TRASH, CUT OUTS AND - RECESSES AS DIRECTED BY TENANT, VERIFY Rl4"TS V/ TENANT / OWNER PRIOR TO ` M A A �� PRODUCING SHOP DRA WINS TYPICAL, IC i C B KING G GIANT 34 DOORS ON MICA �-- ��� . - . ,► , ELEV'A,TI[IN ELEVATI[IN MATCH TYPICAL BASELEVATI[IN E .. CABINETS WIDE DOORS ON BASE P T, '`. _ ,� ,, �' _ ,_ p CABINETS _ ,�.y 3/8 — 1 © 3/8 -- 1 0 3/8 — 1 0 , 9d T C= SODA DISPENSER 4 t - - 0uuu Li Injuu, MICRO SLAP IE ~� SCREEN VENTS "� 1 w v c.a � 2.0 SCREEN VENTS TYPjCAL SCREEN d VENTS CIci TYPICAL Y ICAL C� = r ci ci 3 if 0 C) C.) 0 Sorl OP N� � � � � � � ,,mar «`YiNMMilr{ n w P,T, lx3 BUCK TYP, Jtt rLHfV WINDOW DOOR BUCK -INFO, SL. GL, DOORS HILTI DX NK47S12 0,145 - SHANK 6' O.C. 6' TO 12" W ZINK PLATED WINDOWS HILTI DX NK47S12 0.145 - SHANK 9' O.C. UP TO 6' . WIDE ZINK PLATED FASTENING OF ALL DOORS / WINDOWS TO FRAMING BUCKS SHALL BE AS PER MANUF, SPECS, ALTERNATE FASTENING: 1/4' DIA x 1 1/2' EMBED HILTI KWIK CON 2 FASTENED THRU WINDOW FRAME AND lx BUCK TO MASONRY WALL - LOCATED 16' O.C, AND WITHIN 6' OF ENDS. w OR INSTALLED IN STRICT ACCORDANCE W/ MFG. SPECS. STOREFRONT : MIN. 1/4' TAPCON AT 12' O.C. AND W/IN 6. OF ENDS 2' MIN, EMBED - OR AS DIRECTED BY MANUFACTURERS ENGINEER, CONCRETE BEAM SCHEDULE MARK SIZE ELEVATION TAP OF B CB824 8X24 CONC BEAM W/ 4#7 TOP AND BOTTOM AND #3 STIR AT 10' ❑C 11'-0' CB816 8X16 CONC BEAM W/ 2#6 TOP AND BOTT AND #3 STIR AT 24' ❑C CONNECTOR SPECIFICATIONS ACTUAL UPLIFT CONN RATING CONNECTOR LOCATIDN SIMPSON AA 1440 # 1490 # HETA20 MAIN TRUSSES W/ 12-lOd X 1 1/2' SIMPSON CORNER TRUSS & BB 420 # 735 # ETA16 W/ 6-10d X 1 1/2 END TRUSSES SIMPSON CC E A20 V✓/ 8-lOdX 1 1/2 SIMPSON DD ETA12 W/ 4-10d X 1 1/2 SIMPSON EE 1560 # 1845 # HETA20 MAIN TRUSSES W/ 12-16d SIMPSON FF HETA20 W/ 12-16d NAILS 23' RADIUS 2X TOP, MIDDLE, & BOTTOM, SEE SECTIONS FORM CORNERS FPOM 2X12'S TOP MIDDLE FLASH INTO METAL FACE WITw ALUM FLASHING 6' X12' ALUM OVERFLOW EM OVERFLOW 6'X12' EMG, OVERFLOW SCUPPER (1) EA, END OF BUILDING IN FRONT OF ROOF nPATnlc TYD — m ii 1 v c%-rr%Tn T►I ALAI% rA Ad -It i K"-4 DETAIL A6 aia• = t -o• METAL TRACK CB-26 TOB 10'-4' AFF ZACOUSTIC TILE CEILING TYP SEE FINISH SCHEDULE 1/2' GYP BD EACH SIDE OF 3 5/8' MTL STUDS AT 240 O.C. R-11 BATT INSULATION SEE PLANS FOR LOCATIONS BASE SEE FINISH SCHED MTL TRACK TYP i TYP, PARTITION A6 aia• = t -o• 23' RADIUS n FORM CORNERS ..��.��.. � FRAM 2X12'S 22' RADIUS < I I I I I I � I �I I L� � 2( I ' ;o I I TOP, MIDDLE, & BOTT / CD� AA EE %� & BUTT I I ' � 22' RADIUS c I-., [ I I 1 - - ---- 11 1 1 11 1 V 2 i . IZ 2 �-- I 2 2 2 2 2'( 2 2 _- ------ - AA _AA AA AA AA AA AA _ AA AA AA AA AA AA AA EE EE EE EE EE_ _ EE E I EE EE AA AA A _ A _ A _ AA A L _AA AA A A_ AA _ AA _ _ AA AA AA AA BB BB CANOPY COLUMNS , CB81 � CB824 CB82 BY CAN, MFG. TYP BB' � � � � � 24I I ( _ _. _ � CANOPY COLUMNS BY CAN, MFG, TYP FORM CORNERS N FROM 2X12'S TOP, MIDDLE, & OTT 22B RADIUS i T/� SEE FLOOR PLAN FOR DIMENSIONS � T B BBcu BB LIBB BBB BBI I r I ( TRUSSES AT MAX 3M1' OC I BB — �� I I I I I�. I irj� L 1BB BB':IBB BB�—I � �� !BB 2x WOOD ROOF TRUSSES AT 24' O.C. �, PROVIDE SHOP ➢RAVINGS TO ARCHITECT �Bj� I I I I PRIOR TO FABRICATION. TRUSS DRAWINGS 7 BB I�I TO NOTE ALL UPLIFTS AND LOADINGS TYP. I I I I I I I /(� L iHB TRUSS ➢RAVINGS TO BEAR THE SEAL OF All FL. REGISTERED ENGINEER. om BB BBI BH cu BBI�u�° �BB I I I I i I �1 II I / I I II I II I I i,�� I I'� BB BB BBB r It�' �F I I —I I I Ir—1,� I I � t—_ r—�_— r—_ riPHc�tnGE �i'BH - I nic yNrrs 11nic trson oaroN of � �� r-+ # BB � EVE 18S - - I �t L _ � , BB _I�'BB -- -- - -- \ L -- I'- �_ - � -=I_l L,� IL BBI�� ��, TFI�III�BBB B -t I I I I I I I t uLoI I I I i � I I I I I I I I I I I I I I BB BBI� _ L I j BB H B I I I � � I I I I ! "A B BB BB AA AA AA AA AA AA - - AA P AA AA AA AA _ AA AA AA _ AA AA AA AA'_%.I AA AA AA AA AA_ _ AA AA AA AN AA_ AA � AA _ AA AA AA AA. _ AA'_ _ A AA AA B BB _� \ C> B816 2 so 1-00 ROOF SHEATHING AND NAILlNGi ROOF SHEATHING SHALL BE 5/8' CDX PLYWOOD WITH 8d RING SHANK NAILS AT MAX 4' O.C, ALONG EDGES AND 12' OC IN THE FIELD TYPICAL, : t i a 00 rn o � o d, 00 N ROOF FRAMING PLAN 4 0 e z Q LA- U. N V 0 0 ,4 AIR CONDITIONING UNITS 41 & #2 EQUAL TRANE TCC090F300B, BTUH = 90000 BTUH SEER = 11.00, WT 700 LBS, IOKW HT STRIP UNITS SHALL HAVE SMOKE DETECTORS IN SUPPLY AND RETURN AIR DUCTS WHICH SHALL SHUT DOWN UNITS IN CASE OF EMERGENCY EXHAUST FANS EF-1 EQUAL NUTONE QT110, 110 CFM EXHAUST W/ 410 DUCT TO DUCT TO WP ROOF CAP, TERMINATE BOTH DUCTS IN ONE WP AND SCREENED ROOF CAP, NOTE] ALL ROOFTOP A/C UNITS SHALL BE SCREENED W/ METAL PANELS SIMILAR TO CANOPY FACING, THIS METAL SHALL BE PROVIDED BY CANOPY CONTRACTOR, ANGLE BRACKET SUPPORTS AND INSTALLATION OF SAME TO SUPPORT THIS SCREENING TO 3' OUTSIDE A/C UNITS SHALL BE BY GENERAL CONTRACTOR, HEIGHT TO BE EVEN WITH HIGHEST POINT OF ALL UNITS COMBINED. SCREENS SHALL BE EQUAL IN HEIGHT, COLOR TO MATCH CANOPY, THESE SHALL BE DESIGNED TO RESIST i10 MPH WINDS BY STEEL COMPANY SUPPLYING BAR JOISTS, AND ANCHORED TO BAR JOISTS WITH WEATERPROOF ASSEMBLY, REF. LINES NOTE, A/C CONTRACTOR TO RUN ALL REF LINES CONCEALED, G.C. TO PROVIDE CHASES OF ADEQUATE SIZE OR -RUN REF, LINES FOR COOLER (2) AND ICE MAKER (1) PRIOR TO POURING SLAB, VERIFY EXACT LOCATION. A/C SPECIFICATIONS 1, A,'C DUCTWORK SHALL. BE 1 11 2" FIBERGL ASS DUCT BEARD WITH FCII�_ VA�'(_;E- BARRIER CONSTRUCTED IN ACCORDANCE W1TH SMACNA STAri'DARDS. CL0SIj1 ,'l. SYSTEM SHALL BE. -GLASS FABRIC AND MASTIC 11\4STALLED PER D:)CT MANUFAC TURERS RECEMMEr�DATIONS, 2. FLEXIBLE DUCT, WHERE SHFjl\WN, SHALL BE FLEXIBLE METAL_ WITH r ACTURY APPLIED E XTERHAL INSULATION \A/ITH VAPOR BARRIER COMPLYI�KG WITH ^IFPA-904 REQUIREMENT, 3, SUPPLY DIFFUSER'S SHALL BE TITUS TY.S SIZE AND STYLE AS SH[IWN OR SERIES 200 CURVED BLADE (CBL) SIZE AS SHE]Wt,J, UNLESS ► OTED OTHERWISE, METALAIRE GRILLES AND DIFFUSERS SHALL BE ACCEPTABLE, FURNISH WITH OPPOSED BLADE DAMPERS, 4. RETURN AIR GRILLES SHALL BE TITUS CORE STYLE 4F RETURN WITH 1' FIBERGLASS THROW AWAY FILTERS, UNI- ESS NOTED OTHERWISE, S. PROVIDE 2" TRAP ON CONDENSATE LINES AT UrlIT, PIPE TO RAIN GUTTER, 6, CQNTROLS- REMOTE THERMOSTAT SHALL BE HEAT -COOL -UFFrFAN-AUTO-ON SUBBASE. PROVIDE REMOTE TEMPERATURE SENSORS IN THE RETURN AIR DUCT, 7, TOIL_ET EXHAUST FANS SHALL BE NUTONE QT 110 WITH PROPERLY FLASHED ROOF JACK OR WALL. AP AS NOTED, UNLESS NOTED OTHERWISE, EXHAUST DUCT SHALL BE GAL'%/ANI?ED SHEET METAL, 8, CC7NDENSATE DRAINS SHALL BE PVC. - 9, INSULATE- ALL SUCTION LINES WITH 112' ARMAFLEX INSULATION. 10. iNSULATE't REF-RIGERAN17 LINES WITH 1112" ARMAFLEX INSULATION, 11, SPRAY INTERIOR OF ALL. `l/ISIBLE DUCTBQARD BLACK BEHIND GRILLES, 12. FURNISH DIFFUSERS WITH OPPOSED BLADE DAMPERS 13, PROI VE 1' FILTERS AT RETURN AIR GR ILL- ES 14, DIFFUSERS SHALL BE OFF 1o/HITE 4 AIR C❑NDITI❑NING PLAN 1/40 = 1'-00 SHUT DOWN UNITS WHEN ACTIVATED Z d o � y � crN o° 0 Z = LL. Lu Z =Q U a W as m CD CD Q � w aW a Of � e w� 3a N r 6 SHEET A-8 COMM. N0. 98039 GENERA. NO TES: - LABOR & MATERIAL SUPPLIED BY G.C. UNLESS NOTED OTHERWISE. - INSTALLATION OF MATERIAL BY G.C. UNLESS NOTED OTHERWISE. - ALL DIMENSIONS TO BE VERIFIED BY G.C. ON SITE. - DECOR SPECIFICATIONS ARE TO BE SUBWAY'S 'MILFORD' SCHEME, E SEE ADDITIONAL DRAWINGS PREPARED BY SUBWAY WORLD FRANCHISE HEADQUARTERS FOR ADDITIONAL INFORMATION TYPICAL ELECTRICAL NOTES+ ALL LIGHTING TO BE SUPPLIED AND INSTALLED BY C-STORE CONTRACTOR, VERIFY EXACT LOCATION AND HGT, OF PHONE OUTLET W/ FRANCHISEE, CONTRACTOR TO VERIFY PHONE ENTRANCE AND PROVIDE CONDUIT AS NECESSARY, E. CONTRACTOR TO VERIFY ALL EQUIPMENT REQUIREMENTS W/ SUBWAY / FRANCHISEE PRIOR TO INSTALLATION. C-STORE CONTRACTOR TO INSTALL PANEL 'D', FEEDS AND LIGHTING CKTS. - ALL BREAKERS ANI) ELECT. FROM PANEL OUT BY SUBWAY E. CONTRACTOR, ALL OUTLETS MEASURED TO THE BOTT, OF THE ELECT, BOX TYP, LIGHT FIXTURE SCHEDULE MARK DESCRIPTION A CAPRI R10-RMA101 100W A19 B CAPRI VIS100I12CG 1-100W C PROGRESS P6000-30WB 2-6V,7,2W T-S D FUHRY 918WH 2-60W E PROGRESS P6018-30WB 2-15W T6 I.F. 140V F NU ART NACL 24-R-MH-175-CDP-WB-MT 1-175W MH G THOMAS WLI7MHMTNLP 1-175W MH H DAYBRIGHT 2TG-432-01-EB 4-40W L DAYBRITE SG143-MFS02A 3-40W RS M DAYBRITE OWN 240 2-40W RS N DAYBRITE 2TG440-01 4-40W RS ❑ DAYBRITE TTG240-01 2-40W RS P PROGRESS P5511-16 1-60W ALL FIXTURE SUBSTITUTIONS MUST BE APPROVED, 'J' BOX FOR ELF. -CT ALL ELEMENTS OF BE SUPPLIED & INS MANUFACTURER. CEILING MTD RECESSED LIGHT FIXTURE I WALL MOUNTED LIGHT FIXTURE VERIFY HEIGHT I CEILING MTD LIGHT FIXTURE SINGLE POLE SWITCH 120V VERIFY HEIGHT O TC#i SINGLE POLE SWITCH 120V C14,16 3-WAY, VERIFY HEIGHT 3 SINGLE POLE SWITCH 120V LOOP 11C TO EACH DISP� PULL CHAING, VERIFY HEIGHT FOR INTERCO SPEAKER P WALL OUTLET 120V VERIFY HEIGHT 1/2 HOT WALL OUTLET, 120V PROVIDE 1' DISPENSERS VERIFY HEIGHT FOR CREDIT FADERS. 044 5A WALL OUTLET SHOWINGVERIFY WITH CONTACTOR E PETRO ACT AMPERAGE &HEIGHT REQUIREMENTSO Q FLOOR OUTLET WALL CUTLET 208V VERIFY HEIGHT AND AMPERAGE D WALL TEL CUTLET VERIFY HEIGHT 08 WALL MTD EXIT LIGHT �] CEILING MTD EXHAUST FAN NS NON SWITCHED FROM CKT INDICATED NOTE= EM, SHUT OFF SWITCH SHUNT TRIP TO CONTROL PANEL 'B' INCLUDING NEUTRALS, PROVIDE PLAQUE INDICATING EM. SWITCH AS REQUIRED BY CODE. LOAD SUMMARY 70% NEUTRAL CONVENIENCE STORE= A B PANEL A INCL 'E' 294 A 204 A PANEL B 125 A 88 A PANEL D 79 A 56 A PANEL C 98 A 69 A 596 A 419 A 350 MCM THW CU = 310 X 2 = 620 A 4/0 THW CU = 230 X 2 = 460 A NEUTRAL 4#3 THW CU, #8 GRND -- IN 1 1/2' C I d 4-#2/0, #4 GND mD 2' C. -1-#3/0 CU H B a-r-t ,B, 3 150 200 BOND TO C.W. PIPE AND FOOTER STEEL 5/8'OX10'L DRIVEN GRND ROD (2) 3'C W/ 3-350 MCM THW CU, 1-4/0 NEUT IN EACH CONNECTION IN WIRE WAY USING ILSCO PTA TAP WHICH BOND ALL 4 CONDUCTORS AND NEUTRAL IN PARALLEL, MIN 12'X8'XLENGTH AS REQUIRED WP GUTTER 'D' 'A' 3 100. 3 350 100 400 'C' 3 1-50 200 AC-1 AC-2 S 7.5 T 3 100 X 3#4. #10 GRND,- 1 1/4' C. SUBWAY ,C, ,D, ._.._._ 120/208 120/208V 'G' 30 4W 30 4W 120/208V 200 100A 30 4W 100A 2-2 1/2'C W/ 4-#2/0, 4-#1/01 #3/0 GRND IN EACH #6 GND 4-#lo #6 GRND, D, 2 C. 1 1/2' C. 4#3 THW CU, #8 GRND IN 1 1/20 C ELECTRICAL RISER 'J' BOX FOR ELECT DOER RELEASE DIAGRAM NTS ALL ELEMENTS OF THIS SYSTEM TO BE SUPPLIED & INSTALLED BY DOOR MANUFACTURER, -� 1 2' C TO TEL i LIGHT DISPENSER, W/ ELECTkICAL FLOOR PLAN VC TO TANK MONITORING SERVICE � 3/4' C T� EACH, , SYSTEM. VERIFY #AND 'VERIYF LOCATION Y' SEALS LEFT UNSEALED EACH END 1/4' = 1'-0' SIZE PITH MANUFACTURER BEFORE BEGINNING UNTIL ALL CONTROL WIRING IS INSTALLED, PRIOR TO INSTALLATION. CONSTRUCTION THEN SEAL. ALL CUNDUITS WHICH PASS THRUOUGH HAZARDpS AREAS SHALL HAVE PROVIDE IT TO ABOVE SEAL OFFS. CEILING PHOTO CELLS T7.5 T 3 100 X OVER RIDE ELI— 3#4, #10 GRNDSWITCHES , 1 1/4' C. TC /At BTC 120/208V 120/208 30 4W 30 4W 400A 200A 4-#2/0, #4 GND 2' C. U U LTG CONTACTORS PALES AS REQUIRED ER Z d c 'von � �N 0 00 Z z LLV W Z 3:.( U L W Q �) m co 0 it F j m Q U a � W a H i v ao � w vn 3a 00 t 0o Ix n c� rn vil SHEET A-9 r COMM. N0. 98039 14 DEC= (10 00 caw 0 cn N N 6 w 3HEET A 10 ;OMM. N0. 98039