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HomeMy WebLinkAboutBuilding PlansDecember 10, 1999 St. Lucie County Department of Permits 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Re: Permit #99 110346 This sealed letter is to confirm that the plans for the Blue Beacon Truck Wash will be altered to provide for no more than a 1" rise from the finish floor of the wash bay to the finish floor of the equipment room and office and that a separate egress will be provided from the lounge area. Respectively, 4 4ae OF Ft '1OHN A. SHAVER SALINA, KANSAS �,� 3153 FT wow 111 1�41 , December 16, 1999 Mr. Chris Zimmerman Building Department St. Lucie County 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: Blue Beacon Truck Wash St. Lucie County, Florida Engineer's Project No. 99-274 Dear Mr. Zimmerman: MOSBY AND ASSOCIATt-S, INC. 60AW"F &V&;,� 2455 14th Avenue post Office Box 6368 Vero Beach, Florida 32961-6368 Telephone:561-569-0035 • Facsimile:561-778-3617 Hand Delivery As discussed on the telephone yesterday, enclosed are three (3) copies of the final construction drawings for the subject project. These drawings have been modified to meet the St. Lucie County Wind Load Requirements. Also enclosed is the original copy of the St. Lucie County "Design Certification for Wind Load Compliance" which has been signed and sealed. The owners for the subject project are very anxious to begin construction on this project, so your help in expediting you review of the enclosed would be appreciated. regarding the above subject, please call. cc: Mr. Dana Morse Mr. Bill Mills SITE INFORMATION \ OWNED. SITE DATA (PHASE 1) CONSTRUCTION SCHEDULE II II 5 BEALE'S HOLDING, INC. SITE AREA = 133,905 SF = 3.07 Ac = 100.0% START CONSTRUCTION AUGUST 1999 _ _ _ _ _ Ij II CY ") 1671 THUMB POINT DRIVE BUILDING AREA = 5,165 SF = 0.12 Ac = 3.9% END CONSTRUCTION DECEMBER 1999 - - A CH LINE _ FT. PIERCE, FLORIDA 3494•) PAVEMENT AREA = 29,310 SF = 0.67 Ac = 21 , 9% ---I- p� CONCRETE AREA = 210 SF = 0.00 Ac = 0.0% SURVEY BENCHMARK LEASEE TOTAL IMPERVIOUS AREA = 34, 685 SF = 0.79 Ac = 25. 8% a pGGD / �j TOTAL OPEN AREA = 99, 220 SF = 2. 28 Ac = 74. 2% NAIL AND DISK IN NORTH FACE OF POWER KIN 'S HIGHWAY (C.R. 713) �- q BLUE BEACON INTERNATIONAL, INC. POLE ALONG SOUTHSIDE OF 60' ACCESS ����`� EXISTING GUARDRAIL /j�� /�� 500 GRAVES BOULEVARD LOCATION / / SITE DATA (PHASE II) ROAD ACROSS FROM THE SOUTHWEST PROPERTY SALINA. KANSAS 67402-0856 LINE ELEVATION = 21.24' SITE AREA = 133,905 SF = 3.07 Ac = 100.0% 0 /jam SURVEYOR BUILDING AREA (PHASE I) 5, 165 SF = 0.12 Ac 3.9% / PERMITS REGiUIRED PROPOSED 6" FORCEM IN TO BE _ �!,/! - BUILDING AREA (PHASE II) 3,540 SF = 0.08 Ac 2.6% KTRBY III JAMES A CONSTRUCTED OVER 4 " RCP A. = _ TOTAL BUILDING AREA 8,705 SF = 0.20 AC 6.5% ST. LUCIE COUNTY SITE PLAN APPROVAL / 5107 TURNPIKE FEEDER ROAD PAVEMENT AREA (PHASE I) = 29,310 SF = 0.67 Ac = 21.9% ST. LUCIE COUNTY CONCURRENCY /,•' I P.O. BOX 1826 PAVEMENT AREA (PHASE II) = 9,612 SF = 0.22 Ac = 7.2% ST. LUCIE COUNTY TREE REMOVAL PERMIT "•� CANAL NO. 32 // FORT PIERCE, FLORIDA ICT PR0�I1.E / 5 ' �/ TOTAL PAVEMENT AREA = 38,922 SF = 0.89 Ac = 29.1% ST- LUCIE COUNTY LAND CLEARING PERMIT /� r / ,l j I 561-464-9621 CONCRETE AREA PHASE I) 210 SF = 0.00 Ac = 0.0% ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT 7SEE C2 �� i 0 5 '/i �; r SEE SHE C2 GP oA //// CONCRETE AREA (PHASE II) 0 SF - 0.00 Ac 0.0% S.F.W,M,D, DISCHARGE PERMIT A�. P PROPOSED-.6" GATE % ZONE_ CONCRETE (TO BE REMOVED) 90 SF = 0.00 Ac 0.0% F,D.E.P, WASTEWATER COLLECTION PERMIT OFFSITE FO EM -�/ VALVE AND CAP 15' / 0 1F' IL TOTAL CONCRETE AREA - 120 SF = 0.00 AC - 0.0% F•D.E.P. POTABLE WATER SYSTEM PERMIT TOTAL IMPERVIOUS AREA = 47,747 SF = 1.09 Ac = 35.6% TOTAL OPEN AREA = 86, 158 SF = 1 , 98 Ac = 64. Q% FLOOD ZONE LAND USE IV- PROPOSED 6"x6"x2" TEE I ,'' if j/ I SITE DATA (PHASE 1 OFF SITE) THE SUBJECT PROPERTY IS LOCATED TN FLOOD ZONE ' X' PER AND 2" GATE VALVE % ! MXD- (ORANGE AVENUE) F,I.R,M. PANEL No. 12ilIC0175 F, DATED AUGUST 19, 1991 EXISTING GUAR0AA %/' /�', SITE AREA = 22, 500 SF = 0.52 Ac = 100.0% CANAL NO. 32 2X \LOCATION I ( 5' ��' !� SETBACKS PAVEMENT AREA = 12. 523 SF = 0.29 Ac = 55.7% WASTEWATER SOURCE If Y .)/ PROPOSED 8" ERMAIN V „� /�� FRONT = 25 FEET TOTAL IMPERVIOUS AREA = 12,523 SF = 0.29 Ac = 55.7% o R OSED 6" GATE A CONFLICT PROFILE ;% 9 SIDE = 10 FEET TOTAL OPEN AREA 9,977 SF = 0.23 Ac = 44.3% PROPOSED ON SITE LIFT STATION TO EXISTING r REAR = 20 FEET FT. PIERCE UTILITY AUTHORITY SERVICES, PROPOSAf� 'x "x6" TEE, SEE SHEET C2 19. 0 � I �8" GAT01V V AND CAP /j / /i MAX. BLDG. HEIGHT 50 FEET SITE DATA (PHASE II OFF SITE) -� ? T -}{- - -- ' SITE AREA = 22.500 SF = 0,52 Ac = 100. 0% WATER SOURCE PAVEMENT AREA (PHASE I) = 12, 523 SF = 0.29 Ac = 55, 7% j� I TAX PARCEL I.D.NUMBER(S) PROPOSED ON SITE METER AND SERVICE TO PROPOSED SEE SHE T G F R II PRO POSEDIyA E$ TO BE LOCATED %,�:' // ta ' PAVEMENT AREA (PHASE II) _ 512 SF - 0.01 Ac _ 2.3'% FT. PIERCE UTILITY AUTHORITY SERVICES, OFFSITE WAT M Its( BEHIND EATS N GUARDRAIL Al ' j: �%/ - S' 2312-222-0001-010/6 TOTAL PAVEMENT AREA = 13,035 SF 0.30 Ac - 58.0% EXISTING 4" I I (1 I //�/ % /T� TOTAL IMPERVIOUS AREA - 13, 035 SF - 0,30 Ac 58.0% LEGAL DESCRIPTION N P. E . GAS MAIN I I 11 i t� SITE ADDRESS TOTAL OPEN AREA 9, 465 SF - 0 .22 Ac 42. 0% & DRIVEWAY LOCATIONS 11 II KINGS HIGHWAY ALL THAT PART OF THE WEST FIFTEEN (15) ACRES OF THE EAST ' ' ' '; FT. PIERCE, FLORIDA PARKING DATA (PHASE 1) TWENTY FIVE (25) ACRES OF THE NORTHWEST 1/4 OF THE NORTH- (� 0 I I� PROPOSED 2" FORCEMAIN i,��/ ,% WEST 1/4 OF SECTION 12, TOWNSHIP 35 SOUTH, RANGE 39 EAST, II 11Z , PARKING REQUIRED = 1 SPACE/500 SF(5,165 SF) = 11 SPACES SITUATE, LYING, AND BEING SOUTHERLY AND WESTERLY OF THE II Ito PROP OSED POSED 2" FORJM PARKING PROVIDED = 12 SPACES (11 STANDARD AND 1 HANDICAPPED) N �; f j ` BUILDING INFORMATION RIGHT OF WAY FOR I-95 (S.R, NO.9) IN ST. LUCIE COUNTY, A. PROPOSED 6" WATERMAIN 11 0 a I I 2, _' BUILDING EAVE HEIGHT = 16' W I I_ 5 8 • Q 2 0 ' 5 TYPE OF CONSTRUCTION - CBS CONSTRUCTION PARKING DATA (PHASE 11) SQUARE FOOTAGE = 5.165 SF (PHASE I) PARKING REQUIRED = 1 SPACE/500 SF(8,705 SF) = 18 SPACES Y = 3, 540 SF (PHASE II) PROPOSED GAS MAIN EXTENSIO �� Q (lti BY OTHERS (FOR INFORMATIONL I lc:)( 9. )5 • 4 ! ( ) PARKING PROVIDED = 18 SPACES 17 STANDARD AND 1 HANDICAPPED) j / / ( ' /, ONLY .) %� I I / , / A ZONING' I X PURPOSES NOTE: ONLY TWO DRIVES EXIST WITHIN 660' FROM SITE rn rn N •V ZONING: IL p N LAND USE: MXO S RU r rn 713 QRANGE AVE. ZONING: IX LAND USE: RU SITE 2 Y a ZONING: IL m o 0 = LAND USE: MXD can H -mH -g ORAr A ➢� S2 �` �R _ ACCESS ROAD m wri -env c7 , Wa a a WZ Wz Y FLYING "J" TRUCK STOP ZONING: IL LAND USE: MXD-ORANGE AVENUE h 36) rn o ORANGE AVENUE cUcn } m Ol J 2: J Q = rn ar -7 rac � 0 LOCATION MAP U Now W O m 01 � z a o� Found 5/B" Iron Rid and U= W G Ca "RLS 2633" �j EAST LINE OF THE WEST 15 ACRES OF THE 33.70'N 6 32.06'W (46.89'NW) Q z Q O ul�' Found 5/8" rI� n Rod NORTHWEST 1/4 OF THE NORTHWEST 1/4 LAND USE; RU w = J ., ►� IIn' PROPOSED GAS MAIN EXTENSION ,,0 ` r and Cap "RL� 2633" OTHERS (FOR INFORMATIONAL 0_17_N S 32.09'W_ _ - - - _ ©BOUNDARY LINE - f- LL w CONFLICT PROFILE I h I P(RPOSES ONLY.) j s J_ ,�� - - r - TYPICAL Wire Fence Q q t Q w.. SEE SHEET C2 / IIa Q'80 Fence Corner PROPOSED HEDGING THIS AREA Q WEST LINE OF THE EAST 25 ACRES OF THE , w Z >< 11¢ / 14.16'N 6 29,29'W 6' HIGH WITHIN I YEAR NORTHWEST 1/4 OF THE NORTHWEST 1/4 t0� et m O Q a BENCHMARK / !i• N TYPICAL p N O s a PK Nail and _ Met r Pole PROPOSED LIFT STATION TYPICAL Z IL O II Disk BM 2391' g O / PRROPOSED 2" VALVE TOP EL. = 19,90' + STRIP QF,YACANCY PROPOSED HEDGING THIS AR. Aa Power Pole�_EAnchor m �i I1 9 (SEE DETAIL SHEET C5) `� P. HIGH WITHIN 1 YEAR + ° Q r 0 `f r' n R d + 2" WATE M f?R AND R Z J�. 23 1 J6 r �,, N00 07' 40"E 62ib,7, ./ / / '.� M N. / PROPOSED FIRE I p, j�' -, � `/ ,T• � i'i � �/ - O / I I HYDRANT ASSEMBLY I Billboard lboard v v� ENTRANCE TO I (/ it / �. - -9� �..... _ _ _... _ _. .� _.. ~'- - .. o� S i S Post C O J FLYING 'J' I 2' / - C' .'� T 19.70 T►I f / % , PH SE I TRUCK NASH4�61 � � T �,�, LT I �6' 5' 8' 30' S 1 5 PROPOSED 6" GATE"" /;' / �'�' VALVE AND CAP / / y / / O FIN. FL. EL. = 20.00' �� 7 � ZD(Dm -=----- -w II// / ' / %2d i 19.9 19.95 r 4,4� T n" m 1 PROPOSED 4 " / / /� w v T' v� m� WATER SERVICE / I / / / / / ' O PROPOSED CONCRETE FLUME W/ 0 I / CONCR&E WALK (TO BE ENERGY DISSIPATORS (SEE DETAIL / , .2 Wv" 51 R OTVED IN PHASE. I I) ( YPICA1 6L OF 6) CONFLICT PROFILE � I t, Y1.) 80SEE SHET a PHA ",�E x� d ro I I TRUCK ASH _ ,,: PTO:. ITE1U I P�#AEI.,ff: -A FIN. FL. EL. 20.00 iao INE / ! v ._' .. ... ✓ . :. - .. ,.. ... ., _. ._ _.,._ ... .. .. � ICJ, 95 19 . I A r- r 01. SED6 RIE d ED SIG J z ,. 0 PEfl FTP-25 (STD. e� 1 0' ..: _, v' _►r,,AETE CUFB NG d> d .� ) S oa - i > Co + , !, rs 3.074� ACRES +r LOCATIONS POt E / / j / �'/ e/ .,/ ✓ - 1ST S� Ce Of :4) -SOIL 60K1N(5 LOCAATION . { ' -i• : EXIST. GF-EL. 15,0' EL. � r W.S,W.T, L. 14.0' T 1 � ' ' pOp ; /' •`p S STORMW TER MANAGEMENT TRACT •' 8 !BO �<a / T (D Y DETENTION) 18.80 :r .ao �; '1 . %:- 10' s Toy >« BANK EL. = 18.5'+ /,�}' ;AP LEGEND � 1 TTOM EL. 15. 5 1 9 r3 ' 11 o r�9 19. 20 9, 40 ,�� + Y,s a6` rS 9 '; t I' E jQaA"<It ( ) SLASH PINE (10) + 6 r9 00 T� Vol 19.00 O 9� ! d I t9 7 00 �tSy T O Tq T9 R Tvvl 4 15.5 V r rS �A%1PEL OAK (i) DAHOON HOLLY (11) SITE LEGEND 18•eo J tT d ZONING: IL I T d~ LAND USE: MXD-ORANGE AVENUE �) 50 '! 10, VIBURNUM N( Gt � BALD CYPRESS (11) EXISTIN SPOT ELEVATIONS ,(� F H EXISTING FIRE HYDRANT t° TS 18.6091 18.60 + r+' N 19.40 (18,80 19.00 18.$0 S 18.80 1 .00 S S set 112 Too )ryr+. 3s I + F and Cap R'��`At 3. 0 PROPOSE SPOT ELEVATIONS � G,V• EXISTING GATE VALVE � � .ram �,S � �'"� �� . � L A D S C A P E DATA. T� A S. 0 9. 20 ence Corner � 1 °his , S 9 45' R 19.00 f 7.89 S ^�-+- DRAINAGE FLOW ARROWS P•P. EXISTING POWER POLE i + ? t� cn i, 19.40 l 19.20 1117 sx �": N N S p ALONG ACCESS ROAD = 1 TREE/30 (n I 120 o S� ALONG SOUTH PROPERTY LINE = 1 TREE/30 TRAFFIC LOW ARROWS 0 H �/ OVER HEAD ELECTRIC + x`< � x ` n G - TR�9 ALONG 'EAST PROPERTY LINE = i TREE/30 J T6 ALONG WEST PROPERTY LINE = 1 TREE/30 n T PROf�OSf .( HIGH RISE OFF Pi MT6 SICvN , ADITITIONAL WEST PROPERTY LINE = 6 TREES/4 HANDICAPPED SYMBOL O EXISTING SANITARY SEWER * D� S T6 s' (SIGN TQ HAVE A MAX. HEIOH `*. 1 iNTE#IOR LANDSCAPING 38,922 SP -r- �/ + ABOVE THE CROWN OF I-95 AND S3 WDvi r _ cP, ..AREA OF 378 SF) 1 TREE/IS1 EXISTIN LIGHT POLE /! / �a u�Am ALS `�- i L/ZZ2 PROPOSED PHASE I ASPHALT I UNDISTURBED + + �� fiREES REQUIRED = 57 TREESJ TREES PROVIDED = 57 TREES + T �� C.O. I :, o o f 9 AREA oo iN EXISTING CLEAN OUT + O EQ , x �T 0o 6 t .9 + �2g OF xf� ti f Q Li �i PROPOSED PHASE II ASPHALT O Sm 1 9 $p �1NE \ \ 2 LANDSCAPE I V D C A P NOT J E.O.P. EXISTING EDGE OF PAVEMENT ,S-{-W '9 ,p QvZI H f SS 0� tiV OF P \F S 6 � � LANDSCAPING SHALL BE INSTALLED IN ACC a, N mu T� f g2 GN X EXISTING CHAIN LINK FENCE }� 1 .�r4P1LiCABLE PROVISIONS OF THE IST, LUCIE C T pS ' r , �, ��5 P ZONING` IL s ,^ t��r FULLY MULCHED! z f o I �� V V t;AN� F ` ')'iXCD & RUv-'e WITH A BARICkL PLANTING BORSSHREDDEDSHALL EORGA IC MATE IA o n o ; I J6` r P� 1 LU ORANGE AVE. ��� � �� nu m o v �° f `J vN ` P� �+ x�LL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN �O r D AINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV NORTH INVERT ELEVATIONS SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 15.50 MITERED END SECTION �2 18.50 15.10 15.00 14.50 TYPE "E" CATCH BASIN Q 18.50 14.60 14.50 14.00 TYPE "E" CATCH BASIN Q 21.00 13.50 1 13.50 13.00 MANNHOLED SEEODETTAIL STORM 5Q 21.20 11.70 1 11.70 13.00 11.20 6'-0" DIA. STORM MANHOLE W��, Q ��� �s / ��CD �i}TOMATIC.SPRINKLER SYSTEM, ac t>- C-)o, n d f EAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES 41999 W ' z SHRUBS SHALL BE FULLY SODDED, ALL LANDSCAPE MATERIAL SHALL BE FLORIDA NOJ OR BETTER, COMMUNITY DEVELOPMENT H o „ . .: ST. LUCIE COUPJTY FL w Hro 1 t �- 0 Itj► »r){s� (} I 1 a Cz}'r ,;. ; r I{ ALL EXOTICS THAT EXIST ON ENTIRE SITE ARE TO BE REMOVED, U �/ I N G AND D R ►1? )� .} r AF �.� � r��L NEW TREES SHALL HAVE A MINIMUM HEIGHT OF 12 FEET, DBH � -1 R O s�/'^� kIMF 2S INCHES, A CROWN SPREAD OF 5 FEET, AND A CLEAR TRUNK _ =r •RF 5 FEET AT TIME OF PLANTING, cA a > '� 1 - 30 ' -0 ' sul�� '� f_lo l i4 rs t • .. �`� r �^ I. yz � � g U) " "tALL NEW PALMS SHALL HAVE A MINIMUM CLEAR TRUNK OF 10 FEET T � MENT APPR i x , PLANTING, �- ,) # HAVE 1 SEEN C�� f'I b.� %fv;7H AS � � � AT TIME OF T y s��s 9 Line 1.09'E 48 HOURS BEFORE DIGGING . ; FURTHER IDENTIFIEDIt4t COMMUNITY NEW r CALL rot L FREE �..)•� � E SHRUBS AL THE ADJACENT RIGHT OF WAY SHALL BE HEFT Tj MINIMUM Df 84 IAI HEI, -ill HEIGHT AT TIME OF PLANTING. 1-800-432-4770�� SUNSHINE SPATE ONE CALL ti �+1y r+��`� r OF FLORIDA, INC. COMM TY V L P I C1 AbMINISTRA'TQR OF AMR �a99-274 CD Cn Cn Cn CD M 0) 0-1 rn Cu co Ln 0.1 41j U CD o cli CD SITE IORIVIATI N NF OWNER BEALE'S HOLDING, INC. 1671 THUMB POINT DRIVE FT. PIERCE, FLORIDA 34949 AX LEASEE BLUE BEACON INTEqNATIONAL, INC. 500 GRAVES BOULEVARD SALINA, KANSAS E7402-0856 SURVEYOR JAMES A. KIRBY III 5107 TURNPIKE FE:_:OER ROAD P.O. BOX 1826 FORT PIERCE, FLCIIDA 561-464-9621 ZONING IL LAND USE MXD- (ORANGE `1 � ,E AVE UE) AN 3E SETBACKS FRONT = 25 FEET SIDE = 10 FEET REAR = 20 FEET MAX. BLDG. HEIGHT = 50 FEET TAX PARCEL LD NUMBER(S) 2312-222-0001-01)/6 SITE ADDRESS KINGS HIGHWAY FT, PIERCE, FLORIDA BUILVDiNG INForiqATION BUILDING EAVE HE*mGHT = 16' TYPE OF CONSTRUC'ION = CBS CONSTRUCTION SQUARE FOOTAGE = 5,165 SF (PHASE I) 3,540 SF (PHASE 11) Slii�.. DATA (PHASE 1) SITE AREA = 133,905 SF = 3.07 AC = 100.0% BUILDING AREA = 5,165 SF = 0.12 Ac = 3.9% PAVEMENT AREA = 29,310 SF = 0.67 Ac = 21.9% CONCRETE AREA = 210 SF = 0.00 Ac = 0.0% TOTAL IMPERVIOUS AREA = 34,685 SF = 0.79 Ac = 25.8% TOTAL OPEN AREA = 99,220 SF = 2.28 Ac = 74.2% SITE DATA (PH A E SITE AREA F_ 133.905 SF = 3.07 Ac = 100.0% BUILDING AREA (PiASE 1) = 5, 165 SF = 0.12 Ac = 3.9% BUILDING AREA (PiASE II) 3,540 SF = 0.06 AC 2.6% TOTAL BUILDING AIEA = 8,705 SF = 0.20 Ac = C5. 5% PAVEMENT AREA (PiASE 1) 29,310 SF = 0.67 Ac = 21.9% PAVEMENT AREA (PiASE II) = 9, 612 SF = 0,22 Ac = 7.2% TOTAL PAVEMENT A EA = 36,922 SF = 0.89 Ac = 29.1% CONCRETE AREA (PiASE 1) = 210 SF = 0.00 AC = 0.0% CONCRETE AREA (PIASE II) = 0 SF = 0.00 Ac = 0.0% CONCRETE (TO BE EMOVED) = 90 SF = 0.00 Ac = 0.0% TOTAL CONCRETE A EA = 120 SF = 0.00 AC = 0.0% TOTAL IMPERVIOUS AREA = 47,747 SF = 1.09 Ac = 35.6% TOTAL OPEN AREA = 86,158 SF = 1.98 Ac = 64.4% SITE DATA (PHA SE I OFF SITE) SITE AREA = 22,500 SF = 0.52 Ac = 100.0% PAVEMENT AREA 12,523 SF = 0.29 Ac = 55.7% TOTAL IMPERVIOUS AREA = 12,523 SF = 0.29 AC = 55.7% TOTAL OPEN AREA = 9,977 SF = 0.23 Ac = 44.3% SITE DATA (PHA SE 19 OFF SITE) SITE AREA = 22,500 SF = 0.52 Ac = 100.0% PAVEMENT AREA (PAASE I) - 12,523 SF = 0.29 Ac = 55.7% PAVEMENT AREA (P ASE II) = 512 SF = 0,01 Ac = 2.3% TOTAL PAVEMENT A EA = 13,035 SF = 0.30 Ac = 56.0% TOTAL IMPERVIOUS AREA = 13,035 SF = 0.30 Ac = 58.0% TOTAL OPEN AREA = 9,465 SF = 0.22 Ac = 42.0% PARKING DATA (PHASE 1) PARKING REQUIRE E = I SPACE/500 SF(5,165 SF) = , 1.1 SPACES PARKING PROVIDE C = 16 SPACES (15 STANDARD AND I HANDICAPPED) PARKING DATA CHASE 11) IRE PARKING REQUIRE = I I SPACE/500 Si- (8, 705 SF) = 18 SPACES PARKING PROVIDEd = 18 SPACES (17 STANDARD AND I HANDICAPPED) CONSTRUCTION IISCHEDULE START CONSTRUCT11ON DECEMBER 1999 END CONSTRUCTION! APRIL 1999 SURVEY BENCH ARK NAIL AND DISK Il' NORTH FACE OF POWER POLE ALONG SOUTSIDE OF 60' ACCESS ROAD ACROSS FROTHE SOUTHWEST PROPERTY LINE ELEVATION = 21.24' PERI-AITS REOUIR�D ST. LUCIE COUNTY SITE PLAN APPROVAL ST. LUCIE COUNTY CONCURRENCY ST. LUCIE COUNTY TREE REMOVAL PERMIT ST. LUCIE COUNTY LAND CLEARING PERMIT ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT S.F.W.M.D. DISCH4RGE PERMIT F.D.E.P. WASTEWATER COLLECTION PERMIT F.O.E.P. POTABLE WATER SYSTEM PERMIT FLOOD ZONE THE SUBJECT PROP-_RTY IS LOCATED IN FLOOD ZONE 'X' PER F.T.R.M. PANEL N). 12111CO175 F, DATED AUGUST 19, 1991 W WASTE ATER OURCE 6 PROPOSED ON SITE LIFT STATION TO EXISTING FT. PIERCE UTILITY AUTHORITY SERVICES. WATER SOURCE, PROPOSED ON SITE METER AND SERVICE TO PROPOSED FT. PIERCE UTILITY AUTHORITY SERVICES. LEGAL DESCRIPTION ALL THAT PART OF THE WEST FIFTEEN (15) ACRES OF THE EAST TWENTY FIVE (25) ACRES OF THE NORTHWEST 114 OF THE NORTH- WEST 114 OF SECTION 12, TOWNSHIP 35 SOUTH, RANGE 39 EAST. SITUATE, LYING, 4ND BEING SOUTHERLY AND WESTERLY OF THE RIGHT OF WAY FOR 1-95 (S.R. NO.9) IN ST. LUCIE COUNTY, FLORIDA. II II AMA CH INE *-A, 5 Found Cap L Iron Rod and C p R 2633 0.17'N & 32.09'W " Found HY an Fence Corner 3/4 T . 14.16'N & 29.29'W FR 0 Meter Pole [Po Set Ir Rod I Ir Rod k'RLS23 w and 91 L "RLS 2391 I cn -77 . ..... \,,6F\F I 20' D 0 24" WIDE STOP BAR PAINTED WHITE zj� _j m ww 0 CD CU 6 3'-O"MIN. DETA I L. E30ULDEfRc 25' O.C, CD I Iq mol =1 SA Ly, A NO R 5)hone pole odge, of NOTE: ONLY TWO DRIVES EXIST WITHIN 660' FROM SITE Zr\ DRIVEWAY LOCATIONS (2) 1000 W "J" FIXTURES, POLE AND BULLHORN FURNISHED BY OWNER. INSTALLED AND A\ ZONING: IX WIRED BY E.C. CONCRETE BASE BY G.C. EAST LINE OF THE WEST 15 ACRES OF THE LAND USE: RU (3) 1000 W "J" FIXTURES, POLE AND BULLHORN/j\ FURNISHED BY OWNER. INSTALLED AND NORTHWEST 114 OF THE NORTHWEST 114 WIRED BY E.C. CONCRETE BASE BY G.C. ABOUNDARY LINE TYPICAL Wire Fence BOUNDARY 13 ZONING: IX LAND USE: RU SITE 11111101b'"l ZONING: IL LAND USE: MXD ORA ACCESS ROAD ZONING: IL LAND USE: MXD & RU 11 ORANGE AVE. FLYING "J" TRUCK STOP ZONING: IL LAND USE: MXD-ORANGE AVENUE 68 ORANGE AVENUE L0 CA TIO �NAI MAP Found 5/8" Iron R(d and Cap "RLS 2633" 33.70'N & 32.06'W (46.89'NW) SHUT OFF VALVE FOR Fence Line 2.84'SW' Set 1/2" Iron Rod YARD HYDRANTS INSIDE 3/4" HYDRANT WEST LINE OF THE EAST 25 ACRES OF THE TYPICAL 3'5' FROSTPROOF and Cap "RLS 2391" MECHANICAL ROOM NORTHWEST 114 OF THE NORTHWEST 1/4 Power Pole LD M - \&, TYPICAL -fl -An or y-T-21\1 NOD 07'40" 7- 172 I \ ', SCHEDULE 80 Billboard 5 20' CURB. REFER CD Post \7_7 TO DETAIL J@ HANDICAPPED SIGN PER FTP-25 (STD.) SUMP PIT. R TO SHT. P-2 rn AC P D. EFER TO SHEET All� 0z 1 2 3 D1 J2 7 ACES A 012 ' 5 50- 90' SP6, 930' 25' Q; ENTRANCE SIGN FURNISHED BY OWNER. INSTALLED AND WIRED BE E.C. Cf) co A\ ZONING: IL LAND USE: MXD-ORANGE AVENUE OD z W CY) 11 1 co Flying J Sign Posts O cn Found 5/8" Iron Rod. - and Cap "C&T LB 4286" 0.23'S & 0.11'W Cr < 01 z 0 co _ 3,074 ACRES 24" WIDE STOP BAR PAINTED WHITE PRECAST PARKING 20' BUMPERS 16 REQUIRED J) A2, CD STORMWATER MANAGEMENT 104. 67'---- 8 ISPACE-S AIT101=80 15 16 (DRY DETENTION) 9 10 III_ 2 13 14 �47L Z�4 A (2) 1000 W "H" FIXTURES, P AND BUL.LHORN FURNISHED BY OWNER. IN LED AND Fence Line 1-09'E WIRED BY E.C. CONC BASE BY G.C, - BOULDERS AT 25' O.C. 3/4' H DRANT OR POLES AT 15'O.C. 3/4" HYDRANT FROSTP OOF FROSTPROOF 0 50,0 UNDISTURBED AREA BOULDERS AT 25 0. C. OR 12-16) (TELEPHONE J POLES AT 15' 0, C, (SEE 'i DETAILS EA LS ABOVE) 85, 3/4" HYDRANT FROSTPROOF am 1 112" PVC SCHEDULE 60 Y, Set 112" Iron Rod and Cap "RLS 2391" Fence Corner' zi5'R 7.89'S & 3.48'E < > J I < 0, POSED HIGH RISE PREMISE SIGN _7 5' 25' (SIGN TO HAVE A MAX. HEIGHT OF 50. FT, ABOVE THE CROWN OF 1-95 AND SHALL (2) 1000 W "J" FIXTURES, POLE AND BULLHORN HAVE A MAX. AREA OF 376 SF) FURNISHED BY OWNER. INSTALLED AND FURNISHED AND INSTALLED BY THE OWNER. WIRED BY E.C. CONCRETE BASE BY G.C. (2) 1000 W "J" FIXTURES AND BRACKET FURNISHED BY OWNER. MOUNT AT 30' A.F.G. TO HIGH RISE POLE, WIRED BY E.C. ZONING: IL LAND USE: MXD RU ORANGE AVE. O GENERAL Sit E PLAN 1" 30'-0" 3/4" HYDRANT 0 FROSTPROOF -\<OP - 2) 1000 W "J" FIXTURES, POLE AND BULLHORN FURNISHED BY OWNER. INSTALLED AND WIRED BY E.C. CONCRETE BASE BY G.C. /1\PQ SITE LEGEND HANDICAPPED SYMBOL LP, EXISTING LIGHT POLE C.O. EXISTING CLEAN OUT E.O.P. EXISTING EDGE OF PAVEMENT x EXISTING CHAIN LINK FENCE H. EXISTING FIRE HYDRANT HF. G.V. EXISTING GATE VALVE P.P. EXISTING POWER POLE O.H.W. OVER HEAD ELECTRIC O EXISTING SANITARY SEWER 0 F "Y OHN IN A. SHAVER SALINA VMSAS 1 3153 'ED 48 HOURS BEFORE DIGGING CALL TOLL FREE SUNSHINE STATE ONE CALL. OF FLORIDA, INC. CD CD I CC :z 7 I Cr - "E7 111 �u .0 6 z Tj 10 0 011 CO W) z < 0 0 0 iz 40 0 (a LO _j LL 1) P to 4z z LO 4 W W x Z 0 M 0 < 0 :C 0. Mre W > U) 0 < z 0 0 I I L.L I co 11 JA_ X >: z Uj ) OU UJ U _3 _j m Alt OF 5 99-2714 Cn un a CO m En 0 rn rn C\J c+m co (D L0 CU U M v. C ru SPEED U 04 KI G'S HIGHWAY (C.R. 713) EXISTING GUARDRAIL LOCATION 5 CANAL_ INC. 3 G O 0 ` 41 EXISTING GUARJAA- CANAL, NO. 32 \\LOCATION �t II II II I I II II II it I II II (I 0 III 11CrI lz it IIn !I II< I IIQI I ILL Ila IV Ig f (w PROPOSED FIRE HYDRANT ASSEMBL ,I II EL BY OTHERS IIQ ICE BENCHMARK PK Nail and '�• '� /'� l I I Disk "BM 2391 ✓ / I ( �� I ENTRANCE TO — --� T FLYING 'J' I 1 I( Qo) os II _so 00 ii A' CAI LINE -A �o J---z/' SAWCUT/MATCH EXI ING-- EDGE OF PAVEMENT I I I I II II I I I I MAT I I T I I 1 .80 100 I 0 00I II w/sealant 6xb-6/6wwf steel choirs I"fix la" dowel @ 16, 0.6. w/slip caps EXFANS I CAN ,JT. 1,-)ETA I L AT 45' O.G. 6x6-6/6wwf I B ***saw cut concrete within 24 hrs. after pouring fill w/seolont X X GONTROL .JT. DETAIL AT 15' O.G. EAGH JNAY 1� r 18. 60 70 f 6, f u� 46 0 19.00 A ZONING: IL I �� LAND USE: MXD-ORANGE AVENUEcnI C � J s m CT) S Flying J Sign Posts `' rU I TS 00 O CD + I •� + + 1 f I + 1� + p5� 6S�W T� • S6, T� BENCHMARK ®� z + S 112" Iron Rod and ° Cap "TRAV 2391" } I 9 q a 0, O zI Z m + t9 I T� I To + Found 5/8" Iron Rod and Cap "C&T LB 4286" 0.23'S & 0.11'W ,13 nce Line 1.09'E ill w/sealant �SaW Gut U 15' O.G. �0 steel choirs 'Ox 15" long dowel c4 24" o.c. CONTROL JT. I4 {Ay15' O.G. ,-fill w/seolont backer ro Q1 a 4, . steel chairs 1"Ox lb" dowel w/slip cap a 24" o.c. C, H w,Ai' STRUCTURE TOP INVERT ELEVATIONS BOTTOM NUMBER ELEV ELEV DESCRIPTION NORTH SOUTH EAST WEST ® 15.50 MITERED END SECTION 18.50 15.10 15.00 14.50 TYPE "E" CATCH BASIN 18.50 14.60 14.50 14.00 TYPE "E" CATCH BASIN O 21.00 13.50 13.50 13.00 MODIFIED 4'-0" DIA. STORM MANHOLE (SEE DETAIL) 5� 21.20 11.70 11.70 13.00 11.20 6'-0" DIA. STORM MANHOLE �A."�ataw:�a"bNG _•• rvilt+uv.:�uismavauhW.. _.3eu.'.vwiv ra, .t;2..- v.ue,:waxaw,ma ..sm..::....s .e.. ,..z :. .lea y ....y .„.. ill joint w/sealant #4s top & bottom i — Set 112" Iron Rod and Cap "RLS 2391" Fence Corner' 7.69'S & 3.48'E . s _ 'yv 05, T 9 + +T ,7 P UNDISTURBED + 00 + + s� 5 A R E A J�oo + 16' S2CJ� 01 WEST A ZONING: IL + + w ZNE �\LAND USE: MXD & RU 94 vN�PP� P� \ �\ " ORANGE AVE, PAVING ANID DRAH'14 AGE SITE PLAN 1" = 30'-0'' SITE LEGEND HANDICAPPED SYMBOL 0`.P. EXISTING LIGHT POLE EXISTING CLEAN OUT E.O.P. EXISTING EDGE OF PAVEMENT — X EXISTING CHAIN LINK FENCE F.H. EXISTING FIRE HYDRANT Hy G.V. EXISTING GATE VALVE P.P. EXISTING POWER POLE N f` a �rn r •m y EnN a� N WZ '0 N M v UI 0 IJTI _ f� 1J! O ClJ M J 2: J Q = �!}} w t �€ L:++.co a LL " 3 R( d and 6 W (46. 89' NW) C� 0 O3 y W) w J U. ' c� a= - 0j too &� 0 U? /LL cc LJ Fence Line 2.84'SW' Set 112" Iran Rod "RLS and Cap 2391" UU 9 (.' k .q i Z LIJ SALW, „NSAS 5 3 / � j �E D RG .. OVER HEAD ELECTRIC 4 CD 'f EXISTING SANITARY SEWER cc O -J r PROPOSED 8- -4,000 PSI CONCRETE PROPOSED 8" -4,000 PSI CONCRETE ALTERNATE F.D.O,T. ASPHALT 1; PROPOSED 6" -3, 000 PSI CONCRETE` W/ 6x6 W1.4/W1.4 WWF ALTERNATE F.D.O.T. ASPHALT PROPOSED 4" -3000 PSI CONCRETE () z L�• z o b W H - U J e U7 i .'.m��;.. J� ..^:�,3Yaa:'.xs.."" 8 HOURS BEFORE DIGGING SHEET CALL TOLL FREE 1-800_ 2-4770 V, SUNSHINE STATE ONE CALL OF FLORIDA, 99 �I4 ri PLACE RUBBER HOSE ON WIRE AT ALL POINTS OF CONTACT WITH TREE PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS), OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL K DISTANCE AROUND TREE ABOVE FIRST LATERAL ry BRANCH AND 6-9" FROM TOP OF STAKE. REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF APPLICABLE 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM 1 TING HOLE 2AR 0N %2' WOODSTAKE DRIVEN 3' BELOW GRADE tki ��III PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL 111= = 1 BACKFILL. S6" FOR PLANTINGPIT(NG LAYER WIDTH SHALLOF B OMPW CED CET THE illy DIAMETER OF ROOT BALL BACKFILL AROUND ROOTBALL AS SPECIFIED PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY HIGHER THAN FINISHED GRADE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON 6" LAYER OF COMPACTED BACKFILL TREE PLANTING DETAIL p I ..�• �>tf: •� ° � (III► —III 9':- � ;z',•�,~{••,�::•� — _ _Iiin=1 II -11 ''�=IIIII-=11111=illll=1111 '''� ' SHRUB /GROU DCOVER cry a ca m cn CD m rn rn cn r, �r v cU 6i 0 In CU Cj o v o � a, m N.T.S. 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) FORM SAUCER WITH 3" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER FOR ROOT BALLS 2' AND UNDER OR 2' LARGER IN DIAM€-TER FOR ROOT BALLS OVER 2', BACKFILL AROUND ROOT BALL BY MIXING 1/3 PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL PLANT TOP OF ROOT BALL EVEN WITH FINISHED GRADE PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUHGRADE PLANTING DETAIL N.T.S. ii II I� II MMAjrCH -INE _A F I � I I k CGS _ E. �� ._ .` LIVE OAK (18) SLASH PINE (10) LAUREL OAK (7) DAHOON HOLLY (11) VIBURNUM HEDGE BALD CYPRESS (11) &LANDSCAPE DATA 1, TREES ALONG ACCESS ROAD = 1 TREE/30 LF (70 LF) = 23 TREES 2, TREES ALONG SOUTH PROPERTY LINE = 1 TREE/30 LF (216 LF) = 7,2 TREES 3, TREES ALONG EAST PROPERTY LINE = 1 TREE/30 LF (500 LF) = 16,7 TREES 4, TREES ALONG WEST PROPERTY LINE = 1 TREE/30 LF (600 LF) = 20,0 TREES 0 5. ADDITIONAL WEST PROPERTY LINE = 6 TREES/400 LF VEH, USE AREA = 6,0 TREES Q6, INTERIOR LANDSCAPING = 38,922 SF(1 SF/18 SF) = 2,162 SF = 1 TREE/ISLAND( 4 ISLANDS) = 4 TREES 7, TOTALS TOTAL TREES REQUIRED = 57 TREES TOTAL TREES PROVIDED = 57 TREES LANDSCAPE NOTES 1, ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE IST, LUCIE COUNTY CODE. 2, ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3' WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH, 3, ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM, 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES AND/OR SHRUBS SHALL BE FULLY SODDED, 5. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA N0,1 OR BETTER, 6, ALL EXOTICS THAT EXIST ON ENTIRE SITE ARE TO BE REMOVED, ® 7, ALL NEW TREES SHALL HAVE A MINIMUM HEIGHT OF 12 FEET, DBH OF 2.5 INCHES, A CROWN SPREAD OF 5 FEET, AND A CLEAR TRUNK OF 5 FEET AT TIME OF PLANTING, ZJ\ 8, ALL NEW PALMS SHALL HAVE A MINIMUM CLEAR TRUNK OF 10 FEET AT TIME OF PLANTING, 0 9, ALL NEW SHRUBS ALONG THE ADJACENT RIGHT OF WAY SHALL BE A MINIMUM OF 24 INCHES IN HEIGHT AT TIME OF PLANTING, p Found 5/8" Iron Rod and Cap "RLS 2633" I 0_17_N & 32.09_W _ �® v — — _ _ BOUNDARY LINE Fence Corner n> 14.16'N & 29.29'W R) WEST LINE 25 ACRESMetet Pole NORTHWEST 10/4THE OF THETNORTHWEST O/ THE Set I Ir Rod and C "RLS 2391' --- N00 07'40"E 627. C(� OFFICE/LOBBY MECHANICAL ROOM TRUCK WASH Flying J Sign Posts Cn Found 5/8" Iron Rod . and Cap "C&T LB 4286" 0.23'S & 0.11'W CtII I Lr� CD LO n� CD C-0 rn A PJ OD O CD ice Line 1.09'E UNDISTURBED AREA ---, -I-I-I-I-I-i-I-' BOULDERS AT 25' O.0 3.074' ACRES EAST LINE OF THE WEST 15 ACRES OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 TYPICAL Wire Fence Iz llao o r� �_ o ei CU (f) ij m J :2K: _ ¢ m 0= -) CL 2: s �e 0 W � �� y t ,� t L 0 ua 0 Found 5/8" Iron R Cap "RLS 2633" d and W I C? 0 co 33.70'N & 32.06'W (46.89'NW) c a ¢ -i 0 IN nr r! TYPICAL TYPICAL Power Pole Anchor T _ Billboard - Post �w BOULDERS AT 25' O.C. OR 12" TELEPHONE POLES AT 15' O.C. PJ (SEE DETAILS ABOVE) pP J� oG ' GQ' 1090 %61�� 2� /zl T_ . PQe STORMWATER MANAGEMENT TRACT (DRY DETENTION) 95 A N C A P E P IS 1" = 30'-0" — Set 1/2" Iron Rod and Cap "RLS 2391" Fence Corner' 7.89'S & 3.46'E .a X z Uj 0 z a 4 cil INa, 0 tL � nn -Fence Line 2.84'SW' Set 1/2" Iron Rod and Cap "RLS 2391" HANDICAPPED SYMBOL 01.P. EXISTING LIGHT POLE (a)`.D EXISTING CLEAN OUT E.O.P. EXISTING EDGE OF PAVEMENT X EXISTING CHAIN LINK FENCE 4- F.H. EXISTING FIRE HYDRANT G.V. EXISTING GATE VALVE P.P. EXISTING POWER POLE O.H.W. OVER HEAD ELECTRIC lcJ EXISTING SANITARY SEWER ' JOHN A. sIVNER'\' i SALINjI, t1r:i..,� g yjAs ARC yr ~ 48 HOURS BEFORE DIGGING � CALL TOLL FREER ry —800— 32-47/ SUNSHINE STATE ONE CALL h OF FLORIDA, INC. are o cr z =� Q Lj- 00 e£_:_ Lu z O _ _ W U ® D J — cn SHEET OF �j fy� 99-274 IM1119= �Mlllpijiiiip � viipi ELEVAMOK ICA 23, �='f CT'! 0 \1 A 21 ell Or-FIZE refer to center line of C/A2 O O -------------- sm 2 blI,k fili raores Mth i antire oponing Width for door * 5-05 coontinuous, mam H 0 OR —0 FLAN fR.IrvHT HAND rONrpr=TE BLOCK 1/,II 1 11 OF FOCTI6TH L00AL BUILDIN6 COPE' I ^A�5� OA--i' ail. mod, out to ��,,Ut; of mud -pit 16) -re or to dtl. pit 2 pit 5 A a R I I 11-01111-01, (A -1 ly kJ1, MR S ELEVATION 10 r IN 16' dowels with slip Y..YA I ' Fill with *"lent a lvlock fill corms with it entire oponhq width `!or door 16" 0.0. 5-m continuous 55'-ON OFF i vE N HASH 5AY m 55'-V„ - v- Ma...:�.: N\1 ��������������������������������������tie���i°»`���e������������a�i`����`��s����.��s�����������a����t�a����a������� ���M�, M 'v ry o 151al'-ow out to out of mud pit F - O 1 1-0 n Fa-..INDA71 (ON FLAN RIGPHT HANP roNc.PETE:, BLOCK 1/411=11.011 * *D FTH OF FOOT I NC75 5HAL.L. COM1*L%,' V41 TH LOCAL BU I L D I N6 COr?E rotor to G/A2 4" b 12'-2„ 5 a -oil r— z lu WAM fill with -,aalarlt refer to 5POC"S. /4'a of ter pouring -fill with sealant l ir. s I 1P cap stae Ill X15" dowel 0 16" ox, A-E'XPAN510N Jr_�)INT B-CONTROL JO I NT ryk fA2 te. detoll C, CIL E x BOLLARO EXIT AND ENTrRANC-/E 4- REGUIPX-0 Foil joint fill IN/ sealant croashate,hed area denotes block cores to be filled with insulation Znb" hollovi metal door metal door frame, counters furnished by owner 1/2" 102 and Installed by Sona contractor toilet 121-011 i0i flnlsh f locr !0rD'-1I1 office 100finish floor 100'-I" semi ­recessed fire, floor safe extv,.3. cabinet 24Cc4-&,,, i05 furnished by owner installed by 9.c. toilet or eoLud A refer to sht. A/4 1�klt� I sill "rz" for. romp up b%;, window V j t-4" i V 211 verif mosNry opening M A5 x f loor control joints A2 dtl. E) 21-0 `Al"'B\A2 CL V-0 1/2 x V-0 1/2" openineg employee, lounge 105 finish floor 100.- 121 -oil toilet _12 _j hvac, 104 closet wall joint fill v-41 sealant vqo!5h bay floor 5holl have a heovy broorn �Irj!E7h "ALL INTERIC)R VqALL JOINT55HALL BE FILLED AIT FY BEALANT AFTER THE KbiLLS HAVE BEEN PAINTED "Ai, TH15 Y41TH OWNER 11 I - oil R16H1 HANC? CONCRETE BLOCK E31ULDIN6 1/4 A/A-' AV A2 white pvc cap adhere to 6" steel pipe DO NOT PAINT CAP paint steal pole, dark blue, beacon dark blue fill 5" steel pole, full with coricratel 8" EXTRA HEAVY 5TEEL PIPE canter line, of steel pipe, of $I! do ,or jamb 61F.-NEF,AL NCITEEI-51 TO SHEET A/q i=o, DETAILED TOILET L U T5 AND ELEIOATION5 2-f AYTELEPHONE5 ISHALL ­"A\,/E 2X U O."KIN EAr.-',H 51DE ONTER LINE OF ' AY TELEPH,,,NE TO 5HEET A/c[ .. IED AREA 1_,:>ENOTE-5 BLOCK, ��ORE.3 TO bE FILL'1.:`o AITH IN5ULATION 4-ALL IN"QzfZe.I0R_ VERTICAL VIALL CONTROL JC)INT",z AND JOINTS, A,r (,,,EILINC7 AND , sir ALLtEME]' Fil,_LE'D �­:fl'TH 5EALANT AFTER THE" INTERIOR 6r"2LIJAC7 AND AALL5 HAVE BEEN PAINTH: r BY OINNR 5-V�A'5H BAY CONCRETE FLOOR SHALL. HAVE: A W"PWY SR00M FIN15H TILE ��HALL BE 6"X67 "XI/2" Et,15ER, FLA5H YiITH AS, MANUFACTIJRED E3Y AM1-_t'RI(:-,/11-J4 01-1. ­NN FOR IN5TALLATION IN 100,1_-OBBY 101, TOILET "'Hi"LOYEE L0UN,6, E 105, TG-)iLET k"'Y-7, CL05F-T l0ci PENN VENTILATOR CO., INC. (215) 464-&40CI heavy scr n os mi'q, b y AIR 5Tf?E.AM PRODUCTS DIVIC51c-4-1 clip -angle anehor vandal rasistant hardware crated sp-ring return, baked enamal finish #ibo bone yqi,,ite, thick operaele-, louver vqith 115v power .1"X6 Iouvt r viall joint fill vil sealant slab mechanical room 104 ra lse,4 6on'or 211-011 f lo drain elevation lq,1'-IIIl floor floor ain eleva ion f I COf TOR 5HALL PROVIDE 16'42" ACCE,S p IN KX1AL WTM:TAN AASH BAY AKIO ME-20HANICAL ROOM AT APPROX. 100 ABOVE FHA15H FLOOR VEFIFY Or-E-:NlNC-* LOCATIOk MITE iONW:R- elevation 100'-I" a perlmter of mechanical roorr. 6­11 romp up bn it 21..oll 51-011 0 m�li4on(r2y­opening -- --------- rj f loc.#r control joints rofc,;e to B/A2 -floor eievc4lon erlmator of vqaMrl ST. L7UCIE (!C)UNTY BUILDING DIVISION REVIEWED FOR COMP IA REVIEWED BY— 'Z DATE_Z2 --• �'241­1-9119 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL RE MADE C C E x afar to Ckl• eol:,",2 1:21-0111 if 20 L - & Mx, 9 CL 0 hood o 0 0 r jecl rn lie beam Moak- iN/2-*,44 jorn, -1/2 rigid Insulation head 1/2 gyp board frp panaling 12" beam block 2 59 1-- rigid InsulotiOn 1 2 g. word MW I E)ETAI:LS 2x4 treated f plate jamL) t-- ra frp A 4 ell 1/2 gyp. board 12GGwncrata b&arn block vi/2 #bs or 16" lintel block Pi/2-#46 lulu® frame - y Do, IndoA �-,cvuntar furni.shod bq oy%nar, 1 C Installed N eqewi. I \V LOBBY Zx!:, 'alurnin frame, ,, kEFER TO SHEET A-2 POR DOOR SAIW,55 MV LOC�ATIONS 6UT DOOR JAMb,":'i TO jkl-LOVI C UARRY DOORS D50K #5 SHAI-L HAVE A 00h,"i"MUOU,15 6EARED HIN&E'VO i4C.OTON;i,-JG.",AL HPVL SHALL BE PORMICA PINNISH OAK, 0116 -A�� r-ACILITIE5 DOOR5 14 AND 15 KLL AP?EAR ONLY FOR. OOUBLE 6 00ORS AND 1cl NILL APPEAR ONLY F"OR TRIPL[-,'E3AY F:Ac,11-ITES ANV,,;A411LL, BE r--'L)R..Nl,, Hl-',,;� ANZ:,, hW-3`r'AL'1-Lr,-,-r-� KNDO�N 50HEOULE size fraerial key 111 rem ark, A A 5 51 51-011X5 aluminum/bronza ate.tip Insula thermo-brook/f reirvne C,(o1urr1humA::n%, -&U =H - ------ *****Y4INVOVi C. SHALL HAVE-' THE MiRRO'k 51DE OF &LASS FAco"IN& THE L06 e,*;ice THAT THE, OFFICE YOU CAN SCM INTO THE LOBE,,Pt,AND HHEN IN'�T`HE LCE6Y YOU CANT type A cupc type IS fr NAY &L-ASLI- ir to not& belovi schedule prIor to !A, ),UXSAs 3153 dovingspouts q-,qhah be olurn1m and somi6 color as Or a 4 Rmh� c",'1OVw*jPOc* 0 V� NS F 0 U T slope 1/4" Per I A1/4" V-O" left hand F NL A N V I E V14 0 DOYINSPOWr-s 000�00(1 Hill unit refer to hvar, pIons air rooladan n In rafrig. sI ope 1/6" per CMETF:G diameter holois for boiler flue -oil aII, for IN FACED,, ONNS�' yoUjS 50' Olum, domepmms 4"x&" to be pazinted Ime color ale cdjael,,Ont surTaca bootton", of dovm6pouts 4 XV, . . ..... lash ��an rcx. r�bfar 13 9v 'A "f,Aft I FA H A H Z-O" n a 1/2 940 degree pvc, sibori sehadula 40 jileads to be removable I_I/1201xH/2"x5/lW stainless steel ar.1910 rilth 1/21 1 X&O Y 3ter S�fpps at footlne� V -rc�'Jl am qual /#4 dorial 21 grates shall have and strips 1/2" hole each side of covored grat on all sides this hole needs to be frov of any gruMng bort, F - --- 61-5/611 bolts to fostain the 2111 T- lc.,�hec*ered cover to the _Z_ 7 ?Lgat - Ow, x 4 4 vc aougior eel 40 co t Into sonar at ® o thm� lae, t, Ica c,or ,utH rnu6 Pit IRZAIY'' nt lab-, r s, pvc; basket strainer furnished and Inston: led ��EEN 6-vRATE COVEREI�) &rATE &x&-ii12AXV42.,q 51/211 *all alO degree elboris 4H VC to mochanical rm. 4" drain line to la oon or ivaah vq( w shall be removable I; sanitary sartar rIre 9 i P/I f or tu ar to Sht. ,M) Jpo and lo6atloh outlet IM 4 ar for *4s ob 12 to.c. eac,h IT r FIT 5 vinyl rioter stop—, coa�so grove r stop 1-1/2 x1-1/2" keg vqo tPIalech a i I to vinyl rator stop oiaI e f ootint a Iw #4,- o 12" oz, aash r4v_,� 4" perf (tw-guod FY6", dre.-AlvicAq& Pipe io mil reinforced vingi cit porirry ,,4`,&r o MO I It lit I! 1000111111 OF 1\---*IUI- PIT 5/411 - I I-011 400 pvc raturn lina for Muria use refor to sht. P/I UOU I 1A I U VU, U, 111111 I I U I UA 1101, 't Ill I'MH I I I _411 pvc to connal future pit rof or to sht. P/l I g I-a-4 WAA/ R1. KA11FM YW 1dt 01, 5 R gf., LAa� �# i L Ell A F b 01 concrete boom block 2-04s cont. v ;niio p14 roofing ca- Orod . insulation Vilth or I' run P PI cot concrete slab semi -rigid insulation board aV4225 as Mfg. kj ONEN5 CORNIN& or equal -Pill biee,6k. corqt,'6 2'x2'c.&lIhS grid vilth log-upc-6111mg pon&IS Vilth —AtIrp pone -fling r tPik, g f,'efoo Sht. — 1/211 board fir locoVenn 1-1/2" HqW Insulation o.6. vorti6ol 2x4 top horiz. 2xb bottom horizAreoted --4 mil vapor barrier c�onc.rete block, running bond yqitk� galv. masonrq rainforcerrient overg Dr* r.�oursa 4H eoncrot& !blob vil bxb-10/110 Hioqf rry tile M nota, hollow cora a ba-,o a`4 6 4' &,-v x,. J mold for frp a .2x& trou-ted mayfiar 4APPI16od i-O 611 quarry tile bo"aaa- not4h hollovi c.�ore and fill block aores a doviels *44fi 0 to fill od blk. 01111110NOWM"Wils, �1Ntl1=1 OZ115:MV 9 21-011 Puenl lip top 2 block's sholl be, pointed, INhite E M 1.5 mil"6 dry BLUE BEACON BLUE the first coot of UL& driglok, must btbrushed in v4ith o stiff bristle bruish. do not over bru6h ........... ........... ......................... -- ......................... .... ............ .......... . .... ....................... .................... ... ....... ...... ...... .............................. viork the arylok into thic our of tVie masor,'Iry stir O -ontoiner thorOUP111U, b f Or�' use and the e, these doom furnished and installed b�A oeiner mils are applied APFUCAT"'10K, oll rna�arl;nfls slug al I block, cores betvieen aru ond" furWshww inetu'H&'td s - M& res, door head, door jombs ?hall be in originol sacded r-,md labeled conto, viner of the point rr%&q. in addition oil products sholl have 7 P-l! A7+ ref er t - A2 M, JCIIR�� a MwS available on vl"'e' eita ot 001 t'IM&S. A T 10 N cootings sholi be opplia,d during good pointing - � I PVC r- vieput, . Or 0 4A SU Clud? On , w U f-M-7 5 L.01M r Mthin limits prescribed by the, mfg.for the, EXTERIOR OF BUILDINC5, STRIPE- BUILDINC7, AND LETTER BUILVIN6 coatin g being applied. painting is generolly OMER SHALL PAINT INTERIOR OF Y4ASH BA'r' AND MECK RM. not recommend if overnight tamparotures belovi **516NSHALL BE FAINTED BY A PROFESSIONAL 516N PAI'k- R 50 f. are forecast. �sign location 4*1 5^5t: E-31P REFEX TO 5fdt:C&P. TH15 t)HEtT FShC,-1-J1 bc� 1-4 12 be-tvieen letters ........ . ...... .......... ..... . .... ........... ........ ........ ....... ........ ................ ...... ......... .. ...... .......... ....... ........... ....................... ............... ............ ..... .......... ......... ..................... ...... ....................... .......... ..................................... ....... ....... :. . :.1'V:.'.'.'.' ...... ...... ......... ........ ...... . :.%1.%%'."1. ....... : ........ : ... .... 0 ................................... ............ .................................................................... — ...................... I . . . - . - . . . - . — ......... . . . . . . . . . , . . :.. . . . . . . . , . . . . , . . . . . . V: .............. .................... — ............. I... ................... ......... ...... ..... . .. .... . ............................ ................ ........................ ........................... .......................... ... ................................. control J boil&r flues shall be, 4'obove, .nochonlcol rm. roof and shall *a supplied and installed bq moch. contractor, ritrc.] Joint ith, sea lout , air coolac.11' con"dansing unit MM-------- I --- - -------------- --- ---- -- -------- IRA me No I control joint vs0th soolont rc��ferl to sht. A2 ** 4x(b doiNn spouts 4 req;lred on lovier roof 3 reqyired on upper roof :24lix-7:2" operoble, louver ALL ELEVATIONS PRAViEN AT 1/411 11 W-V MIME= ops line to be pointed some 6"olor ae at surface u5t fam V40 I I cop ....... ............. ........................ .. ....... ......................... ......................... :. . . . . :. - V ....... ..................... : .::. . ........... ... .... ...... .............................. - ........................ ........................ A.: .......... * ........ .............. ...... ...... * I ::.*�l.,:.,."......-.�,....*.*.*.,.,.,.,:.,.*.,.*.,.,.'.*.*.,:.,.*.,:.,.l:.*.*".*.*.*:.,.,:."*.*.'.*.*.'."'.'.'� I ............... ...... ........................... . .......... I ............. ................................................... ... .... ........ I .......... ......... .... .. .. .... % ......... I .......... .......... . 21-011 the, Itop of vxlndovi ecolor sholl be, b-LUE BEA-60N dark blue ro r a r t. A 2 rounc-A CD- C"W" S Par 1; e I oel, 0 h 0 n .2 F9 counter Nrnished tl �4,crcvidc 2x blockinq i-or mounting Luis -It ond u t hones , e,10P exhoust f On e- x,.hnu0,.--- f 1 1/2 CA Mal \IJ licht fixture I provide 2x blocking for mounting of sink 5 return oir grille ZxZxl/2" egg raturn air grille TI I Ight f 1x1h)r& I ight f Ixture 2x2'xl,/:2" esig crote dif f user \ 1-1/211 x 42" stainless 15tae1 grab bar 1-11:2H x 1'424" stainless steel grob bor LAN 8) 1 I 1 1 REFLEGTED GEILINC�v-z"" i 1=111 I *N50"xl/4" olished tp�%cl mirror vq/chrcFme toilet per dispenser M cut oponim aboez ve. -�oor fcr, return air Aq/A do not cut' 0 op,e g of f ice ond ur#-'! 110 A41/A 0 FF I COE 100 EMMLOYE-M- L-OUNOE 1:05 r 110 (A :2 "PROVIDE 2X BLOCKIN16 FOR FOR, ALL ACCEI.550RHE-�S 5HONN ius 1-1/211x:24" .5.9. ejrc-Ab bor AJ I E ,:.N �N 411 �TsN 7 1 E �N FRO T VIE�N i _ I I �ormC'V JI E N DF-5K TOP thlc�, I .. c ®fi 3 END V I E A� mis = 116, f innish Formico novy blue, c ran or&a for dahumid cidjuetobleiv i00louvar this end of cadinct rray raced to bc, fild cut tho imenr:;ion r-copirod dt�r�.�ir�tana via 115ha I I be rFfurnishad Insto led o n. tr ` t= �)ndcrcountcr stiffenars JAMN din" . furnished by I . controctor FOW"L E A T 10 N AID` I I I 0 I 4CX-10 psi corlerata -rrTrr -rrm I I w �ctricol condult refer to shy ----! ulow� C' ii-iln -w%,TE FOUNDATION FOR 516N TO BE U5Er;> V44EN 4 NOT BE.' ATTAINED T 01 1 N E L E CN/SEC.] OF Hl=—RISE 516N 3/ 6 r #4s horL-Z' -k-, 'Vertie:"o-fl A *01 A I- 5 LM � 1 11x 111 gI 102 S. _. . B B I 211 gae line to t. A5 f or 6ontinuation roplorement unit ref or to sht A8 a m m m interior i I r� � i 1i��. 13 o?aninq . ., �, ony d nd " f n ,vilred to circuloting pump -K, 0% Tcomper m j IKA it A11 i 10-1 �.'�~ • gos line run on roof Em ,r4 11 monentarg valve 4 102 elertrical soifizh fur Wi6d c+,qnar -g, s, —410 pvt; buttom row"Itrol lncjo , 'r- ,o ov6 mzhwdule moumtec-11, to Ceff! pv� schedule 5-6, AFF ball Installed bg OIL Parer to., A/P 1'hiN GIN LOBBY 10 1 stub up 4' 11 Off vi lfor th tr hAAAZr under Cie counter e- for to 6ht. Al --- 7 if pvc. 10, 0 9C 1" OE 100 am RW. D 0 t M V FAMW fj QJ _fOk"M 2411x"72" louver 1/4" bl&;d tube 1/4" blood tubal ---stub up 4"aff for o discharge if P-2 --- 411pvc 11 1011 2'vtr 2411pvc 11-10 gI d2 FD MEOHANICAL ROOM 104 LOUN&E 105 411pvc, w we411 i =71 WIR, PVC If 5 vtr Sti'LAU UP 4laaff for moter softeEmer 1-HE CHAN&E- FMOM COPPER TO F*Vc-,, � 2EVS TV TAKE PLACE Af-:Irt-R, PHE COOP, ER HA5 PASSED Oirough THE 112" BLOCK AAL-L 411 pvc for fijWre u&& PIT 2, pye, Savieduld 60 mountad to oelling Win> pvc, 4"PD to be C, *F 8 u of If If 5/411hvi 1-1/4 slit 4" pre, for future us& .41 pvc for future vao 491, pvc, fre r i4owra tia6h r6ff-w to r--fleln comrref,� b-,O�,mw, exteme, 41,1� PVC Ond p F r f utlea UIIA4�1 ext6r,J, 4" P,J,,C 56"ar FINIS i MATERIAL _P'1 'MERIICAN'STANOARD WHITE WHEELCHAIR LAVATORY MODEL 9140.013 W FAUCET HOLES ON 12" CENTERS/FRONT OVERFLOW/CONCEALED ARM SUPPORT 1 2380129 HERITAGE FAUCET WITH 4" BRASS WRUIST HANDLES AND CHROME RIM 1128.018 GRID DRAIN ASSEMBLY 3/8' SUPPLY EASTMAN SCR 1212A WITH LOOSE EY STRAPS 1 1-1/4"P-TRAP DEARBORN 17 GA. #707 WITH CLEAN -OUT PLUG CHAIR ARRIER SUPPORT TO BE JOSAM 17105.67 OR EQUAL. P-2 MERICAN STANDARD CADET 9468.018 ELONGATED TANK TYPE WATER SAVER 0 0 ILET WITH 18" HIGH BOWL FLOOR MOUNTED VITREOUS CHINA FOR A A NDICAPPED WITH SIPON-JET FLUSHING ACTION WHITE COLOR 3/8SUPPLY AS A, TMAN SCR 1912A WITH LOOSE KEY STOP OLONSITE #95 OPEN FRONT E, EATLESS COVER WHITE BOLT CAPS 481310-00 OR EQUAL ENALL MOUNT ETE Wv SA�EIRITSNED_15T' 'OONTRACTOR r bock f lov�, pressure guongesl, fug ishad b) oviner in p1I r by b. con r, a THE CHAN&E FROM -COPPER TO PVC NEE05,70 TAKE PLACE AFTER, THE COPPER" HA5 PA1.55ED throi h T�ff. 12" OLOCK NAL-L P-5 AMERICAN STANDARD LEXINGTON PEDESTAL LAVATORY 0179.015 MOEN 4621 SINGLE HANDLE FAUCET P-6 FLORESTONE MODEL FLOOR MOUNT UTILITY SINK WITH CHROME FAUCET AND BRASS WRIST HANDLES A F -7 CEILING EMERGENCY SHOWER FURNISHED BY OWNERIINSTALLED BY PLUMBINV CONTRACTOR '�1117 1 1 1: 1 1 !1! 1 , ir I iiiiiII 111i .*'-9 JOSAM 30003-6A FLOOR DRAIN WITH 6" NICKLE BRONZE STRAINER AND TRA6 PRIMER A off son loop a P-11 JOSAM 32124 FLOOR DRAIN WITH 9" C.I. TOP AND SEDIMOUNT BUCKET PROVIDA DEEP SEAL TRAP :2 boilers jI or ula"I umrs r f um I he & m r 74v bp1b. contracto installed �v , r & 1-011 rAW m temp gouge furnished by oviner 4 instolled ny p1b. contr. ^otor sof tencio-5 furnished by oviner 4 instolled bq p1b. 6ontroctor 25'- 11 1 betvqeen 5of tners ond briphtner tonk 91 )11 , se I I 1I 1-142- )Ierold val e fu[nishad by ovqnor instolled 1-1/2, o- , o nil r o'a or by P umbin<3 r, overhaod- rinse - f urnished ond Instol led -by o�Nnor rin5e l�ine 4-stotions 91 /emergency shovNor / furnished by ov4ner lmtollocod by paumblri, r® jurnished 4 Instoliled n C)Olv tonK f urnishad 4 Instalic-d by ovsiner b� o^ner �'ad, 4 installed by ovirer 5ervice sink /411 vocuum breoker furnished by oomer $ instolledby p1b.,contr, coliroln eye V405h cri mech rm. floor r Rnstollecl �L/iilyf &ENERAL NOTES 28 4-101 X 24"long FIXTURE- I elec;trig al contractor shall provide -7 ane;hor 1116 A Uithionia 4kJ2I20E2',) grid troffer furnished 4 condult 4 IT box&s for telephones 4 installed E. 6 kX identlfq location of telephone board 'j 23, lithonid C2'64-420ES SUS ff;%C,0 MOUnt6d furnished 2 varlfq v4lth opmer location of of hstejlleb-13' i-.C. momentarg evilteah �" I " *t fc,'.in .3 c *W',4 kxvar� 6a4ling C'12--xhoAu 50 cfm E.C. shal 1 5 refer to site plon for the number 4 furnish, Inott,-41 4 v4'r location for fixtures &<H<J4L o 400 INatt vnetal halide Pixture op4ner shall furnish 4 oAnar shall fvrniah 4 Install vocvum w2taroroof " I "boxes meje-hinn Fe-", ahnll w1rot is-eS- shesil oiNnar E.C. shall Install 4 jNlra Nxture o�.Aaner shall furnish '7 the onl4 eleatricail service that Is to NMI UM ARU EN5CONNECT A21A25,A2!5 "VIA AKU e'.�OKr L 11`1�"ANEL I I�IL I�IJINI=� Ab A A - ------ A'1 A14 A5 lo at& this Ou A LOBB'�r 101 COMPUtO Outlet,\, a va calling 4 A A L AS A-77 A-1 -all Al FI -- —A-1 PF10F0IA'7 1OA _-05 fill PVC® N-101 II - 41 Ll conden-ving A computer Outlet— unit, on �-oof sy0trh for momentor bay system rontro ponol "15" mount MMI �',l AL FLAN' 1/4 E L T ioN—� M 1 (3round 1-1/411pvc iNA5H DA"( 106 Fri M '19h fixtures, bullhorn t fitters furnishtkie. UMRM� N elec. panel "A" A4 pone! 13" - --AR()' roloy panel A2& A.2 I /-\ telephone buzzer I boq syste.rr, ccntrol Ponel "A" mount 4, AF.F BASE DETAIL FOR F I XTURE- 96HU A4 B4 MEC.HANICAL ROOM 104 BA5C DETAIL ENM 51CR4 4X4 aluel log furni� 1:>9 ofmr�v M mouritirl shall be furnAshag b-� LAnar for fixtures "B" B4 vCrif 1060tion of this outlet rNlth owner ,Stub 4" AFF- ond cop Pvc underground rinure sump pump rt fer to site pion fcr 1c.,cotion of sump it A26 A5 via controctor V 10 CCU J— M I A-7 e '-Ino, I A-'24 to relay A15 a v1i P� ( F1 VIOLIUUM for location refer to site plor, 1/2" PVC undo rgrcx41 SUMP r-A'i"' 0 0C 0 0 U W-�Urr- 0 a U 0 0 5Y Q q 01 wa 0 0. t� \1 / PANEL "A"/2(.0AMF/ MAIN CE3/,_5URFACE MOUNTED/5 FHA5E, 4N, 120/20a VOLT 10/OOORM5 6ONNECTED DEMAND LOAD LOAD 1U LOAD 0 Ca -A LOAD LOAD A 5 C A B C DEMAND LOAD 0 ®LOAD < LU jL CONNECTED I.OAD A A B r- '120 toilets, office recep X 20 1 A 2 50 vacuum 2040 11 .5 505 15 .5 5 P&O 2-outsk1a recept. x 20 5 5 4 20 x lights -mechanical rm. '720 & 1.0 & 4 1.0 q I 80 lights-mr9s. office X 20 5 C & 20 X racept. mrgs. off Ica 1i6o 8 05 4 5 1.0 5 E500 lights -lounge x 20 1 A 50 air compressor 2160 16 1.0 16 5 .,5 1,20 reaept.-mach. room x 20 q 5 10 50 air compressor 2160 16 1.0 16 6 5 6 1.4,40 raapt lobby x 20 11 0 1:2 50 air compressor 2160 o--- is 5 .5 10 1200 ree;spt. to x 20 15 A 14 20 'tollets light, ex. fan 4e5o 4 .5 2 [4,40 recept. to x 20 15 B lb 20 x vioah bag lights 1920 16 1.0 16 e) 1.0 a IbO recap,, amply. lounge x :20 1-7 0 16 20 x wash boy lights 14120 W 1.0 16 16 1.0 116 cT20 v4ash boy lights X M1 20 11q A 20 20 x _--viash boy ilghts 1440 12 1.0 12 II l'o 11 1520 air replacement unit 20 21 5 22 20 boilers 4 alraul. pumps 1440 12 1.0 12 11 1 1.0 11 520 air replacement unit 20 25 0 24 20 X telephone recap. 240 2 1.0 2 11 1.0 11 1520 air replacement unit 20 25 A 26 20 x telephone buzzer 120 1 1.0 1 2 1.0 2 240 ARU controls :20 77 2a :20 15:20 1.0 6 5 1.01 5 relay cab. control 20 2q 0 50 -E32- 40 -4-0 1 condensing unit 4440 �57 1.0 517 41.01 hot water tank condensino unit 4440 31 1.0 5-7 * * I f` UNDERZSROUND 5ERVICE 15 0\/ER, 0. 0 0 CONTACT 0VNNER IH E31D FRdCE ground rod 200 AMF PANEL "C' 5HALL BE PROVIIY ONNER TH15 15 A PRE-KREI;) FA NEL LOCATED AT THE HI-PRE55JFZE PUMPS THE ELECTRICAL OONTRACTOR SHALL PROVIDE A 200AMP DISCONNECT ANP \/ICE TO THE PRE-NIREI;) FANEL IN ADDITION TO THIS THE ELECTRICAL CONTRACTOR c -U PRESSURE PMPS ,)HALL NIR.E 7-HrE RELX'e, OONTROL PANEL INTO THE PANEL LOCATED AT THE HI f EFERK, TC DRAKN6 TH15 SHEET 12,01.0,2085 VOLT iz::ANEL MIIOUNTM�1/5 PHASE 4V�l DEMAND LOAD CONNECTED LOAD A E3 C, A 5 C 1.0 55 58 1.0 56 56 1.0 15 1.0 15 1.0 15 15 1.0 15 1.0 15 1.0 15 1.0 15 1.0 16 1.0 1.0 16 1.0 16 1.0 i0ow, NO pressure pumps wz*# high pressure pumps vow high proesure pumps 5-1000r4 fixtures 5-1000Y4 fixtures IIIiI 4-400vi f ILures 4-4,00vq f Ixtures, 4-400vq bldg. lights 4-400vi hi -rise siQn CONNECTED DEMAND LOAD LOAD 'J LOAD LOAD A 5 C A B 0 20 X I photo Coll contractor 240 2 1 1.0 60 5 5 4 1 :20 4 1.0 4 5 C, q C 10 11 A 122 5 14 16 i 1-7 A 20; 21 0 22 25 A 24 21 four vqirel A56 11 5-\/o singlo E) not 115-volt nuxiliory field kbox eur,,Plied f u5l e rote I oisconnect f urnore,_ aYY2 control aente-r 24-volt NOTE 5 terminal block, 20A I -connect Y or Y/Y2 terrrinol cis shown for proper coding operotion proper polority must be mointoincs�d for II -volt Y&In8 3-use, with 2-stoge, therrnostot vihen zoning 4-If any of the origincil v4ire, cis supplied must be replored use some type, or equivolent Hiro H E �A, A— T I I A 6 fR A �vl F 0 R H IV A r-.111 U T condensing unit two wire amp amp panel p a n a I Oil 1 115. H ELE:C,T1;Z,'I CAL �Z15EFZZ PIA&RAM (,',,0NTR0L PANEL A CONTROL PANEL B -1-OCATED IN 1NASH bAY 106 XXJK LVIN ROO ilHk pla 122222 2 saw V 2­02'1B 222 222 820 2a j 62 #1.2 green str by E.C. ralo� ponel for ponels A, Lron5f ormar locoted it, this pony 00 *** there villi be 2 level control 2- solenold valves furnished by okqner sktchat-� M the storage, installed by plumber and wired by aleatrical contractor furnished by owner HI-i �'RE55UR.E PUMP AIR, 6OMPRr�515OR A5,AIO,AI2 I'vIE-C./H AN,! A L C1,05,Cz 120 volt circuit 1-CIRCULLATIN& PUMP5 501LER BOILE e` HOT AATER PUMP STANI:�) PANEL "C" TANK FURNI!5HED E-3Y OV�NEk-`_, Junction box P4/2-1 p&4zi, r./c, r&ioq!6 vil2,lr 7L 0 !U\1 E MOTOR r-oK,,, OFERAB LE L0VVt,'_RS M tryA _AT1N('5`) Fu�� �Vll F(IDR BOLE "�­ k4c'.)"T �R STOR/LV51`�` -TI'/,AN< 120 VOLT C, I xotslr Ir Uk# Vn 2 :12 a 0 26 912 .W I I 'All HI to HI viiranuts oil other wire to terminal strips I- (.,,C)NTROL PANE-L-5 A,BrO s RELAY FANEL -VIIREV AND FURN15HEM 5Y THE CDINER 2-PANEL ! AEA, 4 C" , AF2!7- 1...Or�ATEP IN A.H.NBAY 1(_,J6 ANEL L0,'11ATE-::;) IN MECHANIt-SAL ROC t4 104 4-ELECT�IC,AL Z_S0,,,qTRACT0R 5HALL FURN15H THE GONUIT, AIRE AND TERMINATION kELAY P NE A Cv FC A AN fR \"j 7 ir AIR, RE"FLACE-MENT UNFr i owner N Or K:11"', ML 10 contractor 50A/2,20a/5P 060ONNLOT FURN15HED 5"( O�NNER 5.A. NON-FU5F_r.,, NEMA 3R F_ 0 24volt I I boiler - controle> L _0A, a F 3 # 10 4 I N 5/4 1p nlo relcry 24 volt coil TO FAICI Ei-, "A" 91 IA6`RAI'%l FOR 0r I/ICI Lle, A;Ok d� )0 20'eO 20C .2, orrip ornr orrip �3 neI n e- I _A" 4-1 W iro" n II FOfZ LA-i"OUT cSDF E1,i(,_,AL I A N' E `gur C,r ( ,tor coaxial cobW HL-HI161­1 LIMIT R& &2 /kU FR-FLAME kop sho I I be in separate colIduit AIR REPLACEMENT CONTROL PANEL LOCATED the, view shown is for o left hand rnechonicol rom this 16-I&ITION FLU AIR REPLAOEMENT RELAY IN THE AIR REPLACEMENT UNIT furnished by oviner YqOuld be 1`eversad for o right hond mechorikc� room MTR-MOTOR FANEL [_0GATEU IN ROOM this ponal is pro- wired1(:�4 pro -wires and furnished by ov4ner FOR AIR REFLACEtvIENT UNIT ISO 5AW GUT CONCRETE DRIVEWAY 11, DEEP LAY WIRE AND FILL KTH-5EALANT '�- It 5/4" HOLE THRU 5" CONCRETE �O -®l DRIVEWAY 5LAB AFTER RUNNING WARE FILL WITH SEALANT 4" "J" BOX �I oil —o il �-t'DGE OF DRIVEWAY ,,,REFER TO PLAN VIEW SHEET FOR LEFT`= R 16HT HAND LOCATION 5/4" HOLE5 I" DEEP AFTER RUNNIN& WIRE FILL W TH 5EALANT t �--- CENTER LINE OF WA5H BAY �O1� FU7ER LOOF L.A**rOUT FOR ENTRAN r-...,DRIVE 1 /2 " �1 5AW GUT CONCRETE DRIVEWAY I" DEEP LAY WIRE AND FILL WITH 5EALANT e) I-o il ;; � 5; 44." HOLE5 FILL WITH f --� -- CENTER LINE OF WA5H BA" r ,O1vIFUTER LOOF LA"4rOUT OR EXIT DRIVE 1/211=11 II G.bw Ir 5/4" HOLD-7+4RU 5" CONCRETE DRIVEWAY 5LA5 AFTER RUNNING WIRE FILL --WITH SEALANT 411_".1" BOX 2 I-/111 EDGE OF DRIVEWAY REFER TO PLAN VIEW TH15 5HEET" F'OR LEFT OR RIGHT-HAND LOCATION 4'- J. BOX 1n r A YI 11 1►1 >nduit ion lox EXTE14Z I 0�<-��-\r'AT I ON 1 a HUH ONll RES Igo � 1�1� �o i�i� � i� � iy � 4ANIOAL ROOD