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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYe TOP PK NAIL & WASHER STAMPED C&T TRAV LS 4286 z� TOP PK NAIL & WASHER STAMPED RWB INC. LB 6419 SW CORNER OF THE NW 1/4 OF THE NE 1/4 OF SECTION 11 TOWNSHIP 35 S, RANGE 39 E W Z J Z O 0 W in 1 LO 0 0 z cha�I l Busse Professional Surveyor & Mappe, Florida Certhicate No. 3858 I �18" RCP gERV1cE o 26' 0 WELL 4 00 (?/C11 n (O 1ri Sri M to I WATER METER 194.9' 1 STORY ALUMINUM ;., BUILDING n 94.S n CONC. 8" RCP ASPHALT PAVEMEN� 00 a) N <t O O �- O V O Z li X X X \ II X '-4' BARBWIRE FENCE X X TOP OF FORMBOARD ELEVATION = 2Z56' TOP OF DANK_ RETENTION POND \ X X X X RUSSAKIS INDUSTRIAL PARK Plat Book 33, Page 22 Lot 3 ASPHALT PAVING du- ohu ohu — ohu m ohu ohu ohu ohu — �.—. TOP OF BANK_ N N89'36'20"E(D) 1369.00'(D) N89-39'22"E(M) 1369.04'(M) 200.0' a EXISTING CONCRETE SLAB TOP OF SLAB ELEVATION = 22.52' Elti 0 100.0' O O LOT 4 10.00 ACRES `+ CURB °d TOP OF BANK S89-49'03"W(D) 1368.32'(D) TOP OF BANK S89-5jEOYW(M) �1366.38'(MiDITCH — X X X X X X X X X X X X X X J X X TOP OF BANK 4' BARBWIRE FENCE DESCRIPTION UNPLATTED �T Beginning at a concrete monument at the Southeast corner of the Northwest NOTES: x x 10 x x GRAPHIC SCALE X 50 0 15 50 100 ( IN FEET ) 1 inch = 50 ft. X X X X X z x 7' CHAINLINK FENCE 1 WITH BARBWIRE TOP I I X UNPLATTED — 13.62' PC X N X X---SOUTH X X X X -- X X X X X X LINE THE 1/4 OF THE LEGEND NE 1/4 OF 11 SECTION 11 IR&C = 5/8" Iron Rod w/Plastic Cap IP&C = Iron Pipe and Cap IP = Iron Pipe CM = Concrete Monument CHU = Over Head Utility R/W = R' ht f W 1/4 of the Northeast 1/4 of Section 11, Township 35 South, Range 39 East, g o ay St. Lucie County, Florida; thence run S89"49'03"W along the South line of said 1) Not valid without the signature and the original raised seal of a Florida LS = Land Surveyor Northwest 1/4 of the Northeast 1/4, a distance of 1368.32 feet, to a concrete Licensed Surveyor and Mapper. LB = License Business monument on 'ihe East right—of—way of Rock Road and being 25 feet East of ID = Identification the West line of said Northwest 1/4 of the Northeast 1/4; thence run N00'07'28"W, 2) Lands shown hereon were not abstracted by this office for right—of—ways, cQ-) = Wood Power Pole alongthe said East ri ht—of—wa a distance of 315.74, to a concrete right—of—way, monument; Reservations, Agreements, and\or Easements of Record. Such information CONC,= Concrete thence run N89'36'20"E, a distance of 1369.00 feet, to a concrete monument on should be obtained and confirmed by others through appropriate title verification. RCP = Reinforced Concrete Pipe the East line of the said Northwest 1/4 of the Northeast 1/4; thence run S00°00'17"E, 3) Description shown hereon provided by the client and/or their agent. P.B. = Plat Book along the East line of the said Northwest 1/4 of the Northeast 1/4, a distance of 320.80 PG. = Page feet, to the POINT OF BEGINNING, all lying and being in Section 11, Township 35 South, 4) Underground Foundations and improvements were not located. Range 39 East: St. Lucie County, Florida and containing 10.00 acres, more or less. O.R.B. = Official Records Book 5) Overall parcel contains 10.0 Acres, more or less. No. = Number 6) The last date of field work was March 06, 2001. PRM = Permanent Reference Monument 7) Bearings shown hereon referenced to the West line of the Northwest = Center Line 1/4 of the Northeast 1/4 of Section 11, having a bearing of = Irrigation Valve N00'05'49"W based on Florida State Plane Grid Asimuth. (M) = Measured 8) Elevations shown hereon are based on assumed datum. (D) = Deed = Anchor and Guy Wire 9) FLOOD NOTE: By graphic plotting only, this property is in Zone X, R.L.S. = Registered Land Surveyor according to the Flood Insurance Rate Map, Community Panel No. A = Central Angle 12111CO175 F, Firm Index dated June 30, 1999. The exact designation R = Radius can only be determined by an Elevation Certificate. L = Arc Length An�yy/MMC = Air Conditioner Pad L� = Water Meter e%2 DATE COMPUTER REF• FIELD BK./PG. 9 258 m aP. d w g .. 0035 /11_-14 ... . 9258 dwg.. 0041 /77 79.... 0106/73 80 ..............— 0107/2,20....... 0031 CULPEPPER & TERPENING,INC. CERTIFICATION NO, 4286 CONSULTING ENGINEERS & LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (561) 464-3537 —REVISIONS — BY DATE GENERAL REVISIONS; TOPO FEATURES AND ELEVATIONS ADDED GLM 3/06/01 REVISED PER COUNTY SURVEYOR MJP 3 27 01 / / ADDED CERTIFICATIONS . :.. DF 5/7/01 .. ............................... ADDED FORM80ARD TIE IN .. .. ..... EIR 8/D9/01 ADDED FORMBOARD TIE IN AND SLAB TIE IN ER 8/28/01 BY DATE FIELD MW 12 28 00 CALCS RWB DRAWN .... GLM .1/OS/01 .. DETAILED CHECKED . ...... ..... ....... APPROVED ^ I x O v � v IO O IM I!x EAST LINE OF THE NW 1/4 OF THE NE 1/4 OF SECTION 11 I rfl Y 88MZ Q m Z F� X m I o a 0 O a_ O I- x O � MO O r 4' BARBWIRE 0 I 0 I FENCE 00 V) (n 12.13' X X POINT OF BEGINNING SE CORNER OF THE NW 1/4 OF THE NE 1/4 OF SECTION 11 TOWNSHIP 35 S, RANGE 39 E �\�/ Q� AUG 2 8 2001 St. Lucle County Publicr'" CERTIFIED TO: FIRST UNION COLLINS, BROWN, CALDWELL, BARKETT & GARAVAGLIA ROBERT L. SNOWE ATTORNEYS TITLE INSURANCE FUND, INC. SCANNE® St. Luce County BOUNDARY PREPARED O. AMERICAN CONCRETE DATE: 1-05-2001 HORIZ. VERT. SCALE:1"=50' SCALE: N\A JOB No. 2342 SHEET 1. OF 1 TOP PK NAIL & WASHER STAMPED C&T TRAV LB 4286 � LLJ WASHER STAMPED RWB INC. I.8 6419 SW CORNER OF THE NW 1'/4 OF THE NE 1/4 OF SECTION 11 TOWNSHIP 35 S, RANGE 39 E x x 1a x 0 GRAPHIC SCALE x 50 0 25 50 100 ( IN FEET) X I inch = 50 ft. RUSSAKIS INDUSTRIAL PARK Plat Book 33, Page 22 x Lot 3 x I MITERED ENDWALL Z z 5 d ASPHALT PAVING — — 18" RCP ¢ 2 a a I ttL MITERED - CURB ENDWALL ohuohuehLL,ahu ohu--- ohu ohu ohu dw °hu --�' TOP OF BANK_— — — `�- — — p' I _ —__ TOP OF BANK N89'36'20"E(D) 1369.00'(D) N h SERVICE I � � N89'39'22"E(M) 1369.04'(M) I h 99.7' I 200.0' 5 p �, WELL 1 v� 19as' 1 STORY c1 n m ALUMINUM EXISTING CONCRETE SLAB uj rj M' BUILDING a TOP OF SLAB ELEVATION = 22.52' WATER %C n, 94.3' r• ~:. ❑z i7 100.0' METER I t0i 0 C' rEXNOG o e *0ENDWALL ITERED S0.3'RDS Cv 801' 0 C. AL LOT 4 IRVAGEON MBOARD =ELEVA 100.0' = 22.56' "W 10.00 ACRES t 16" RCP ,.,ASPHALT PAVEMENT w z O F w 00 m 00 a) N It TOP OF BANK oLn l— — — — — — —\ O q \ Z Z RETENTION POND N X X X X X X X X X X LO 0 0 Z x 4' BARBWIRE FENCE I x I x x x &W10 A , - -0 t wind chard W. 'Russell - Professional Surveyor & Mapper Florida Certiricate No. 3858 DATE DESCRIPTION S89'49'03"W(D 4_____S_89*52_'O3 01W(M X -- X X -- X X Beginning at a concrete monument at the Southeast corner of the Northwest 1/4 of the Northeast 1/4 of Section 11, Township 35 South, Range 39 East, St. Lucie County, Florida; thence run S89'49'03"W along the South line of said Northwest 1/4 of the Northeast 1/4, a distance of 1368.32 feet, to a concrete monument on the East right—of—way of Rock Road and being 25 feet East of the West line of said Northwest 1/4 of the Northeast 1/4; thence run N00'07'28"W, along the said East right—of—way, a distance of 315.74, to a concrete monument; thence run N89'36'20"E, a distance of 1369.00 feet, to a concrete monument on the East line of the said Northwest 1/4 of the Northeast 1/4; thence run S00'00'17"E, along the East line of the said Northwest 1/4 of the Northeast 1/4, a distance of 320.80 feet, to the POINT OF BEGINNING, all lying and being in Section 11, Township 35 South, Range 39 East, St. Lucie County, Florida and containing 10.00 acres, more or less. COME REF• FIELD BK./PG. 9258map,dwg.. 0035,/1 i.-14 ,.,, 9258 dw 00 4 77 79 ..............80.... ............... 0.107/2, 20... . ............... 0031 /46-49.... t-1368.32'(D) TOP OF BANK — — — yt-1368.38'(M)) — — — — H j] DITC % X X X X X X —J -- % X_-- X TOP OF BANK 4' BARBWIRE FENCE UNPLATTED NOTES: x x x 7' CHAINLINK FENCE x WITH BARBWIRE TOP +J I I x UNPLATTED 13.62' V x ^ x O v 00 O IO x EAST LINE OF THE NW 1/4 OF THE I� NE 1/4 OF SECTION 11 m z = I LL F x O m I o a. o �✓ o_ o x 2 i. O � O X 4' BARBWIRE oI o I FENCE in (n C,7 % X X X X X -- X X X X X SOUTH LINE OF THE NW 1/4 OF THE LEGEND NE 1/4 OF SECTION 11 IR&C = 5/8" Iron Rod w/Plastic Cap IP&C = Iron Pipe and Cap IP = Iron Pipe CM = Concrete Monument OHU = Over Head Utility R/W = Right of Way LS = Land Surveyor 1) Not valid without the signature and the original raised seal of a Florida LB = License Business Licensed Surveyor and Mapper. ID = Identification 2) Lands shown hereon were not abstracted by this office for right —of —sways, cQ,) = Wood Power Pole Reservations, Agreements, and\or Easements of Record. Such information CONC,= Concrete should be obtained and confirmed by others through appropriate title verification. RCP = Reinforced Concrete Pipe 3) Description shown hereon provided by the client and/or their agent. P.B. = Plat Book PG. = Page 4) Underground Foundations and improvements were not located. O.R.B. = Official Records Book 5) Overall parcel contains 10.0 Acres, more or less. No. = Number PRM = Permanent Reference Monument 6) The last date of field work was March 06, 2001. C� = Center Line 7) Bearings shown hereon referenced to the West line of the Northwest =Irrigation Valve 1/4 of the Northeast 1/4 of Section 11, having a bearing of (M) = Measured N00'05'49"W based on Florida State Plane Grid Asimuth. (D) = Deed 8) Elevations shown hereon are based on assumed datum. \4� = Anchor and Guy Wire 9) FLOOD NOTE: By graphic plotting only, this property is in Zone X, R.L.S. = Registered Land Surveyor according to the Flood Insurance Rate Map, Community Panel No. A = Central Angle 12111CO175 F, Firm Index dated June 30, 1999.. The exact designation R = Radius can only be determined by an Elevation Certificate. L = Arc Length CULPEPPER a TERPENING,INC. CI.'27FICATION NO. 4286 CONSULTING ENGINEERS & LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 (561) 464-3537 -REVI SIGNS - BY DATE GENERAL REVISIONS; TOPO FEATURES AND ELEVATIONS ADDED GLM 3/06/01 .................................................... REVISED PER COUNTY SURVEYOR MJP 3/27/01 ..ADDED CERTIFICATIONS DF 5/7/01. .....................................................:............................................ ADDED FORMBOARD TIE IN ER 8I/09/01. ADDED FORMBOARD TIE IN AND SLAB TIE IN ER 8/28/01 BY DATE ... FIELD...... MW..... 12�28/00 CALCS. RWB DRAWN GLM.. 1/05/01. , DETAILED ............. ...... CHECKED ............................ APPROVED A/C = Air Conditioner Pad P'!?l] = Water Meter POINT OF BEGINNING SE CORNER OF THE NW 1/4 OF THE NE 1/4 OF SECTION 11 TOWNSHIP 35 S, RANGE 39 E TI AU ,> St. L ucie County CERTIFIED TO: FIRST UNION COLLINS, BROWN, CALDWELL, BARKETT & GARAVAGLIA ROBERT L. SNOWE ATTORNEYS TITLE INSURANCE FUND, INC. BOUNDARY SURVEY PREPARED FOR AMERICAN CONCRETE DATE: 1-05-2001 HORIZ. SCALE:1"=50' VERT. SCALE: N\A JOB No. 2342 SHEET I OF 1 i. l TOP PK NAIL & WASHER STAMPED C&T TRAV LEI 4286 /0 W TOP PK NAIL & WASHER STAMPED RW8 INC. LB 6419 ELEV= 21.82'(ASSUMED) RUSSAKIS INDUSTRIAL PARK Plat Book 33, Page 22 I I Lot 3 lA. O Z 5 a a J 4 18" RCP a- D_ I a I MITERED �g �' FIND . 4"x4" CM ENDWALL UNREADABLE 0.20' W ohi h �— — h I I h7- SERVICE� Ih I I '1.. WELL n to L In In iI �I WATER METER rl SW CORNER OFYENW 1%4OF THE NE 1/4SECTION11 TOWNSHIP 35 S,ANGE 39 E- n —ohu— ahu ohu--s,�ohu ehu` ohu ohu Y � N / —TT/// - 200.0' 1 sas' O 1 STORY z o EXISTING FORMBOARDS ALUMINUM < LO TOP OF FORMSOARD ELEVATION a 22.53' BUILDING 0% ❑g 200.0' ASPHALT PAVEMEN❑ ,❑ CONC. N I 60. TOP OF BANK — FND.IR&C RLS 2633 RETENTION POND \ 10.03' E, 0.02' S — x x x x x x x X- — — — — — S89'49'03"W(D S89'52'03"W(M x x x x x x X 1n Z 4' BDESCRIPTION x FENCE E Beginning at a concretes monument at the Southeast corner of the Northwest I 1/4 of the Northeast 1/4 of Section 11, Township 35 South, Range 39 East, St. Lucie County, Florida; thence run S89'49'03"W along the South line of said Northwest 1/4 of the Northeast 1/4, a distance of 1368.32 feet, to a concrete x monument on the East right-of-way of Rock Road and being 25 feet East of I the West line of said Northwest 1/4 of the Northeast 1/4; thence run N00'07'28"W, along the said East right-of-way, a distance of 315.74, to a concrete monument; thence run N89'36'20"E, a distance of 1369.00 feet, to a concrete monument on X the East line Df the said Northwest 1/4 of the Northeast 1/4; thence run S00'00'17"E, I along the East line of the said Northwest 1/4 of the Northeast 1/4, a distance of 320.80 feet, to the POINT OF BEGINNING, all lying and being in Section 11, Township 35 South, Range 39 East, St. Lucie County, Florida and containing 10.00 acres, more or less, x I X I Richard W. Bussall Professional SU-Veyor &-Moisaer Florida Certificate No. 3858 DATE COMPUTER FILE REF. FIELD BK./PG. 9258map7dwg. 0035/11 14 . 925$ dwg..... 0041 /77 79 0106/73-AO .. 0.107/2,20 ........ ASPHALT PAVING _ TOP OF BANK- — — UIICH- N89-36'20-E(D)) 1369.00'(D) N8939'22"E(M) 1369.04'(M) LOT 4 10.00 ACRES 1368.32'(D) 1368.38'(M) x x x x X 4' BARBWIRr -7 FENCE ' UNPLATTED GRAPHIC SCALE 50 0 25 50 100 ( IN FEET 1 inch = 50 ft. X X X x x x 7' CHAINLINK FENCE cuRe WITH BARBWIRE TOP I x I UNPLATTED x_ X— _x X - 13.82' x TOP OF BANK u "x CM RLS 2391 I x V I II I x I I x 0 h x EAST LINE OF THE NW 1/4 OF THE rn IM ❑ NE 1/4 OF SECTION 11 188 Q I H I x LLO m o 0 I� I o X O M Ld O :- x 4' BARBWIRE OI o I FENCE (n �2.13, I I I I I TOP OF BANK — i DITCH::T x u ND. 3"x3" CM —�NO ID X x x J x x x X SOUTH LINE OF THE NW 1/4 OF THE x x LEGENDx x x x TOP OF BANK J NE 1/4 OF SECTION 11 IR&C = 5/8" Iron Rod w/Plastic Cap IP&C = Iron Pipe and Cap IP = Iron Pipe CM = Concrete Monument NOTES: CHU = Over Head Utility R/W = Right of Way LS = Land Surveyor 1) Not valid without the signature and the original raised seal of a Florida LB = License Business Licensed Surveyor and Mapper. ID = Identification 2) Lands shown hereon were not abstracted by this office for right-of-ways, cla,) = Wood Power Pole Reservations, Agreements, and\or Easements of Record. Such information CONC.= Concrete should be obtained and confirmed by others through appropriate title verification. RCP = Reinforced Concrete Pipe 3) Description shown hereon provided by the client and/or their agent. P.B. = Plat Book 4) Underground Foundations and improvements were not located. PG' = Page O.R.B. = Official Records Book 5) Overall parcel contains 10.0 Acres, more or less. No. = Number 6) The last dote of field work was March 06, 2001. PRM = Permanent Reference Monument 7) Bearings shown hereon referenced to the West line of the Northwest = Center Line 1/4 of the Northeast 1/4 of Section 11, having a bearing of = Irrigation Valve N00'05'49"W based on Florida State Plane Grid Asimuth. (M) = Measured 8) Elevations shown hereon are based on assumed datum. (D) = Deed \4� = Anchor and Guy Wire 9) FLOOD NOTE: By graphic plotting only, this property is in Zone X, R.L.S. = Registered Land Surveyor according to the Flood Insurance Rate Map, Community Panel No. A = Central Angle 12111CO175 F, Firm Index dated June 30, 1999. The exact designation R = Radius can only be determined by an Elevation Certificate. L = Arc Length A/C = Air Conditioner Pad = Water Meter CONSULTING ENGINEERS NLFS BY DATE GENERAL REVISIONS;�TOPO FEATURES AND TIONS ADDED GLM 3/06/01 & LAND SURVEYORS REVISED PER COUNTY SURVEYOR MJP 3/27/01 II II PEPPER & �'v ADDED CERTIFlC..I... DF 5/7/01 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 3 81 TERPENING,INC. (561) 464-3537 ADDED FORMBOARD TIE IN ............ ............. ..... ...... ER 8/09/91. CERTrICATION N0. 4286 t BY DATE FIELD MW 12/28/00 CALCS RWB DRAWN GLM. 1/05/01... DETAILED CHECKED APPROVED POINT OF BEGINNING SE CORNER OF THE NW 1/4 OF THE NE 1/4 OF SECTION 11 TOWNSHIP 35 S, RANGE 39 E AUG 10 2001 Lucie COUIV r PUibYC CERTIFIED TO: FIRST UNION COLLINS, BROWN, CALDWELL, BARKETT & GARAVAGLIA ROBERT L. SNOWE ATTORNEYS TITLE INSURANCE FUND, INC. DATE: 1-05-2001 HORIZ. SCALE:1"=50' VERT. SCALE: N\A JOB No. 2342 SHEET 1 OF 1 gvIGI>iNG P�,tz u/r IVO, 2/0503,Qt;2!S BOUNDARY SURVEY PREPARED FOR AMERICAN CONCRETE I a UCTURE FORT PIERCE, FLORIDA I ST. LUCIE COUNTY . I,rf" FIRE DISTRICT REVIEWED FOR COMPLIANCE -, AND v SUBJUCT TO FINAL FIELD INSPECTION ICI, ' I OM444DATE: SEE ATTACHED REVISION SHEET 2400 Rhode Island Ave. Tel: (561) 462-2312 Ft. Pierce, FL 34950 Fax: (561) 462-2323 tHfg� ARE S�I "A: RfQaJfCTlA.O�� � pR 0A0S ,RfD Y�ANYCORRE fDO RK MAY fiaE i£LDONSP NECESS�fECTOR8r1mrCC�upYY1ITf;gLL �L���ECODfS RL11E;eD DZ TV D»eeµEDe�R bvv tANNQ cDntSt( PL.t.NS L � C\'SPEcT o, IYtyI' BE PT 0N E. 7 z0)v/1-b1iv(5; A�WT -?� 21,57b 03 4�/- . FEVF31DN8 DATE 1 BLDG DEPT COM. 6/01 2 3 i N N C m O 0� Mm LJ 3 rN ti a a° m H 3 i K i pi �N W :5.1 s N +aoLn U � 6) Z Q) D W c.00� C > c o u W W N x W 0 U W Z Q 0 W cc 0 w Y LL Q: U 0 w U Z 0 Z w 0 0 a N Z CO cc O U LL LU WCC G Q � \ Y r DRAWN ML CHECKED ML DATE: 5/4/2001 SCALE NONE SOD No. 00-252 SHEET W-AO OF 7 SHEETS 1 A- Cr- D - - F I I zo IN 1 `2 3' 4� S) E I �7� B j 9) 'T 20D'-0" H 5 H H 21 _ - 20-0 20_0., 20.'a_ O H I H H VERT DIAG ROD BRACING H -CRANE BAY COLUMNS I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I CRANES SHALL BE NO CLOSE(t 1 _T- THAN 20 FT (ONE BAY) AT ANYTIME I I I I ` I 25 TON BRIDGE 10 TON ' (, I CBRIDGE CRANE CRANE I I I I I I I I I I I I I I I I i I I I I I I I Si HEET A2 LJ F_R DETAILS H T H TH L—_J H L- .--�_ �1 MENy I I a_ 1 E WC Tlll F :C•. ., � r � - � dp �� r��1�.R '�' �' �.Y I � ' p��i �I�I i i Yn kp -30xb'8 iP"s Q INTERIOR DOORS AT BATHROOMS " I �)� _ 3 TON ' 11 — I CRANE BRIDGE I i i I I i 0. o I l a "L I OVERHEAD DOOR CO. �L; x SECTIONAL STEEL DOOR I '•, SERIES 424 VERTICAL LIFT 1 1 DESIGN NAND PRESSURE t 35 PSF (TYPICAL OF 3) L _ J <)C' 16'X16' ROLL -UP ; VERT DIAG ROD BRACING / Q 60 2-0'-0--- 20'-0 _ 20'-" 100'-0" FLOOR PLAN I N )N a KEY PLAN 110? T I 20'-0" 20_0" 20-0---_�. 20 -0 DESIGN NAND PRESS ±35 i (TYPICAL OF 3) SEE DETAILS ON SHEET WA5 � I u t C9 _ Z J O rr N O x 'v N x ro SEE SHEET AS EXTERIOR MAN DOORS STEELCRAFT SL20 DESIGN WIND PRESSURES t 35 PSF-- (TYPICAL OF 3) H —VERT DIAG ROD BRZING H VERT DIAG ROD BRACING H H j ® I s 18'X20'-6" HORIZ ROLLING m — 9 3'Or6'8 EXTERIOR METAL DOOR TYPICAL J J 0 7 rr _ 2 ifl X E REy7£►{Fn IN A FEvAoNa DATE BLDG DEPT COM 6/01 L, DOOR SCHED. 2 3 i N N i MT W ?M ti o a z W3aaO+ SID M ' VQ n Z W L'Do0 + N 3 i i� In i u • Q J 0 a I aC Q 0 LL W i N D 0 Z o a 0 W im 0 J W Y LL cc U U a w Z U O Z w U O a to Z M Q 0 U LL cc W V Q 6 DRAWN ML CHECKED ML. DATE 5/4/2001 SCALE AS NOTED .JOB Nip, 00-252 SHEET WAl- LF 7 ;HECTS 0 r R- 30 INSUL 6" - 20 Go METAL STUDS AT 1 07C W/ 1/2" GYPSUM SHEATHING TOP & BOT 1/2" GYPSUM WALL SHEATHING EACH SIDE ON 4"- 20 GA METAL STUDS AT 16" O.0 R-11 BATT INSUL 0 6"-20GA METAL TRACK j W/ #8 SCREW EA STUD EACH FLANGE IV p8 SCREW EACH STUD MEN \ E WC 3'Ox7'0 INTERIOR DOORS AT BATHROOMS FLOOR FINISH AND BASE BOARD -. EACH FLANGE TO TRACK' AS SELECTED BY OWNER TYPICAL CONCRETE SLAB ON GRADE '1 4"-20GA METAL TRACK "` j W/ 0.177 0 POWDER ACTUATED FASTNER TO SLAB AT 16" U C. MAX BATHR 1/4" _ 1 -C WALL SECTION, NOT TO SCALE N. O I 3'0 VENT TO GRAVITr CITY SEWER CLEAN COT AV LAV - URINAL WC WC 4 0 / 4 0 ^ IN 0 PUMBING RISER NOT TO SCALE NI r- PAINTED DRYWALL I II ELEVATION WOMEN'S TOILET 1/4" = 1'-O" CERAMIC TILE WAINSCOT Al KEY PLAN 3P {ki'^�,, "`,�T, �a`•.��- t4 ^I rYr� r C ryr P 'P+°�{k r h� 1 y h- N WASHROOM ACCESSORIES GRAB BARS Oi BOBRICK a-6806 X 42 1-1/2" DIAMETER, 42" LONG. STAINLESS STEEL. CONCEALED MOUNTING MOUNT 33" vmp rr A F. TO TOP OF RAIL GRAB BARS BOBRICK y8-6806 X 36 1-1/2- DIAMETER, 36" LONG, STAINLESS STEEL, CONCEALED MOUNTING MOUNT 33" A FF. TO TOP OF RAIL TISSUE DISPENSER O BOBRICK /8-2740 CAST ALUMINUM, SINGLE ROLL, SURFACED MOUNTED NTH THEFT RESISTANT SPINDLE. WALL MOUNTED AT 32" A.F.F. MIRROR 4� BOBRICK y8-165 18X36, STAINLESS STEEL FRAME. 1/4" PLATE GLASS, 18-X36" PAPER TOWEL/ O COMBINATION PAPER TOWEL DISP / WASTE RECEPTACLE WASTE RECEPTACLE MOUNTED O 38" A.FF. BOBRICK #B-3944 PAPER TOWEL O PAPER TOWEL DISPENSER MOUNTED DISPENSER 0 38" A.F.F, BOBRICK #B-262 WASTE RECEPTACLE O WASTE RECEPTACLE BOBRICK pB-279 O 24" A.F F, BOBRICK #8-279 SOAP DISPENSER ® WALL MOUNTED SOAP DISPENSER 0 40" A F F , BOBRICK #B- 40 TOWEL BAR Og WALL MOUNTED TOWEL BAR 0 40- A.F.F., BOBRICK #B-673 24" LONG CURTAIN ROD ® WALL MOUNTED SHOWER CURTAIN ROD BOBRICK MB-6047, 36" LONG (VERIFY IN FIELD) PAPER TOWEL/ COMBINATION PAPER TOWEL DISP./ WASTE RECEPTACLE WASTE RECEPTACLE MOUNTED 0 38' A.F.F. BOBRICK #B-369 NOTES: 1) BOBRICK WASHROOM EOUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC , AMERICAN DISPENSER, ABBADLEY. 2) PROVIDE SOLID WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS. 3) ALL FIXTURES SHALL BE INSTALLED PER THE FLORIDA ACCESSIBILITY CODE 1997 EDITION ---- �, 'ST• LU lE ---- RE�w-CO�, yBl DAvWED gY 0111, CE �� C fififi PIAN l OR �D P IT Co , L _:1 r•Ti ----- NOPVSPE Q W S B K E ® r r u L BE AIA N 00 I N ? NI HL I;<2�'> <8> EWC URINAL L A V TOILET ACCESSORIES MOUNTING HEIGHTS 1/4" = 1'-0„ JOB A FEVIBIONS DATE �1, BLDG DEPT COM 6/01 2 3 L d a O Z I"I w j o ii 17 6 d a M 3 ~Llf) K + o Iu W u >L i W 3a m S u Lr) 'M� L y+ �M wi-. G VW,D W ��polr ~� 3> N L o _ u VJ Z W a N J a 0 Lu 0 0 a cic 3� W MW r N Z a o W cc 4 J W Y LL � U U ui Z U 0 z w U O a U Z CO a p U LL W DRAWN ML CHECKED MIL DATE 5/4/20Q1 SCALE AS NOTED JOB Na 00-252 SHEET WA2 OF 7 SHEETS A', D HI RIDGE EAST ELEVATION 1 /8" = 11- 0" .,M GUTTE.. & DOWN SPOUTS TYP AT 40 FT EA SIDE 16\ 1 i zoo'-o" SOUTH ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8 = 1'-0" w fD WEST ELEVATION 1/8'. = 1'-0.' E%ISTING STRUCTURE OFFICE ADDITION KEY PLAN (� RIDGE A 1 RE V WED OR Cy B DIN DAT�WEDpy ci��CE�'LSIO OR A pEC R17IT ST l TIO,N ILL BEEMADE O'yJ B F'EVOONS DATE 1 BLDG DEPT CON, 6/01 3 L W d S V .� 01 M = Rl w 3 cn d 6 �� M 3 L N R + N N W u >4 i W SID N i Vo Vl L Z �vcn W ID L.nou ~a) 3 > Ul o _ u z 0 W Q 0 W J = W W W H X W N W ix 0 z °a o O W OC O H J W Y LL cr U ' U w z U 0 Z.w U O a N z M Q O U LL " r DRAWN: ML CHECKED: ML DATE 5/4/2001 SCALE 1/8' = 1'-0' JOB No. 00-252 SHEET WA3 OF 7 SHEET; 12 1/2 METAL ROOF PANELS 4'-0" 4'-0" CRANE COLUMN & FTG A BUILDING SECTION WA4 112,. - ,-o SPOUT CENTER CIE COUNTY BL k ED FOR C nI Dn'G D j ED BY Li9NCE MSION IV PECT p WUL li TO,NJO E, U REVRON13 DATE I BLDG DEPT. COM 6/01 2 3 i N N i 00 Nc w 3 rN J, L7 o y Z s 3Ln C O K -H Q,— N W u >- W :3 41 " L a Z rn`w W i nokn ^0, 3 N L O u Z O U W N Z 00 N W H N D Z Q o O W ix O H J W Y LL � U U Ix w Z U O w U O a Z M Q O U LL ix DRAWN: ML CHECKED ML DATE: 5/4/2001 SCALE 1/2, = 1'-0, JOB No. 00-252 SHEET WA4 OF 7 SHEETS ..% Ca 3 r . v GIRTS SHALL BE SPACED AT 5'-0 O.0 VERTICALLY PROVIDE ADDITIONAL GIRT AT 24'-0 HIGH DOORS T r AM 7�— 20'-0" 18 FT x 20 FT 6 IN 18 FT x 24 FT END WALL FRAMING ELEVATIONS SCALE 1/8" = V-0" •w �'mr un �Ih _ ."�� �Czy : v� ,"aqSY �ii.��', —TOP ROLLER GUIDE ASSEMBLY ALV -`�� TYPLEATOFRNECK 6D00 SA y c yqq qt; f _ 3 a -- BUTLER STD CLIP 1"-�- L 5 1/3"a 1 1/2" x 9 3o CLIP f W/ 1/2" 0 BOLTS II III TYP AT ALL CONNECTIONS. 0 q I a N 00 z > w < J Q m 8"Z2 1/2" a) 0 N _ 3 ® O = U N I oN � M O V ~ N N m 8"Z2 1/2"(1'o o) t- — c> 4 . I v 8"Z2 1/2"(I$a) 1/2" (8Go) G LV I BUTLER II WALL PANEL (24Ga) MATCH EXIST, ATTACH TO GIRTS WITH BUTLER /,8 TORX FASTENERS AT 12` 0 C IN FIELD AND AT 6" O C AT TOP & BOT EDGES 1_3x3m3/16 DIAG BRACE WELD ALL PTS OF CONTACT BOTTOM ROLLER GUIDE ASSEMBLY j LEATHERNECK BR-9 ITYP OF 2 EA DOOR L3x3x3/16 VERT EA SIDE OF WHEEL ASSEMBLY WELD TO 9"C TOP OF RAIL 18 FT x 20 FT 6 & 18 FT x 24 FT SLIDING DOOR PANEL ELEVATION - SCALE 1/4" = 1'-O" EXTERIOR 9"C3 1/2" (8Go) FRAME SHALL BE GALV. 0 OVERHEAD DOOR hp, p�yJ S _ METAL BUILDING "C" SECTION TO BE DESIGNED AND FURNISHED BY METAL BUILDING MANUF. a r TYP EA JAMB DOOR HARDWARE &­_,V, 1/8 3 ®12 ATTACHMENT DESIGN BY OTHERS PLUG WELD LL BOLT HOLES OVERHEAD DOOR JAMB DETAIL 3 117 END PL 1(2%6"00 , W/4-3/4'A325 BOLTS �1/ STAGGER IP. WELDS 1 14P 3 STEEL BUILDING ---j COLUMN BY BUTLER W12 & DOOR 8 112' E/FULL LL PENETRATION LD AT FLANGES P & BUT TO END WALL COLUMN TYP PENETRATION T WEB 10"C14Ga CLIP AT 8'-0" QC, WELDED TO BM IO'-- STD. BUTLER EAVE STRUT T/W12x58 FASCIA BY BUTLER 1/4" WEB STIFF AT SUPPORTS �- (2 EA BM) CONT L5x3x3/8 (LLV) / --CONT L6x4x16 Go (LLH) WELD TO BM FLANGE T/DOOR FRAME 4" AX \___ TOP ROLLER GUIDE ASSEMBLY LEATHERNECK 6000SA SEE SPECS ---- BUTLER STD CLIP ANGLES 1/4" WEB STIFF PLATES TYP OF 4 PER COLUMN (2 EA SIDE Of WEB) BUTLER II WALL PANEL TO MATCH BUILDING ELEVATION 4' I DETAIL FACE OF GOLUHN 1/4 1 1/2' W12 & DOOR 8 1/2" 2 1 2' C DETAIL 1' = 1 -0' P(DL) = 1 6 K V8,18 HAUNCH P(WIND) = 2 3 K M(WIND) = 1.2 FTJK BOT/DOOR HEADER +24'-0" A.F.F. ® 18'x24' DOOR +20'-6" A F F 44 18'x20'-6" DOOR I .i� � y� p t1` •� L3x3x3/16 DIAL BRAC 7 7i,' L3x3x3/16 VERT EA SIDE { 0s OF WHEEL ASSEMBLY ' (PROVIDE BOLT HOLES) �s BOTTOM ROLLER GUIDE ASSEMBLY rt LEATHERNECK BIR — CONT. ASCE 25# CRANE RAIL W/ 1/4" STEEL PLATE; / STOPS WELDED TO RAIL EA END •, „. 1_3x30/4 x 16" AT 2'-0" OC f �— W/2-5/8"2 A307 ANC BOLTS / W/ DOUBLE NUTS & WASHERS (8+3) A SECONDARY CONCRETE POUR .:. ' P atafc y +0-'0" T/SLAB 0 V W 9 =m Z VI � z� —� :D W O � • J � W J J 3 z m z w> W am LOAD DIAGRAM TO BUILDING COLUMN___ NOT TO SCALE ADEQUACY OF END WALL COLUMNS TO RESIST LOADS IMPO'+ED SHALL BE VERIFIED BY BUTLER MANUF. CO. KEY PLAN EXISTING END WALL COLUMN W80 8 HAUNCH FIELD WELD TO END WALL COLUMNS W12x58 TOP/W12x58 +25'-10 3/4 0 18'x24' DOOR +22'-4 3/4 ® 18'x20'-6" DOOR TOP/DOOR FRAME m� +24'-4" A.F.F 0 18'x24' DOOR +20'-10" A F F 0 18'x20'-6" DOOR BUTLER II WALL PANEL TO MATCH BUILDING ELEVATION �I _.-- HORIZ GIRTS 8'Z12Go x 2 1/2" FLGE �_'STD 9Go CLIP W/ 1 /2" e BOLTS_ 8"Z12Ga x 2 1/2" FLGE (TYPICAL OF 2) _. WHEEL ASSEMBLY TYPICAL OF 2 PER DOOR) i SEE MANUF. SPECS CONT ASCE 25 # CRANE RAIL ON L3x3x 1/4 0 6" AT 24" O,C. W/2-5/8"0 A307 ANC BOLTS W/ DOUBLE NUTS & WASHERS +0-'0" T/SLAB (8+3) a SECONDARY CONCRETE POUR IN APRON 2 Rev UCH coua r wA5 rkDINC IVrSI �R C� n Dq WED E B ttAA,, PLAN R OSL�'SPE� R �� S E WI LL BE AKEPTCE. aN OB A SECTION THROUGH SLIDING DOOR WA5 SCALE , = i -0 NOTE HORIZONTAL SLIDING DOORS HAVE BEEN DESIGNED TO WITHSTAND THE LEEWARD AND WINDWARD PRESSURES RESULTING FROM A 110 MPH WIND REGION DESIGN WIND PRESSURES OF t 35 PSF BASED ON THE TRIBUTARY AREA IN ACCORDANCE WITH THE STANDARD BUILDING CODE 1997 EDITION. v FiEVOCINS DATE 1 BLDG DEPT COM 6/ 01 2 3 L a v U Z c a N � w 3rn N 6 a L • H 3 3 R W + N�N u aL i W 3 sm H �ao� L7 omq,— Z W 0)e tn7) c 'D 0 w 3 N c 0 u J Q W 0 0 O 0 Z co Z Q 0 K W cc 0 f— W Y LL U U w w Z U O Z w U o a Z M r� Q 0 LL _U m W Ad a �y DRAWN ML CHECKED ML DATE 514/2001 SCALE, AS NOTED JOB No. 00-252 SHEET WA5 OF 7 SHEETS m D A}_--- -- C1 m F}_ 1 I L KEY PLAN �1 2 31 41 5 1 I A WA4 200'-0" 8 -0' 20'-O" _ 2Q_ 0'__ 20 -0" 20'-0" 20 -0" 20 -0" 20 -0" 20 -0" 20'-0" ' � 20'-0" 8- -- — — — — — — L — — — — — — — — — F„1 -O — GB -I a - — - GB-1 N I r 20-FT 0 C TYP, - ---- I L) F N t I o I I SAW CUT o '1 N _ I I I L r F I I GB -I F1 � o I t I I I L r F SAW CUT n I, I I o I I i r I � (H? T1 6„ F2 ANCHOR BOLT SCHEDULE BOLT DIAMETER MAX. UPLIFT LOAD ON BOLT MAX. HORIZ. LOAD ON BOLT MIN. EMBED DEPTH ( D) PROJECTION (P) Hoots DIM ( H ) 1/2" 2,840 LBS. 1,960 LBS. 8" 2' 2 1/2 5/8" 4,520 LBS 3.070 LBS 10" 2 1/2- 3" 3/4' 6.690 LBS. 4,420 LBS. 12' 2 1/2" 4" 7/8" 9.230 LBS. 6,010 LBS. 14' 3" 4 1/2" --5- 1" 12.110 LBS. 7.850 LBS. 16" 3" -- 1 1/4" 19,380 LBS. 12,270 L85 20` 3 1/2" 6 1/Y 1 1/2" 28.n0 LBS. 17,670 LBS 24" 3 1/2" 8" 1 4" 3/ 3 97U S LB 4 S 2 ,050 LB 28" - 4" - y5 HAIRPIN WITH 8 FT LEGS TYPICAL WHERE SHOWN — — — — — — — — Tl F2 BOTTOM OF P / BASE PLATE D F2 TI 0,. •�1 CONSTRUCTION JOINT IN SLAB W/ METAL I�E'i drb'nf F 5,F'.. 5 - g 01 ' DOWEL & EPDXY F-1—� BOT REINF INTO SIDE OF I b GRADE BM GB -I I EXTEND TOP REINF OVER GB-1 (TYPICAL x 2) I L, J /F1 I I I o � o N I J I I r o I I T1 F2 6". F2 DESIGN LOAD CRITERIA DESIGN LOADS PER S.B C 1997 EDITION ROOF LIVE LOADS . .W/S B.C. REDUCTION. 20 PSF DEAD LOADS BUILDING FRAMING PER METAL BLDG. MANUF. COLLATERAL LOADS .. .............. ...3 PSF WIND LOADS (PER SBC 1997) ..,...... _,__._110 MPH DESIGN WIND PRESSURES AT EXTERIOR WALLS END ZONES 45 PSF INTERIOR ZONES 40 PSF CONSTRUCTION NOTES 1. FOUNDATION PLAN AND ANCHOR BOLT SETTING PLAN SHALL COORDINATED WITH AL OTHER DRAWINGS. A DISCREPANCIES LO E G LLDIS ! ANCIES OR CONFLICTS SHALL BE RESOLVED PRIOR TO PLACING CONCRETE. 2. THE OWNER SHALL EMPLOY AN APPROV(D ENGINEERING INSPECTION AND TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, CONCRETE INSPECTION, SOIL COMPACTION, ETC. TO ASSURE COMPLIANCE WITH ALL REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, 20' --�E --- G GB-1 — THICKEN SLAB 8'1 ABOVE GRADE BEAMS TYPCAL I I ~ J / 1 I I I I I I I t 1 � CONTINUE TOP BARS OF T1 OVER GRADE BEAM GB-1 I TYPICAL_— -- i - FOUNDATION SCHEDULE MARK D SIZE x (W) x L REINFORCING REMARKS GB-1 3'-0" x 8'-0 x CONT. — 6#8 CONT T & B, p4 STIRRUPS AT 18" O C 1#8 CONT EACH SIDE T/FTG -0'-8" - MONOLITHIC -T1 1'-6" x V-6" x CONT 2#5 TOP & BOT CONT FI _ _ 1'-6" x 4'-0" x 4',0" 5#5 EA WAY TOP & BOT 5#5 EA WAY TOP & BOT MONOLITHIC F2 _ 3'-0 x 4'-0" x 4'-0" -- T/FTG -1'-6" FOUNDATION PLAN 1/8,1 = 1'-0" FOUNDATION NOTES 1, FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2.500 PSF WITH A MINIMUM COMPACTION OF 95 OF ITS MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 AS STATED IN THE SUBSURFACE INVESTIGATIVE REPORT BY DUNKELBERGER ENGINEERING & TESTING, INC DATED NOV. 17, 2000 REPORT NO.00- 11-906, 2 CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE IS OBTAINED PRIOR TO PLACEMENT OF FOOTINGS. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ALL ORGANIC DEBRIS. 4. CONTRACTOR SHALL REFER TO SOILS REPORT FOR ALL CLEARING, GRUBBING AND COMPACTION REQUIREMENTS CONCRETE NOTES 1. CONCRETE WORK SHALL BE IN ACCORDANCE 'NTH A.0 I 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST EDITION AND A.C.I. 318 "THE BUILDING CODE REOUIREMENTS FOR STRUCTURAL CONCRETE". 2, CONCRETE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS, WITH 3/4" MAXIMUM. AGGREGATE AND A SLUMP OF 4"tt", 3. THE MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: CAST AGAINST EARTH 3 IN!, FORMED SURFACES EXPOSE TO WEATHER 1 1/2 INS D 4. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60. 5. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185. 6. CONCRETE SHALL. BE TESTED BY AN INDEPENDENT TESTING LABORATORY AND CYLINDERS SHALL BE TAKEN ON SITE AND TESTED IN ACCORDANCE WITH ACI AND TESTED AS FOLLOWS: 1 ® 7, 1 ® 14, 1 ® 28 AND 1 ® 56 DAYS. NOTES 1. TOP OF SLAB AT 0'-0. REFERENCE ELEVATION AT ELEV + 22 5 FT N G V 0 REFER TO SITE PLAN. 2 CONCRETE SLAB ON GRADE SHALL BE 5" THICK WITH 4x4-W2 9xW2 9 WWF ON TREATED COMPACTED SOIL 3 SAW CUTS SHALL BE 1/8" WIDE x 1-1/4" DEEP AND SHALL BE MADE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE SAW BLADE. ST GUCS PE"EW C0llA' I�qlIIGA,I►�DFpg N E�DV n—� (� Rp✓, AAOSS�DEI CTION I ST WII L BE PRE-ENGINEERED METAL BUILDING 1, PRE-ENGINEERED METAL BUILDING COMPONENTS SHALL BE DESIGNED FOR ALL LOADS PRESCRIBED HEREIN. METAL BUILDING MANUFACTURER SHALL COORDINATE AND SUPPORT ALL LOADS SHOWN ON DESIGN DOCUMENTS. 2. METAL BUILDING MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER TO STRUCTURAL ENGINEER PRIOR TO FABRICATION. 3. METAL BUILDING MANUFACTURER SHALL DESIGN THE METAL BUILDING SYSTEM WITH CONSTRAINTS AS INDICATED IN THE DESIGN DOCUMENTS, NOTING ALL OPEN AREAS WHICH DO NOT ACCOMMODATE DIAGONAL BRACING. 4. METAL BUILDING DESIGNER SHALL FURNISH BUILDING REACTIONS FOR FINAL REVIEW BY ENGINEER OF RECORD. 5 PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED TO SAFELY SUPPORT ALL VERTICAL, HORIZONTAL AND LONGITUDINAL LOADS INDUCED BY OVERHEAD BRIDGE CRANES IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" LATEST EDITION. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, 2, STRUCTURAL STEEL HOT ROLLED SECTIONS SHALL BE AS FOLLOWS: WF SECTIONS & PLATES ASTM A36. 3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "CODE OF STANDARD PRACTICE". LATEST EDITION. 4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. DI WITH E70XX ELECTRODES FILLET WELDS SHALL BE MIN, 3/16" UNLESS NOTED OTHERWISE 5, HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325 AND SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR PLANE. 6. ALL STRUCTURAL STEEL AND WELDS SHALL BE CLEANED AND PAINTED WITH A RUST INHIBITIVE PRIMER WITH A MINIMUM THICKNESS OF 1.5 MILS A FiEVI810NS DATE L, BLDG DEPT COM. 6/01 2 3 i d v i M cu w3m as 1Z 3 oLo i p1cN W u > i W 3 sm .Z4 -i a o LnD cn 7N Z W �11 N i i O u Z W ,J (n a Z 2 _0 W I 3 Z 0 LL W F' 0 Z o Q 0 W 0 y LL W U 0 U w Z U Cr- 0 Z W U 0 a N Z M � U LL v OB W DRAWN+ ML CHECKED ML DATE 5/4/2001 SCALE; 1/8' = V-0' JOB No, 00-252 SHEET wSl OF 7 SHEETS I I I - ' I I I I ' IV I EXIST. R/W I I I .1 1 LINE( I I1 I ---------------------------------------------'--'-- ------------------------------------------- I EXISTING ASPHALT ENTRANCE ROAD I I I 0 -- -------------------------- ------------------------------------------------------- I I EXIST. R/W/ LINE - } -----------OE------------------------------------- I I I I I I I III i i 550.00' 1 , BUILDING SETBACK (TYPICAL) o A PLATTED RUSSAKIS INDUSTRIAL PARK LOT NO. 31 P.B. 33, PG. 22 ZONING= IH LAND USE- IND. WESTWIND INTERNATIONAL, INC. N 89'36'20" E o ^LIGHT (TYPICAL) o 1 O O ELECTRIC SERVICE � --- 1 6 , 0.23 !----------.- — — — — — — - — — — — — — — — — — — -- � —— c� 194.75' 200' v I ; EXISTING 4" SANITARY S WER - I IM EXISTING BUILDING o� I PROPOSED BUILDING CLEANUT12,245 S.F. 15,000 SQUARE FEET F.F.&® 2250 t' III l i i i I' I I BUILDING HEIGHT 24' ellBUILDING CONSTRUCTION — METAL 100' EXISTING WATER SERVICE 1 ' I I I /Ak 50.00r-_-I'�------- 12'x55' 14.00' — OFFICE � /4" WATER METER OFFSTREET LOADING Io n 1-0p l II I N ADDITION Io o ' li I N 1125 SQUARE FEET j I N N I 80.58' i1 I I 50.30' 45' 50 00' A, —1 2' II. 1 2'" A 1 2' 1 Q , I I '.1 1 / I / r� ✓/ / 18 SPACES: 00 I I H ; AA. ILL_ 1 ; I U I i F "o EXISTING PAVEMENT T i N r — — — — — — — — I 1 PROPOSED PAVEMENT 12'x55' (n O II I I ao x I L — _ OFFSTREET LOADING z u C' III I I I I w -------- I— — L`' -- - I i W 10' i 9 SPACES i i I II (n I I •-• 1 o I I 1 1 8 RtSER1%ED SIPACEt I Q v I I I 1Co 1 1 I I I I I I I I DUMPSTER \<> IL 1 I 1 ; i_ _ _ J _ _ _ J L _ L_ _I - -1 - -1- - 1_ -I- J - J CL Q —j L___l___I___J___1__..l_ — z z Z I I I I r. F---�-----T---T---F---� --� I N Q � I I I I 2T g' j�" 10 I I I 1 7 RLSEIR1}ED SbACEt 9 SPACES ' I I I - Q i EXISTING GONG. SIGN Q (6' HIGH) PROPOSE) rn I O 3 PAVEM�r;i �I I I I of 1 III I I � I I I 1 I I i I I I I I I I I I 1 I I i Y i Q 9 SPACES I ?� I I 1 7 R�SER1}ED SbACEIi ! I I0 I I I I I I I I 0 V 1 .._t._. L_—I——.1-1_L__I_J I p z 50' I I I LL 1 _1I 1I I 1 1 I I I -- --_--- — — — — —18.5-----�-------------_ /- OUTFACE (EXISTING GROVE DITCH) ITT----- --- _________ED_ I 01 _ _ — _ EXISTING � ' PROPOS_V4 I I 1 I 1 I RETENTION AREA TF_ RETENTION AREA —� I _ l I u1' I zoo' I I 80'_ I_ I - I I I I I -(OEM---�--I------� \-------.-------18.5------ -----------�--- 551.49' In--------------� 0 In I I I I I S 89'49'03" W UNPLATTED I 35' +25' ! EXIST. R/W LINE ZONING- CG 1 I GENERAL NOTES LAND USE= COMM. , I I 11 I 1 1 t. PROJECT NAME: AMERICAN CONCRETE INDUSTRIES, INC. 11. EXISTING ZONING: IH (INDUSTRIAL, HEAVY) 14, DEVELOPMENT SCHEDULE: I I I I I I 2 LOCATION' ROCK ROAD MONOLITHIC FOOTER — W/(2) N-5 BARS W 10"z12" WIRE ELEVATION 10'-0" I I 6" CONC PAD I W" I O10 GA Wm. W.M. ON COMP. FILL 6" CONC. BLOCK 1-1 CEDAR GATES PLAN DUMPSTER ENCLOSURE Ft. Pierce, FL. 34945 12. SITE COVERAGE: Square Percentage Construction to begin: 4- 1­': EXISTING Acreage Footage of site Construction to be completed: 10-1,-2001 3. OWNER: AMERICAN CONCRETE INDUSTRIES, INC. Building 0,28 12,250 2.81% 15. UTILITY SERVICE: ROBERT L. SNOW Parking 0.38 10,504 2.41% 4. ENGINEER: CULPEPPER & TERPENING, INC. PROPOSED Water Service: (F.P.U.A.) P O. BOX 13360 FT PIERCE, FLORIDA 34979-3360 Building 037 16,125 3.70% Sewage Treatment: (F P.0 A.) FL. P.E. REG, 15823 Parking 0,35 15,121 3.48% FL. P.E REG. 24276 16. SITE DRAINAGE: 5. SURVEYOR: CULPEPPER & TERPENING, INC. The stormwater management system will consist of P.O. BOX 13360 Total Impervious 0,66 54,000 12.40% on site detention with discharge to existing outfoll. FT. PIERCE, FLORIDA 34979-3360 Total Open Space 9 24 381,600 87.607 Total Site Area 1000 435,600 100.0% 17. BUILDING HEIGHT: 24' 6. TYPE OF PROJECT: 1. GROSS PROJECT SIZE: 8. BUILDING SIZE: 9. EXISTING LAND USE: 10. FLOOD ZONE. INDUSTRIAL 10.00 (AC.) EXISTING= 12,245 S.F. PROPOSED ADDITION= 16,125 S.F. TOTAL BUILDING AREA= 28,370 S.F. MXD "X" PER FIRM MAP NO. 12111CO175, EFFECTIVE DATE AUGUSI" 19,1991 13, PARKING Required (2 SPACES/ 1,000 S.F.) 25 spaces Provided - (17 Paved, 8 Reserved) 25 spaces Handicapped Spaces Required 1 space Handicapped Spaces Provided 1 space Loading Spaces Required 1 space Loading Spaces Provided 1 space PROPOSED Required (2 SPACES/ 1,000 S.F.) 32 spaces Provided (18 Paved, 14 Reserved) 32 spaces Handicapped Spaces Required 2 spaces Handicapped Spaces Provided 2 spaces Loading Spaces Required 1 spage Loading Spaces Provided 1 Space COMPUTER FILE REF. FIELD BK. PG. / 9258SI TE. D WG PRELIMINARY NOT FOR CONSTRUOlON- i:� _ lIIIINOR r gl4"SION (" AF ROVED DATE: Os�ol of SPTBC REP. LEGAL DESCRIPTION 0 in A 1369.00' 33� 1368.32' 819.00' 6.00 ACRES t 261.150 S.F. 816.82' " BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN S89'49'03"W, ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32', TO A CONCRETE MONUMENT ON THE EAST RIGHT-OF-WAY OF ROCK ROAD AND BEING 25' EAST OF THE WEST LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00'07'28"W, ALONG THE SAID EAST RIGHT-OF-WAY, A DISTANCE OF 315.74', TO A CONCRETE MONUMENT; THENCE RUN N89'36'20"E, A DISTANCE OF 1369.00', TO A CONCRETE MONUMENT ON THE EAST LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN SOO'00'17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 OF TH NOTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIIDA AND CONTAINING 10,000 ACRES, MORE OR LESS. PROJECT LOCATION 1400 ROCK ROAD S.L.C. JAIL ENTRANCE ROAD DRIVEWAY LOCATION SKETCH N . T. S. GRAPHIC SCALE 0 0 a ( IN FEET ) 1 inch = 000 ft. 40' Q 0 O LIJ o � LLJ J / I I� U, V � z o z z D 0 Q 0 o © AIA I\_aNSHNE TATE PARKWAY GRANGE AWN U 61 "" Q PROJECT LOCATION EDMARDS E 6 O 7111 err MAD 8 9 MR: a¢EGA)6EE y 0 AIA 13 A ASTA el w. a � l I id LOCATION MAP CULPEPPER & TERPENING,INC. CONSULTING ENGINEERS & LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 (407) 464-3537 - - REVISIONS-- BY DATE BY DATE AMERICAN CONCRETE INDUSTRIES, INC. DESIGNED E.Z. 3-6-01 CALCS. FORT PIERCE YARD DRAWN D.F. 3-6-01 DETAILED SITE PLAN CHECKED E.Z. 3-6-01 APPROVED DATE: 3-6-2001 HORIZ, VERT. SCALE: 1"=30' SCALE: NONE JOB No. 9258 SHEET OF 1 II i I I Illy I I I I I� I !'. DUSTRIAL PARK _.; NU. �.D. 33, PG. 22 � I X/ST/Ms GYN SERVICE TO NEI� BUILDING FDR FUTURE DIN SERVICE (SEE RISER) t1d;"riAl, __ _ m.` rr METER , I I , h I G I �EXlST/NG PNL 'A' j I P ADDITSEVI r I I I I , I , XWOPOSEV NETV STRUCTURE I I ; , I , L i i I, 1 1, AIIIIA.110114, ELECTRICALLOAL 5_01"INARr LIGHTING 0 125X fW, TASVA RECA"PTACLES \ j 3O l""A Y? 9NES W9�20VA M/5C. VXVA TOTAL 164 WYAVA I IIN � I, DIVIDE BY d3/ - AMP5 - 1405A MVP I I I I I I I 1 I 1 5 1 1 C I I Z I A I I r 7 I I ( I j I I I I 150KVA I I I I I I I I I I 76KVA i I I I I XFMR I I I I XFMR I Lr 13 I Li--- 1 j I I jL-----------------------------------------J 1 1 4'-ApII66V!`CM METER —� E 1369, 00, ELECTRICAL LEGEND GRAPHIC SCALE ( of Fm ) I b" - 30' !L I SYMBOLI DESCRIPTION DUPLEX RECEPTACLE OUTLET NEMA 5-20R DUPLEX RECEPTACLE OUTLET NEMA 5-20R SPLIT WIRED oc DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER ® SPECIAL PURPOSE OUTLET MUST MATCH EQUIP. PLUG O FLOOR OUTLET W/ BRASS PLATE 4 CARPET RING 5PST SWITCH 3-WAY SWITCH 4-WAY SWITCH LIGHT FIXTURE SURFACE / RECESSED LIGHT FIXTURE WALL MOUNTED FLUORESCENT LIGHT FIXTURE (SURFACE / RECESSED) FLUORESCENT LIGHT FIXTURE SURFACE / RECESSED I —^I FLUORESCENT STRIP LIGHT FIXTURE EMERGENCY BATTERY PACK LIGHT FIXTURE W/ 2 25W LTS. e EXtf w maRsAL mwn G Daw / sMa.E FACE ARfa6Ms As mxATm FUSED SWITCH 30A SWITCH 20A FUSES 2 POLES 13 NI MOTOR STARTER NEMA SIZE I H:Y Ws SWITCH/STARTER, 30A, NEMA 1, 3 POLE ===!n= PANELBOARD_S, SEE SCHEDULES CJ TC TIME CLOCK SNITCH 4P-ASTRONOMIC W/RESERVE M TELEPHONE RE 4x4 SOX WITH SINGLE GANG ADAPTER AND °l�0 EMT TO ACCES"9I5LE CEILING SPACE go DAT RECEP-4x4 BOX WITH SINGLE: GANG ADAPTER AND " EMT TO ACCESSIBLE CEILING SPACE __ D IFIRE ALARM PULL STATION __ pa FIRE ALARM HORN AND ADA STRC6E FIRE ALARM PANEL 46 SMOKE DETECTOR CEILING MOUNTED gq$R� SMOKE DETECTOR DUCT MOUNTED WITH AHU SHUT DOWN RELAY AND REMOTE TESTAE ATUS STATION. FIRE ALARM SYSTEM RELAY I_ FIRE STROBE LIGHT WALL MOUNTED AT 50' A.F.F. MOTOR _ AHU AIR HANDLING UNIT CU CONDENSING UNIT HP WATER PROOF GFI GROUND FAULT INTERRUPTER v� d 4F•�4'S 49�y��p r Q S 1� NEW BUILDING l _ , I PROACCT 2 LOCATION I H 76KVA A7"R 4Wv A 2MY420 .SERVICE BCNDgV4 alXD NATER PIPE, ALDa STEEL AND " O' GND ROD G\2 P W CrJ �Q F�1 O CQ W w h—� W W� aH co ►"� �7 f•—a V l V1 H W �N O Qi J aL 0�2a >- cl m OwUJI t� 6E66 m W W 2< W cjo U r� x ELECTRICAL R/ Ex/5T1N4 -gAtWN G}45HED-------- l� 3PH 4N 1 lV 5-a-car E jl 1O- 1 y/ } OR PROVIDE t ELECT. a Wa. CON (�1 I SERVICE (SEE R/SERA N-5 METER TNRU a ,Nl CRANE CRANE 14-37, 31?, 41 L-19 9-?f,28, 30 L _1 Jm TYP/G4L F/XTL GiIARTZ REST) 4277 N-5 -- TNRU PG j/ L 21 L /GNT FIXTURE 5C1-1EIDUL E ® 250Mi1 OUTDOOR WALLS WALL PACK5-1NST4LL AT +/- 27' ABOVE FLOOiR SPAULD/MG *WGR2-fZwi0-MT-DBX 4 400miq MAIN BUILDING L/6NT1AKrr SQUARE Ehk L0,'WD AND 6ASKETED FIXTURE CLIPPED TO RIXF 57"RUCTURE 5PAULDINc; XN7,1I-CM-M4w-4PCV6A-MT-SWT © 2F32 TOILETS 4' WRAPAROUND FIXTURE COLU1'1B/A 4AWN4-232-E56-120 3F32 OFFICES LAY -IN 2x4 TROFFER ACRYLIC PRISMATIC COLUMB/A AG�4- 1326-FS-AI?.I25-3EBB-l?0 ® LED EXIT LT UNIVERSAL ARRCKS UNIVERSAL MOUNTING BATTERY BACKUP DUAL-LITE #LXURWE 0 4C:p ON ETIEWENCr BATTERY PACK DUAL-L/TE #LZ2-10W 4) TNRU PC N-6 TNRU PC L-3 L-5 rTw L-2,4 50A r� I NOTE, CONNECT EMER6ENGY f AND EXIT L/6NT5 TO N-3 Gr ELECTRICAL FLOOR PLAN pie r-a' N-S TNRU PL NEW PANELBOARD SCHEDULE 'H' 4 MIT- ►z.►z�o - - - ®o� r�o ®►z.►zm ►z.►z�. INS I mt��■ �■►�.►_.. ►z..►z• tt���rn �: �� MEQ4M Q4 ro ►�.�►-..Net � �.����i3i %rt����t� ��►�IErj►�1 I■■ ►-o�IF i ININ € IRMSM ININ►�0oM_ PoroZ.; OEM EUM il� SIMMER!a►�I►�. 13 - ■ - ■ n -HIM Alit ...- ■ ar ...- ■ •rr •..- NEW PANELBOARD SCHEDULE 'L' • • . . o - = • - - Mai • .. �vao ®vim■. fit■ �� �►_.o►_/ w®�htti�ail /m ►_,►_. . - - • . - . � r%Q►=1►�1 m ►0FA t�u�ici mtv© o►z.©►z. C.. ►z•►z.© tEauomC■t Mtt'aININ �►z.►z•® .Z,©.�. MRAim®lill [f�t�� ►Z.�►Z. p►�.►Z. - - ®0 m�■■ F'�t. tom.►�.►5 ►_�.►_� �t.tt.�7i/t �Itt.� t�►5.►�. ■ . s• ■ ■ co U cQ O w W W cn C� L C J aJY 00�}�. m W mo M"' N inaw5 w X 2 4 W 000n(Y E-2 OF 3 5XISTING WAREHOUSE EXISTING NEW ADDITION i EXIST. WALL TO I E REMOVED EXISTING DOOR TO BE RELOCATED A-6 A-./ �. s ~ i T BREAK ROOM `=F; A-1, 3 . A-5, 7 A-2 At i I CONF ROOD: iYP/GF/ it f I I CTiR/CAL EXISTING NEW A_,_ E -ST. WALL TO BE R OVED A-6 CLOSET I I ; - _ - II u i W- .T t r— fI --F-- .00 N-FV - A D51 T/ON L /G!-17'ING PLz EXISTING PANELSOAR SG�4ED E 'A' Moro cowl• mIIIIIIIII,IIIIIII' ITmo hti]IIII'�IIIIII, �Ill 1101101 FOR ►ohm►�i mmQ�®►�/ ►�/ �� ►�ozREM MORE Iln�r r=ram:--®►00493 imiumnism „ ►�,.►�'- IIIIIII,IIIIII,IIIII„II� _IIIIIIIIt►_'III'► • MINE SPARFLOODS/DOOR it -DDLE NAMo� - - ..®►zi►z. �� _.�►_� ►�'►�1. - -01m - - • • • ,�©►�, i=,. „ ►�1►♦/ SON ,11 IIIIII kv00'►�l4FA ►'III,►, �IIIIII' 24 .....r..........a.E L E C T R I C A L N O T E _49------------ mm-------- THESE NOTES APPLY TO ENTIRE PROJECT A CODES. ALL ELECTRICAL A IORK SHALL COMPLY WITH T14E DRAWINGS AND SPECIFICATIONS, 77/E NATIONAL ELECTRICAL CODE AND APPL/CABLE LCY.AL CODES, NHICHEVER /S MORE STRINGENT. B CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER THHN UNLESS OTHERWISE SAI�*WN OR REGU/RED BY CODES, C RACEWAYS. RIGID GAL/ CONDUIT AND ELECTRICAL METAL TUBING. ARE TO BE USED IN INTERIOR SPACES. DO NOT USE AC CABLES OR N(.W- METALLIC TUB/NG. D HVAC. THE ELECTRICAL CONTRACTOR /5 TO COORDINATE WITH THE NEAT/NG, VENTILATIAk; AND AIR CONDITIONING (NVAC) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CONDUI75 ARE INCLUDED IN THE BIDS. ALL NVAC EQUIPMENT IS TO BE PROTECTED N/TH FUSES DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE WNTH THE EQUIPMENT LABELS. SPLIT SYSTEM AIR HANDLERS AND CONDENSING UNITS ARE TO BE CCNNECTED W/774 CONTROL CIRCUITS. UNDER NO CONDITIONS WILL OYNNER PAY ADDITIONAL CHARGES FOR NVAC ELECTRICAL WORK. E SAAOP DRAWINGS. SHOP DRAW/NAGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL FOR ALL E7 EC7R/CAL MATERIALS. F POWER COMPANY. THE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS N/TN THE P.'1NER CO"IPANY BEFORE BIDDING TO BE CERTAIN ALL WORK NEC- SSARY TO MEET POWER COMPANY SPECIFICATIONS /5 IN THE BID. REFER TO EXTENSIVE NOTES ON RISER. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER COMPANY. THE ELECTRICAL C0N7RACT0R SHALL MEET W/77l TARE POWER COMPANY PRIOR TO BIDDING TO DETERMINE ALL FEATURES, FUNCTIONS AND LOCATIONS OF SERVICE FURTHERMORE, THE ELECTRICAL CONTRACTOR /S TO MAINTAIN CONTINUOUS CONTACT W/TH THE P WER COMPANY DURING THE PROLIECT, AND /5 TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SERVICE 77,GY?OUGHLY AND DOCUMENT 771E COORDINATION. FAILURE OF THE ELECTRICAL CONTRACTOR TO COORDINATE AND DOCUMENT THE SERVICE SHALL RESULT /N THE ELECTRICAL CONTRACTOR BEARING ALL COSTS OF SERVICE CHANGES. G TELEP Ai5NE COMPANY. TA/E ELECTRICAL CONTRACTOR /S TO INSTALL TELEPHONE CONDUITS AND CABLES f-6024 CATEGORY 5 CABLE) TO TELEPfX.NE OUTLET POINTS THROIGAI'.UT THE PROJECT. ALL CABLES ARE TO BE RADIAL --WITH INDIVIDUAL At'ME RUNS TO TELEPAAGNE BACKBOARD OP TERMINAL. DO NOT 'LOOP' FROM OUTLET TO OUTLET. H DRAW/N65. 771E ELECTRICAL CONTRACTOR /S TO OBTAIN A COMPLETE SET OF D7RANIA45 AND SPECIFICATIONS PRIOR TO BIDDING, AND I5 TO BECOME TNORO'X.HLY FAMILIAR N/TH THE ARCHITECTURAL, CIVIL, STRUCTURAL, /MECHANICAL AND LANDSCAPING FEATURE OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR /S TO AAA VE A COMPLETE UNDERSTANDING OIL CEILING CONFIGURATIONS, HIRING SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR CONDITIONING WORK, TEMPORARY POWER REQUIREMENTS, PIPING, PLUI"elW AND ALL OTHER FEATURES WHICH BEAR ON 7HE ELECTRICAL ANOPK. UNDER NO CONDITIONS /S TN/5 PROLIECT TO BE BID N/774O'lT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. I SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAW/NG5. J UNDERGROUND WORK THE ELECTRICAL CONTRACTOR /5 RESPONSIBLE FOR DETERMINING THE DrACT ROUTES OF ALL UNDERGROUND WORK. ROUTES -%gCWN ARE APPROXIIMATE. FOYER, 7-aXPAkWE, CABLE COMPAN/E'S AND ALL OTHER UTILITY COMPAN/ES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND /S REQUIRED AROUND EX/STING UTILITIES. K TV55, PO•NER SERVICE TO BE PROTECTED FROM LIGHTNING WITH SURGE SUPPRESSORS AT SERVICE 77/ROM.GH A 30A BREAKER (INTERMATIC 1G4D03YEN) KEEP ALL LEADS SHORT. L PANELBOARD SPARES. EVERY PANELBOARD OR LOAD CENTER /S TO BE EQUIPPED NITN TWO (2) 20 AMP - IP SPARE BREAKERS. M RECEPTACLE HE/GHT5. COORDINATE WITH BLULD/NG DEPARTMENT TWE MINIMUM HEIGHTS FOR RECEPTACLES. AMERICAN DISABILITIES ACT REQUIRES /B' ABOVE FINISHED FLOOR, RECEPTACLES /N MANUFACTURING BUILDING ARE TO BE MOUNTED AT 3f' AFF ON THE STEEL CLOUMNS. N BRILY.E CRANES. THE ELECTRICAL CONTRACTOR /S TO COMPLETELY CONNECT THE ELECTRICAL FOR 77.E BRIDGE CRANES. COORDINATE A•0RK W/TN APPROVED SHOP DRAWINGS. COORDINATE EXACT SCOPE W/TN THE GENERAL CONTRACTOR P GROUND WIRES. EVERY CONDUITIRACENAY 77A/S PROJECT TO CONTAIN A GROUND WIRE 5/ZED PER NEC 250. C\2 1�_ O E-4 C�J Q W W H w Fib Lo W� H� V 1 (2) W i� NW Ors f—� W O � � J � Y -J) roi=� ml oi Wmwo6 Y N W WS<uj a n o n fr E-3 OF 3