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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYTOP PK NAIL & WASHER STAMPED C&T TRAV LB 4286 ELEV= 20.97'(ASSUMED) zi MITERED ENDWALL u ti Q I 8" RCP 2 a a � I I NDWANLL \ X I u ohu onu h SERACE h a 25WELL t 00 U r co 0 ri ui IM n h 7 I rWATER METER /cl i 200.0' 194.9' 1 STORY ci ALUMINUM o EXISTING CONCRETE SLAB BUILDING a TOP OF SLAB ELEVATION = 22.52' n / 94.3' J 2� t 00. D' o CONC. EXISTING 1. . 50.3' FOi�FMBOARDS E v 1 RCP / ASPHALT PAVElAENT z TOP PK NAIL & O WASHER U STAMPED RWB INC. LB 6419 N ELEV.= 21.82' ASSUMED) y. SW CORNER OF THE NW 1%4 OF THE NE 1/4 OF SECTION 11 TOWNSHIP 35 S, RANGE 39 E 3 0 z chard W.-Busseli Professional, Surveyor & Mapper Florida Certificate No. 3858 TOP OF FORMBOARD ELEVATION = 22.56' m w TOP Of BANK a \O r RUSSAKIS INDUSTRIAL PARK Plat Book 33, Page 22 Lot 3 ASPHALT PAVING TOP OF BANK_ _ — N89'36'20"E(D) 1369.00'(D) N89'39'22"E(M) 1369.04'(M) LOT 4 RETENTION POND S89'40'03"W(D) 1368.32'(D)_ S89'52'03"W(M) �1368.38'(Mi — m x x x X x x x x x x x x x x x x x x x X —4' BARBWIRE FENCE DESCRIPTION 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 FUNIT 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, e/'- r DATE COMPUTER FILE REF. FIELD BK. PG. / 9258map.dwg.. 0035/11 .14 .... 9258,dwg ........ 0041 /77-79.... 0106/73-80 0107/2,20 ....................... 00.31./467:49_ , 4' BARBWIRE FENCE UNPLATTED GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 7' CHAINLINK FENCE WITH BARBWIRE TOP CURB —x — X - — X TOP OF BANK _. TOP OF HANK t — DITCI }, — _ 'm X x — X X X — x x x X X X TOP OF BANK SOUTH LINE OF THE NW 1/4 OF THE NE 1/4 OF SECTION 11 o NOTES: 1) N t I d 'th t ' I ' d 1 f o Va wl ou the signature and the origlno raise sea o a Florida Licensed Surveyor and Mapper. 2) Lands shown hereon were not abstracted by this office for right—of—ways, Reservations, Agreements, and\or Easements of Record. Such information ' should be obtained and confirmed by others through appropriate title verification. 3) Description shown hereon provided by the client and/or their agent. 4) Underground Foundations and improvements were not located. 5) Overall parcel contains 10.0 Acres, more or less. 6) The last date of field work was March 06, 2001. 7) Bearings shown hereon referenced to the West line of the Northwest 1/4 of the Northeast 1/4 of Section 11, having a bearing of N00'05'49"W based on Florida State Plane Grid Asimuth. 8) Elevations shown hereon are based on assurned datum. 9) FLOOD NOTE: By graphic plotting only, this property is in Zone X, according to the Flood Insurance Rate Map, Community Panel No. 12111CO175 F, Firm Index dated June 30, 1999. The exact designation can only be determined by an Elevation Certificate. CONSULTING ENGINEERS & CUL EPPER & LAND SURVEYORS 2980 SOUTH 25th STREET X4FORT PIERCE, FLORIDA 34981 TERFIENING,INC. (561) 464-3537 CERTIFICATION NO. 4286 —REVI S10NS— BY DATE GENERAL REVISIONS TOPO = =ES AND ELEVATIONS ADDED GLM 3/06/01 REVISED PER COUNTY SUP.=YOR MJP 3/27/01 ADDED CERTIFICATIONS ... DF 5/7/01 ......... .. ADDED FORMBOARD TIE IN .............._... .......... _,.... ........ ...... ER .... .. 8/O9/01 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 Ot . /. ... DETAILED ......... ......... CHECKED .................................... ............ APPROVED — X X x x x LEGEND 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 LB = License Business ID = Identification c-Q, = Wood Power Pole CONC.= Concrete RCP = Reinforced Concrete Pipe P.B. = Plat Book PG. = Page O.R.B. = Official Records Book No. = Number PRM = Permanent Reference Monument = Center Line = Irrigation Valve X X X X x X I X UNPLATTED 13,62' X I I 11 Ix ^ II x O � 00 10 O M IM I x EAST LINE OF THE NW 1/4 OF THE NE 1/4 OF SECTION 11 6e z Z m m I in x in 0- 0 0- 0 w � —IO O x 4' BARBWIRE °O 00 I O I FENCE N 12.13' I I X P k- 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 (M) = Measured CERTIFIED TO: (D) = Deed \/_ = Anchor and Guy Wire FIRST UNION R.L.S. = Registered Land Surveyor COLLINS, BROWN, CALDWELL, BARKETT & GARAVAGLIA A = Central Angle ROBERT L. SNOWE R = Radius ATTORNEYS TITLE INSURANCE FUND, INC. L = Arc Length Ay//C = Air Conditioner Pad O = Water Meter BOUNDARY SURVEY t9l ; PREPARED FOR i AMERICAN CONCRETE DATE: 1-05-2001 HORIZ. SCALE:1"=50' VERT. SCALE: N\A ,10e No. 2342 SHEET 1 OF 1 zJ ANCHOR BOLT SCHEDULE BOLT DIAMETER MAX UPLIFT LOAD ON BOLT MAX HORIZ. LOAD ON 801T MIN EMBED DEPTH (D.i PROJECTION i P) N001t W_ (H ) 1/2" 2,840 LBS 1,960 L85 8" i" 2 1/2";:jD 5/8' 4,520 LBS 3, 070 LBS. 10" 2 1/2' 3' 3/4' 6,690 LBS 4,420 LBS. 12' 2 Ili' 4' 71 LBS 0 LBS 14" 3" 4 I/2" 1" 12,110 LBS. 12.11 7,8 7,850 LBS, I6' Y 5" 1 1/4" 19.380 LBS 12.270 LBS 20' 3 1/2" 6 1/2"1 1/2" 20TIO LBS. 17,670 LBS 24 3 1/2" 8' I 3/4' 37,970 LBS 24.050 LBS 28 4 10 DESIGN LOAD CRITERIA DESIGN LOADS PER S 8 C 1997 EDITION ROOF LIVE LOADS W/S B.0 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 I FOUNDATION PLAN AND ANCHOR BOLT SETTING PLAN SHALL COORDINATED WITH ALL OTHER DRAWINGS ALL DISCREPANCIES OR CONFLICTS SHALL BE RESOLVED PRIOR TO PLACING CONCRETE 2 THE OWNER SHALL EMPLOYAN APPROVED 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. BILE COPY' EXIST. WALL TO BE REMOVED EXISTING OFFICE FOUNDATION NOTES I FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2,500 PSF WITH A MINIMUM COMPACRON 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.C.I. 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST EDITION AND A.C.I. 318 "THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 2 CONCRETE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS, WITH 3/4" MAXIMUM AGGREGATE AND A SLUMP OF 4" t 1 ". . 3. THE MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: CAST AGAINST EARTH 3 INS FORMED SURFACES EXPOSED TO WEATHER 1 1/2 INS 4. REINFORCING STEEL SHAD. 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 O 7, 1 ® 14, 1 ® 28 AND 1 O 56 DAYS. EXISTING NEW MONOLITHIC FTG TO RUN CONT OVER r` NEW ADDITION EXISTING FOOTINGS / PROVIDE 2#6 DOWELS AT BOTTOM REINF / EPDXY ANCHORED TO EXISTING FOOTINGS W/ 6" EMBED AND 30" LAP WITH NEW FTG REINF (TYP OF 6 LOCATIONS) REDUCE THICKNESS OF MONOLITHIC FTG TO 12" ABOVE EXISTING FOOTINGS ,� —#4 DOWELS x 24' SPACED AT 24" D.C. W W// T PCAL AT ITWO ADJACENTGSIDES I I Y F -I ---= --Ir- -� Ll _2 EP x 24' WIDE TOP OF SLAB TO MATCH EXISTING t CONT. THICKENED EDGE W/ 2#5 TOP & BOT 4" CONCRETE SLAB W/ y3 STIRRUPS Q 18" O C. W/6x6-W1.4xW1 4 WWF TYP ALL SIDES ON 6 MIL VAPOR BARRIER ON TREATED COMPACTED SOIL 3 - #5 HAIRPIN 3 WITH 4 FT LEGS — TYPICAL WHERE SHOWN \ 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 LYESIGNER 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 MATH 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 STEk.L HOT ROLLED SECTIONS SHALL BE AS FOLLOWS WF SECTIONS & PLATES ASTM A36. 3, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.LS 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 KEY PLAN EXISTING FOOTINGS 131-6%5'-0%2'-0 DEEP TO REMAIN _ (TYP OF 3) EPDXY COLUMN ANC. BOLTS TO TOP OF EXIST. FOUNDATION / WITH 8" EMBEDMENT AND 2" PROJECTION ABOVE FIN. FLOOR. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTBUI D 8 REVIEWED FOR COMPL REVIEWED BY DATE , PLANS AND PERMIT MUST BE PT ON JOB OR NO INSPECTION WILL BE MADE, A FIEVM1M DATE Q BLDG DEPT. COM. 6/01 ® EXIST. FTG. 8/01 3 i N Or M W 1M tJ a y a_ M 3 7 i W u 0,1l1 i W a am S " + � d V) f1W z Cl)V cn p W O 0 1v N :> UI z O u Z N Z _O F J o a N Z W Q O 0 0 Z W U p u. Z LL D O O LL N W W 3 Z Q o 0 W oc 0 H W Y LL U U cc w U Zir O z w U 0 a N Z ct) Q 0 U LL Ix W DRAWN, MIL CHECKED ML DATE 5 /4 /2001 SCALE: JOB No. 00-252 SHEET osi OF 3 SHEETS j FEVKWM DATE 1 BLDG. DEPT. COM. 6 /01 2 3 L N N i U Z � N a a° z w L 3 L n R +' y°N W 3a`m S z yy + a QN Z M 0 L'O pN �Ql 1W �1 s > N i O U r w w t N w 0 U N w m U) D 0 z °a o w ° o F- w Y LL c U U 0 w z o z W U O a a z a o U LL x DRAWN ML CHECKED ML DATE 5/4/2001 SCALE NONE JOB No. 00-252 SHEET OAO OE 3 SHEETS I , , I I I 1 , 1 1 EXIST. R/W LINE - ----------------------------------------------------------------------------------------- ------------ I I II I a ( EXISTING ASPHALT ENTRANCE ROAD I I I ------------------------------- I I I 1'I EXIST. R/W/ UNE ' II1 r `--�--'-OE --- -- ti------------------------------------- OE------------- ---------------- ------ : I I I I r r i 550.00, 11 , 1 BUILDING SETBACK (TYPICAL) o a N ' PLATTED RUSSAKIS INDUSTRIAL PARK LOT NO. 3, P.B. 33, PG. 22 ZONING= IH LAND USE= IND. WESTWIND INTERNATIONAL, INC. N 8936'20' E ' o b " LIGHT (TYPICAL) ELECTRIC SERVICE 4 1 I I I -iA0 B8 I M I 80.23' -�------.--.-�-----— — — _'------.-- �--- t I I i 194.75 200' o- I JEXISTING 4" SANITARY SEWER EXISTING BUILDING, I1II PROPOSED BUILDING CLEAN OUT o ,45S.F. 0 15,000 SQUARE FEET F.F.E.® 22.50 BUILDING HEIGHT 24 BUILDING CONSTRUCTION METAL -- IIWil2o BARS W 10"x12" 2" 1MRE ELEVATION STUCCO 0 1 ro I f-- -----1 I 6" CONC. PAC I 1 W/6'x6"x6" 10/10 CA. W.M. ON COMP. FILL 8" CONC. 1 I BLACK CEDAR GATES PLAN DUMPSTER ENCLOSURE ZONING= CG S 89'49'03" W w 0 100 A 1369.00, 1368.32' 819.00, 6.00 ACRES t 261,150 S.F. 816.82' GENERAL NOTES LAND USE= COMM. LEGAL DESCRIPTION 1. PROJECT NAME: AMERICAN CONCRETE INDUSTRIES, INC. 11, EXISTING ZONING: IH (INDUSTRIAL, HEAVY) 14, DEVELOPMENT SCHEDULE: BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SEC 2. LOCATION: ROCK ROAD 12. SITE COVERAGE: Square Percentage Construction to begin: 4-1-2001 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE RUN S89'49'03"W, Ft. Pierce, FL. 34945 Acreage Footage of site Construction to be completed: 10-1-2001 ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32', 3. OWNER: AMERICAN CONCRETE INDUSTRIES, INC. EXISTING Building 0.28 12,250 2.81% 15. UTILITY SERVICE: CONCRETE MONUMENT ON THE EAST RIGHT—OF—WAY OF ROCK ROAD AND BEING 25' EAST OF THE W1 ROBERT L. SNOW Parking 038 10,504 241% LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN N00'07'28"W, ALONG THE SAID 4. ENGINEER: CULPEPPER & TERPENING, INC. Water Service: (F P.U.A.) RIGHT—OF—WAY, A DISTANCE OF 315.74', TO A CONCRETE MONUMENT; THENCE RUN N89'36'20"E, A P.O. BOX 13360 PROPOSED Building 0.37 16,125 3,70% Sewage Treatment: (F P.0 A.) / DISTANCE OF 1369.00', TO A CONCRETE MONUMENT ON THE EAST LINE OF SAID NORTHWEST 1/4 OF FT PIERCE, FLORIDA 34979-3360 Parking 0,35 15,121 3.48% THE NORTHEAST 1/4; THENCE RUN S00'00'17"E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/2 FL P.E. REG, 15823 FL. P.E REG. 24276 16, SITE DRAINAGE: NOTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 / The stormwater management system will consist of SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND CONTAINING 10,000 ACRES, MORE OR LES`. 5. SURVEYOR: CULPEPPER & TERPENING, INC. 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 87.60% Total Site Area 10.00 435,600 100.0% 17. BUILDING HEIGHT: 24' 1777771 6. TYPE OF PROJECT: 7. GROSS PROJECT SIZE: a. BUILDING SIZE: 9. EXISTING LAND U5,E: 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 AUGUST 19,1991 13. PARKING Exl5iE JQ 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 space Loading Spaces Provided 1 space PRILIMWIARY NOT FOR CUN`;TRUd 10tA. %' ■w NE; MINDN (8' APPROVED DATE: Os �01 o f SPfR6 REP. PROJECT LOCATION t 400' ROCK ROAD S.L.C. JAIL ENTRANCE ROAD DRIVEWAY LOCATION SKETCH N.T.S. GRAPHIC SCALE 0 0 ( IN FEET ) 1 inch = 000 ft. Q O LOCATION MAP FIELD BK./PG. CTCULPEPPER & TERPENING,INC. CONSULTING ENGINEERS & LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 FORT PIERCE, FLORIDA 34982 (407) 464-3537 I - REVISIONS - I BY I DATE I BY DATE DESIGNED E.Z. 3-6-01 CALCS, DRAWN D.F. 3-6-01 DETAILED CHECKED E.Z. 3-6-01 APPROVED AMERICAN CONCRETE INDUSTRIES, INC.: FORT PIERCE YARD SITE PLAN DATE: 3-6- 2001 HORIZ, SCALE: 1"=30' VERT. SCALE: NONE JOB No. 9258 SHEET 1 OF g t m 0 TOP OF FRAME c I C EXISTING OFFICE EXISTING STOREFRONT DOOR TO REMAIN \, EXISTING WAREHOUSE zt KEY PLAN > EXISTING NEW ADDITION EXISTING DOOR TO REMAIN 13'-0 1 2" 1'-1 1 2" EXIST WALL TO BE-- /_EXISTING D00 � L___ DOOR SCHEDULE REMOVED TO BE RELOC TED J -- - -_- - - --- -� DOOR FRAME -------- -- �� -- CLOSET -- MK THRESH REMARKS GYP. CLG ISIZE� MATERIAL FINISH MATERIAL FINISH \ BREAK ROOM OFFICE o� Q - ' LENNOX 4 TON CONDENSOR lO 3'0 x 7'0 HOLLOW METAL PAINT HOLLOW META PAINT YES 1 MODEL 12ACS48 12.0 SEER 208-230 v -- ---- ----- --- — �I CLG TO ACOUSTICAL +9'-0 ACOUSTICAL SINGLE PHASE 2 5'0 x 6'8 BI_FOLD WOOD PAINT DRYWALL — PAINT L1� O A/ CONDENSOR ON CONCRETE SLAB 3 50 x 6'8 BI-FOLD WOOD PAINT DRYWALL PAINT / RETURN AIR / �= 4 6'0 x 6'8 BIO-FOLD_ WOOD _ PAINT DRYWALL PAINT — a - -- GRILL ao 0 �� J n o ;n 6 50 x 6'8 81_F�TLD_ METAL PAINT DRYWALL PAINT -- - _- J a CONF. ROOM „� 1 r, w ��� ; OFFICE w +9'-0 ACOUSTICAL 6 5'0 x 6'8 BI-F )LD METAL PAINT DRYWALL PAINT o �`✓+9'-0 ACOUS7 9'-0 ACOUST ^0 o a °� J --- - - ---- ---- -- 7 3'0 x 7'0 METAL PAINT DRYWALL PAINT PAINT -_ DRYWALL PAINT_- f '-PR 2'8 HI -FOLD TYP 2'-6 2" 4' t0'_7—�- 4" 10, 4•, ,-6 4' 15'-4" 1 - 20'- O" 1 24'-0" 44'-0" FLOOR PLAN 1/8•. = 1 -O" EXISTIN , t - --- - ___ - - NEW ADDITION _._ _ rjOOR TO REMAIN T WALL TO BE (NED a _ `lr I� I ra \ OI "-- dc V !C7 t I -T — _— I � 2'-6 2" 4., 10' 7 t4. 10'-7" 4" ----- ---- -------- - 44'-0" ALL CEILINGS SHALL BE 2x2 ACOUSTICAL LA( IN TO MATCH EXISTING EXCEPT AT CLOSETS CLG HEIGHTS SHALL BE +9'-0 U N.O. CEILING & HVAC 1/8" = 1'-0" qy WINDOWS NORANDEX EQUAL LITE ALUM r _ SINGLE HUNG C-33 53" x 38 (TYPICAL OF 4) DESIGN WIND PRESSURE _ + 45 PSIF Wp,w PRE-ENGR'D METAL BUILDING- FRAME •� R-30 INSUL sr 12x2 ACOUSTICAL CEILING SUSPENDED FROM PURLINS --- - — CLOSET �— GYP CLG +9'-0 �, ,"' r �'� 1/2" GYPSUM WALL - 2FTx2FT ONE SIDE ACOUSTICAL CLG ON 2x4 STUDS AT 16" O.C. (25 GA METAL STUDS OPTIONAL) 8"o MOTORIZED D MPER CONTROLLED BY OGGLE SWITCH 12%12" LOUVER, R-11 BATT INSUL AT EXTERIOR WALLS - '2' RETURN 0 - sn 3" REINFORCED VINYL BACKED ---- ----- 2 BULB 4FT ry y+y- BLANKET INSULATION AT WALL am FLUORESCENT AND ROOF FIXTURES FLOOR FINISH AND BASE BOARD =-LENNOX4 HANDLER UNIT AS SELECTED BY OWNER / tOKW ELEC HEAT 208-230 V CONCRETE SLAB ON GRADE i I CONT FTG. 2#5 T&B W/ #3 STIRRUPS ® 18" 0 C 3' CLR TYPICAL WALL SECTION 1/2" = I'-0" 0 FOUNDATION PLAN 1 /8 i • 0 �y S'i'�i'q r Fi N{ �hlt R-30 INSUL �) '\ SEE-PLAN- 2x2 ACOUSTICAL CEILING —� SUSPENDED FROM PURLINS 1/2" GYPSUM WALL SHEATHING EACH SIDE ON 2x4 STUDS AT 16" O.C. (25 GA METAL STUDS OPTIONAL) R-11 BATT INSUL -- _ . FLOOR FINISH AND BASE BOARD AS SELECTED BYOWNER` CONCRETE SLAB ON GRADE -� INTERIOR PARTITION 1/2" = 1'— h I o I X ST INGTF LIC TU RE T E A AN � T - T _--__- I' I R- ROOF XI T N &WALL I E R E PANELS U E E A L TO MATCH G L- I — SOUTH ELEVATION IST RE LIICTE COUA*TY RE IE�►WED B AN 'ED FOR COi DING D E O'"SION IELC DATE �c ORA`yS AND PF,1737IT `' NO Ly$pECTION S BE MAD E NJOB O WILL G RFVOON8 DATE /1 BLDG DEPT. CON. 6/01 2 3 i N N L Z °, v� 0 Z i W T5 J [QLn R 0,- N W aI­ m S M + a dl!) 00 Z rn`a° W i.00r) ~a, 3 i UN sr O — u Z O 0 2 I_ �a o> p W QW( W W U E Z LL 0 a W F.. N p Z Q W o0c 0 Lu Y LL W U U w Z U 0 Z w U 0 a N Z M Q 0 LL _U W r o` DRAWN MIL CHECKED. ML DATE: 5/4/2001 SCALE: P-0' JDD No. 00-252 SHEET OAl OF 3 SHEETS r r ANCHOR BOLT SCHEDULE BOLT DIAMETER MAX UPLIFT LOAD ON BOLT MAX HORIZ LOAD ON MOLT MIN EMBED DEPTH / D) PROJECTION ( P) HOOK DIM I H ) ;- BOTTOM OF P / BASE PLATE }-- �---- D *a 1/2" 2,840 LBS 1.960 18S 8" 2" 2 I/2" 5/8' 4 520 LBS 3,070 L85 485. ID' _ - 2 I/2" 3" 3/4" 6690 LBS 12 - 14— — 16- - - - 7/8` 9,230 LBS --4,420 6.010 LBS 7,850 185 3" 4 1/2' 1" 12,110 LDS. 3 5" 1 1 4" 1 1/2" _ 19,380 LBS. 28_110 LBS. 12,270 LBS 17.670 LBS 20"--_-- _ _ 24" _ 28' 3 1/2" 6 1/2" _ 3 1/2- 8 —_ t 3/4" - - 37,970 L85 24,050 LBS 4" 10" UC �I V I I LJ. -.''— ..'.,...... DESIGN LOADS PER S B C 1997 EDITION RO(TF Li Vr LOADS W/SBC REDUCTION .. ... 20 PSF I)E/ 11 LOADS BUILDING FRAMING ..PER METAL BLDG. MANUF COLLATERAL LOADS 3 PSF WINO) 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 ALL OTHER DRAWINGS. ALL DISCREPANCIES OR CONFLICTS SHALL BE PESOLVED PRIOR TO PLACING CONCRETE. 2, THE OWNER SHALL EMPLO'r AN APPROVED 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. L WWW' m r 3 Y V ¢ Y 3 1V �, C y I 4 hfuyrR')c 1t ! t { �, ,}" 4 GI {ax.ia ,llf� tll4'x yvi Z�y x y. 'EXISTIN �b �4 " x , EXIST. WALL TO.BE REMOVED 'V -{ Y9�F, 14 ^y,7p�"wi ' •�I'r }7 1 4 ,r4N,I,,y4 : .5�Y,� EXISTING OFFICE r 1 Y a *' 1k i���u* si fi1i °� ! as ♦ n L }� 5 r lk NEW ADDITION „ J i #4 DOWELS z 24" SPACED AT 24" O,C. W/ 6" EMBED INTO EXISTING SLAB TYPICAL AT TWO ADJACENT SIDES — — — — — — —ri r I _20" DEEP 24" WIDE TOP OF SLAB TO MATCH EXISTING Li CONT. THICKENED EDGE W/ 2#5 TOP & BOT 4" CONCRETE SLAB W/ #3 STIRRUPS ® 18" O.C. W/6a6—WI 4x W1.4 WWF TYP ALL SIDES ON 6 MIL VAPOR BARRIER —I ON TREATED COMPACTED SOIL U 3 N p5 HAIRPIN j03 WITH - TH 4 FT LEGS f � � � TYPICAL WHERE SHOWN ', G, "r4 yak , of art ?? ;... FOUNDATION PLAN "I ��1I No '." tlt T u� .,�.- DATION NOTES FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 4500 PSF WITH A MINIMUM COMPACTION OF 95 OF ITS MODIFIED PRO(_ TOR 1N 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 WITH A C.I. 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST EDITION .AND A.0 I. 318 "THE BUILDING CODE REQUIREMENTS FOR 'STRUCTURAL CONCRETE 2 CONCRETE STRENGTH SHALL BE 3.000 PSI AT 28 DAYS, WITH 3/4" MAXIMUM AGGREGATE AND A SLUMP OF 4"±I 3. THE MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: CAST AGAINST EARTH 3 INS FORMED SURFACES EXPOSED TO WEATHER 1 1/2 INS 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 0 14, 1 ® 28 AND 1 ® 56 DAYS 20'— r4'-C-C A —W KEY PLAN I. t +. 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, HI)RIZONTAL AND LONGITUDINAL LOADS INDUCED BY OVERHEAD BRIDGE CRANES IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" LATEST EDITION. STRUCTURAL STEEI 1 STRUCTURAL >TEEL 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 AI,S C. "CODE OF STANDARD PRACTICE", LATEST EDITION 4. WELDING OF 6TRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. DI WITH E-OXX 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 I(PE 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 ST' LUCIE COUNTY I ILDING DIVISION REVIEWED FOR C iiAANN REVIEWFD —L DATE PLANS ANll PERMIT LUST E KEPT ONJ OR NO INSPECTION WILL BE MADE, 1 fEVI810N8 DATE BLDG DEPT. COM. 6/01 2 3 i N N i co t"4 1Q1 cu D Z3 da N 3L N U > t- W :3QU N i ��N r1 Z �vw� W C D0to 3 N i o U Z 0 Z F' J Z W Q 0 06 0 Z W a U _ o LL z LL m 0 0 LL N _W D 0 Z Q Q 0 oc W oc 0 W Y LL � U U I La Z U 0 Z w U o a 10 Z CO) Q 0 U LL Ix ' W Q �\ DRAWN. ML CHECKE[y ML DATE 5/4/2001 SCALE, 1/8' = F-0' JOB No, 00-252 SHEET osi OF 3 SHEET; ' I I 1 I EXIST" R/W I I LINE '----- ------------------------------------ -------------------- ---------------------------- -------------------------------------------------------------------------- I I II a I EXISTING ASPHALT ENTRANCE ROAD I I -------------------------------------- ---------------------------------------------------------------------- 1 I I 1p I I 1 I EXIST. R/W/ UNE `L--1--'-0E -- II 1 1 ----------- OE -------------------------------------- -- OE --------------------------------------- OE-------------- III i i 550.00' 'I I 1 BUILDING SETBACK (TYPICAL) > 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 o /-- LIGHT (TYPICAL) ELECTRIC SERVICE � �` � / ul — — I 194.75' 200' a I ; EXISTING 4" SANITARY SEWER I� I jo EXISTING BUILDING I j PROPOSED BUILDING I I ; CLEAN )UT N7 12,245 S.F. o 0 I• I I a� 15,000 SQUARE FEET i I I I F.F.E.® 22.50 r BUILDING HEIGHT 24' BUILDING CONSTRUCTION — METAL ' I ' EXISTING WATER SERVICE I,:I—II o 100' -------------- r------- 20' p 12'x55' OFFICE IoWATER METER OFFSTREET LOADING N:/40 ADDITION Io 01I c1125 SQUARE FEET Ul 80.58' :1 150.30' 45 5ooa_J 1re Q1 1 1 ' SPACES: ao I : 1 , 1 I I 1 100' 1 oz U �' I PROPOSED PAVEMENT o NEXISTING PAVEMENT Ir n-Oj —OF—FST—RE—ET —LOADING — —7 W U I 1 w I L————— — ——- LLJ -I II I�--ll �— II W I 1 i I 1�' 1 9 SPACES ; o ; I I 1 8 RtSER1}IED SPACE I U; DUMPSrER I ,' �, L___L___L__�___1___:-.-__L_ L—L_—I--1—_l._-1_—I—J—J — 0 —1 I I h o I z a I i i I zT g I F--- I-----T---T--- F--- I ---I 0' I I 1 1 1 7 RLSEIRkO SIPACE13 I 9 SPACES EXISTING CONIC. SIGN (6' HIGH) O I I N I f Q I I Y o X z I 1 I I 1 I > 1 1I > I 1 I o I Ii I 1 I I 1 ' 1 � 1 , 1 I 1 I 1 I i I , i I 35' _ I 1 I :I I I 11 I 1 1 '-+ 25'— 1 , I I I STUCCO W/(2)N50 BARS W/10'02" WIRE ELEVATION 16-o" T�9 PROPOSFD ^' rn PA`7Eb1EF11 0 O I y 9 SPACES i ' I 1 7 RtSER4ED SbACEh i I I I I I I L—I--I-1-1 — _—I—J —18.5— — — — — �— — — — — — —. — _ — — _ — � OUTFALL (EXISTING GROVE DITCH) ------ — --- ------ 17.0--------- 1\1--------- \1 I I EXISTING I I PROPOSED ' I ✓1_, �1. I 0 RETENTION AREA T� RETENTION AREA o� I a 200' 1 1_ 80' I I I------------17.0-------------------�—L------------� \ --------18.5----------------------------� 551.49" I� I 6" GONG. PAD I I W/6"x6"x6" 1 10/10 GA. W.M. ON COMP. FILL I 8" CONC. BLOCK CEDAR GATES PLAN DUMPSTER ENCLOSURE UNPLATTED 0 In -t 0 u7 A 1369.000 S 89849'03" W IV 1368.32' 819.001 6.00 ACRES t 261.050 S.F. 816.82' EXIST, R/W LINE ZONING= CG GENERAL NOTES LAND USE= COMM. LEGAL DESCRIPTION i. PROJECT NAME: AMERICAN CONCRETE INDUSTRIES, INC. 11. EXISTING ZONING: IH (INDUSTRIAL, HEAVY) 14. DEVELOPMENT SCHEDULE: BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SEC 2. LOCATION: ROCK ROAD Ft. Pierce, FL. 34945 12, SITE COVERAGE: Square Percentage Construction to begin: 4-1-2001 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUOIE COUNTY, FLORIDA; THENCE RUN S89'49'03"W, EXISTING Acreage Footage of site Construction to be completed: 10-1-2001 ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4, A DISTANCE OF 1368.32', 3. OWNER: AMERICAN CONCRETE INDUSTRIES, INC. Building 0.28 12,250 2.81% 15. UTILITY SERVICE: CONCRETE MONUMENT ON THE EAST RIGHT—OF—WAY OF ROCK ROAD AND BEING 25' EAST OF THE WE ROBERT L. SNOW Parking 0,38 10,504 241% LINE OF SAID NORTHWEST 1/4 OF THE NORTHEAST 1/4; THENCE RUN NOO'07'28"W, ALONG THE SAID 4. ENGINEER: CULPEPPER do TERPENING, INC. PROPOSED Water Service: (F.P.U.A.) RIGHT—OF—WAY, A DISTANCE OF 315.74', TO A CONCRETE MONUMENT; THENCE RUN N89'36'20"E, A PO. BOX 13360 Building 0.35 16,125 3.48% Sewage Treatment: (F.P.0 A.) DISTANCE OF 1369.00', TO A CONCRETE MONUMENT ON THE EAST LINE OF SAID NORTHWEST 1/4 OF FT PIERCE, FLORIDA 34979-3360 Parking 0.35 15,121 5,121 3.48% THE NORTHEAST 1/4; THENCE RUN S00'00'17'E, ALONG THE EAST LINE OF THE SAID NORTHWEST 1/4 FL. P.E. REG. 15823 FL. P.E. REG. 24276 16. SITE DRAINAGE: NOTHEAST 1/4, TO THE POINT OF BEGINNING, ALL LYING AND BEING IN SECTION 11, TOWNSHIP 35 5. SURVEYORS CULPEPPER & TERPENING, INC. The stormwoter management system will consist of SOUTH, RANGE 39 EAST, 5T. LUCIE COUNTY, FLORIIDA AND CONTAINING 10,000 ACRES, MORE OR LESS 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 87.60% Total Site Area 1000 435,600 100.0% IT BUILDING HEIGHT: 24' 6. TYPE OF PROJECT: INDUSTRIAL 13, PARKING: EXISTING I ARY 7. GROSS PROJECT SIZE: 10.00 (AC.) Required (2 SPACES/ 1,000 S.F.) 25 spaces PRkLIM1� 8. Provided (17 Paved, 8 Reserved) 25 spaces NOT f0 CUN='1RU�����` BUILDING SIZE: EXISTING= 12,245 S.F. Handicapped Spaces Required 1 space PROPOSED ADDITION= 16,125 S.F. Handicapped Spaces Provided 1 space _ TOTAL BUILDING AREA= 28.370 S.F. Loading Spaces Required Loading Spaces Provided 1 1 space 1'. " 9. space WA ($� tag; SolaNAMOVED EXISTING LAND USE: MXD PRO_ POSE 10, FLOOD ZONE: "X" PER FIRM MAP N0. 12111C0175. Required (2 SPACES/ 1,000 S.F.) 32 spaces EFFECTIVE DATE AUGUST 19,1991 Provided ( Paved, 74 Reserved) 32 spaces OS 'OI o1 Handicapped Spaces s Required 2 spaces Handicapped Spaces Provided Loading 2 spaces $CP Spaces Required 1 space Loading Spaces Provided 1 space t 400' S.L.C. JAIL ENTRANCE ROAD DRIVEWAY LOCATION SKETCH PROJECT LOCATION ROCK ROAD 144IR 2 I CG N. T. S. 0 GRAPHIC SCALE ( IN FEET ) I inch = 000 ft. Go N rM P O O 0 U I— U W J II U, C� CL z o Z Z Z O Q LOCATION MAP v "•„ — "" FIELD BK. PG — R E V I S I O N S— - BY DATE _FILE REF. / 9258SITE.DWG CONSULTING ENGINEERS CULPEPPER & LAND SURVEYORS 805 VIRGINIA AV., SUITE 15 TERPENING,INC. FORT PIERCE, 407) 4FLORIDA 34982 BY DATE DESIGNED E.Z. 3-6-01 CALCS. DRAWN D.F. 3-6-01 DETAILED CHECKED E.Z. 3-6-01 APPROVED AMERICAN CONCRETE INDUSTRIES, INC. FORT PIERCE YARD SITE PLAN DATE: 3-6— 2001 HORIZ, VERT. SCALE: 1"=30' SCALE: NONE JOB No. 9258 SHEET 1 OF TOP OF FRAME cI EXISTING WAREHOUSE EXISTING NEW ADDITION 13'-0 1/2" 1V- EXIST WALL TO BE REMOVED -EXISTING D00 TO BE RELOC TED v V FFICE ll• REMO0 2'-6".4" is'-4" V- -- LE CLOSET GYP CLG BREAK ROOM OFFICE uCLG, TO MOATCHCAL EXIST +9'-0 ACOUSTICAL A --------� RETURN AIR - - --- GRILL C� J CONF. ROOM E 3 ICE +9'-0 ACOUSTICAL I a 0 ACOUST 9'-0 ACOUST T U ro ✓�:j O I LENNOX4t TO (12.0 SEER) CONDENS R CN CONCRETE SLAB 00 0 r7 I I' ro � —PR 2'8 BI-FOLD " TYP -8" L5'-11111/4" N�Flm- in - FLOOR PLAN NEW ADDITION 4„ 10,_7.. fin• 10'-7" 4". '-61 4„ 44'-0" _--- ALL CEILINGS SHALL BE 2,2 ACOUSTICAL LAY IN TO MATCH EXISTING EXCEPT AT CLOSETS CLG HEIGHTS SHALL BE +9'-0 U N.O. CEILING & HVAC 1/8'. = 1'-0" WINDOWS 11�' NORANDEX FekVAi LITE ALUM SINGLE HUNG C-33 53" x 38" (TYPICAL OF 4) - a" 1, 2„ DESIGN WIND PRESSURE = t 45 PSF 15'-4" 1— 2FTx2FT ACOUSTICAL CLG. 8"0 MOTORIZED C CONTROLLED BY 12%12" LOUVER, c I v 2 BULB 4FT FLUORESCENT FIXTURES LENNOX 4 TON AIR HANDLER W/ ELEC. HEAT I SWITCH EXISTING OFFICE PRE-ENGR'D METAL BUILDING FRAME - R-30 INSUL — 2x2 ACOUSTICAL CEILING--! SUSPENDED FROM PURLINS - 4 1/2" GYPSUM WALL --- ONE SIDE ON 2x4 STUDS AT 16" O.C. (25 GA METAL STUDS OPTIONAL) R-11 BATT INSUL AT EXTERIOR WALLS- 3" REINFORCED VINYL BACKED ---- BLANKET INSULATION AT WALL AND ROOF FLOOR FINISH AND BASE BOARD --- AS SELECTED BY OWNER CONCRETE SLAB ON GRADE —� CONT FTG. 2#5 T&B W/ #3 STIRRUPS ® IT 0 C KEY PLAN EXISTING L NEW ADDITION EXIST. WALL TO BE I #4 DOWELS x 24" SPACED AT 24" O,C W/ 6" EMBED INTO EXISTING SLAB REMOVED TYPICAL AT TWO ADJACENT SIDES — -- - --- — --- -- ----- ---- — - - -- -- -- - I 1� _20" DEEP x 24" WIDE TOP OF SLAB TO MATCH EXISTING I CONT THICKENED EDGE W/ 2#5 TOP & BOT 4" CONCRETE SLAB W/ t)3 STIRRUPS 018" O.C. W/6x6-W1.4xW1.4 WWF TYP ALL SIDES ? ON 6 MIL VAPOR BARRIER ON TREATED COMPACTED SOIL U 3 I I � p5 HAIRPIN TYPICALFWHE ES SHOWN 1/2" - I'-0 a FOUNDATION PLAN 112 az 3' CLR L SECTION r ,N 5m r >rtx x N�"y M Hh y A�. y .•l Titl, 4'4'rtI^aft r y R— 30 INSUL 1L � 1 2x2 ACOUSTICAL CEILING SUSPENDED FROM PURLINS 1/2" GYPSUM WALL --- SHEATHING EACH SIDE ON 2x4 STUDS AT 16" 0 C (25 GA METAL STUDS OPTIONAL) R-11 BATT INSUL FLOOR FINISH AND BASE BOARD AS SELECTED BY OWNER CONCRETE SLAB ON GRADE — INTERIOR PARTITION 1/2" = 1'-0" a iL 7XISTN TFUCTURE T E AN [IFR R OOF X1 -[N[I E E & WALL PANELS Cla T[j E A L G TO MATCH -III" _ Lo T71i EXISTING OFFICE SOUTH ELEVATION 1/8" = 1'-0.. SEE PLAN ST. LUCIE COUNTY B REVIEWED FOR CO IN REVIEWED B u NI DATE PLANS AND PERDIIT ST B1 OR NO INSPECTION WILL BE JOB G FaEVISIONS DATE 1 2 3 i Oi 0 'D MO1 w 3 cu L7 0 � o N rl :37 i l ♦Y i' 0,O N w u >- i ON «Ziau� 0 1Z v PQ i'DON + a 3 > N L Z 0 L0 I• L� i Q p > p W Q W W 0a U N LL Z LL 0 a W N D p Z Q W ix 0 F J W Y LL � U U � ui Z U 0 Z w U o a 1n Z Q 0 LL _U OC W yi ]Y ^J DRAWN ML CHECKED ML DATE 5/4/2001 SCALE 1/8, = 1'-01 JOB No, 00-252 SHEET A2 OF 7 SHEETS 1 PLATTED RUSSAKIS INDUSTRIAL Pf"� K I_0 T N0. 3, P.B. 33, PG. 2' I'j I I I I I I EXISTING ASPHALT ENTRANCE ROAD I I I I j--------- - --------------- - II I I I 1 I I j- I ...... --- ---------- -------- - ------ ----- ti - - - _. - - N 89'36'20" E .00' 'I c� EXTEND 2-I'EMPTY CONDUITS a FROM EX/5T/N6 PJ,0WE BOARD TO NEW BUILDING FOR FUTURE a-74 SERVICE (SEE RISER) I EXISTING O/N SERVICE I METER METER I I. _1 i I PROPOSED NEW STRUCTURE � I I I 1_. �FX/STIAKr PNL 'A' I I ( PRgo05ED J I ADDITION I , I - 2 I_2,t2,I , I I I I I j I ' f I I I f. i I 1I �I 10----------------- 1 I k11 3 ELECTRICAL LOAD SUMARY p 775VA ,I L I U � I I I I I I I I I U I { 0 I � j III ry I I I. I w i I I�a i j v I , �? I ' I I II I I i I 1 I I I I 3525' 1) � I I I II I' I I EX/STING O/N � a , 7 ru -T -T 551.49' r----y ! r----� I 1 I I Z I A I 75KVA 61 XFMR I I 1 I L i LJ I jj I I � � �J---j 1CAL R/SER 1504ED------- SCURCE-2 L/GlT/I�k'i I J RECEPTACLES 6,120VA BRIDGE CRANES 3�255VA M/SC. Id "VA I54,1-AOVAVA TOTAL DIVIDE BY 631 - AMPS - IWA UNPLATTI D NEW 0114 SERVICE —' 4''-405945VMCM METER — 3M4 4W Q 89'49'03" W TV -SS 1369.00' --7 -� ELECTRICAL LEGEND I AI�T Tgts- Fg�NPT SERVICE BANDING COLD WATER fDa 57EEL AN X10' (;,N R �,�"-3lR3r�4G GRAPHIC SCALE ( IN Ill ) 1 inch - 30' fL SYMBOL DESCRIPTION DUPLEX RECEPTACLE OUTLET NEMA 5-20R DUPLEX RECEPTACLE OUTLET NEMA 5-20R SPLIT WIRED x DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER O 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 e e FLUORESCENT LIGHT FIXTURE SURFACE / RECESSED E3 FLUORESCENT LIGHT FIXTURE SURFACE / RECESSED 1--a FLUORESCENT STRIP LIGHT FIXTURE EMERGENCY BATTERY PACK LIGHT FIXTURE W/ 2 25W LTS. 01 ®1 EXIT W UIIMAI MOUNTRIfi MMU / SWAI FACE ARMS AS N)I ATED IV 10 FUSED SWITCH 30A SWITCH 20A FUSES 2 POLES NI MOTOR STARTER NEMA SIZE I 03J No SWITCH/STARTER 30A NEMA 1 3 POLE PANELBOARDS SEE SCHEDULES ❑ TC TIME CLOCK SWITCH 4P-ASTRONOMIC W/RE5ERVE No TELEPHONE RECEP-44 BOX WITH SINGLE GANG ADAPTER AND %# EMT TO ACCESSIBLE CEILING SPACE b DATA RECEP-4x4 BOX WITH SINGLE GANG ADAPTER AND 5'' EMT TO ACCESSIBLE CEILING SPACE EN FIRE ALARM PULL STATION ❑a FIRE ALARM HORN AND ADA STROBE FIRE ALARM PANEL 46 SMOKE DETECTOR CEILING MOUNTED SMOKE DETECTOR DUCT MOUNTED WITH AHU SHUT DOWN RELAY AND REMOTE TEST/STATUS STATION. FIRE ALARM SYSTEM RELAY FIRE STROBE LIGHT WALL MOUNTED AT Wo A.F.F. MOTOR AHU AIR HANDLING UNIT CU CONDENSING UNIT WP WATER PROOF GFI GROUND FAULT INTERRUPTER 1368.32' mslRlli_1mw ►Mnzmm ...__, ---- PROJECT ' LOCATION b m 0 N I �I � t41 7 , � Jl, ,y �2 1 r o � CQ i` W � L!1 Q O w �W W� V 1 aE--4 ►-4 W� W W� w� �i rwll o� W Ww J � Y �7=O may Om�tN W 0 pO W<2<W 0 0 U 0 EF j u PROVIDE ELECT CG INCL. COV I I I O/LI SERVICE (SEE R/5ER) METER CRANE — CRANE N-37, L -19 OLI-21�, 28, 30 ®O �.-. N'I N-2 S TYPICAL FIXTURE N/ IX/ARTZ RESTRIKE 077 r� J �L-25 ov-B J J Ji L-1 L-7 L-27 TNRU 1.J® L-15 L-14,16 L-10,12 I� 50A 50A o LIGI-!T FIXTURE SCNEDULE 250MI-1 CYJTL)-'-e ? AVALLS h64L4 PACKS -INSTALL Air +/- 27' ABOVE FLOOR SPAULDING +�NGR2-M250•-/7T-DBZ 400PI / MAIN BUILD/NG LIGNTIMr,. 50UARE EA_'LCtSED AND GASKETED FIXTURE CLIPPED TO ROOF STRUCTURE SPAULDING �i/T/I-CM-M4G�-NP17/DA-MT-SWT C jG' 2F32 TOILETS 4' NRAPARGUND FIXTURE' COLUMBIA #ANN4-232-EB6-120 3F32 OFFICES LAY -IN 2W TROFFER ACRYLIC PRISMATIC COL UMBIA #_224-332G-F5-A/2.125-3E56-120 Q LED EXIT LT UNIVERSAL ARR(5IWS UNIVERSAL MOUNTIM: BA TTERY BACKUP DUAL-LITE #LXURNE Q ION EMERGENCY B4TTERY PACK DUAL-L17E ALZ2-I0N J BJ NOT L -17 N-25, 27, 29 REBAR BENDER N-5 TNRU PC 4 I L-i,6 No J� L-2,4 J ill ELECTRICAL FLOOR PLAN 0 NDTE�NECT EMERGENCY 3 AND EX/T L 1644T5 TO 14-3 1 cJ 6) IF N-b TNRU PC N-5 TNRU PC kIGIwI IDAP11=1 R/lADn C/'I ICT'1i ii r li it all . . • - - 0130 m�_� ►=1►=10► - ©Ooli �� ®. m►_II rim•) r� . _ 133654 ►z•►_/m room �►_I►=1 - ���i�ION moo ,�►..►..m RI�� �■�E►—/►r1 CBS ���iFj =sRS o t��MW MW ►za►z/�����m��t��� c��m�m�i� ���i i ►o13►Z ME F^ME n���■►r.Ip►si ►-1►�Ir��• INN r� I oil I MR Ell" - ■ - - - ■ �U- • ••..-- ■ a• •r•- •.•- •••- ■ �• _ _ r��T ...Mors • In • I.• ■ • ■ NEW PANEL RD SGNEDULE 'L' RION-- ►z.►zo . a ®a mom.4momo ►liom . ��w►z/►zm �nlimr.©oom��� ►obmo0 mWam rLM1101 /ml. ►ZI►z.0 vm®m m�'�� gas Ill �►� �►oro0 MIN 00 QV4 Ell mmi m MIN ►Z��►S mm C^•, ��►�I�►S ■- ■ - • •••- ■ • wee . ■ _•rr■ ■ co O � G''J Q Fri Q W W% F--1 [-4 W� V 1 H� V1 W� �a C/)r (2) W W� W � W rT, J 7 y �7= O m�r� n a w 06 rn k uj LLJ Li 0 ly E-2 OF 3 EXISTING NEW ADDITION I [.XIS'. WALL TO BE REMOVED EXISTING OFFICE EXISTING DOOR TO BE RELOCATED A-6 A -+ ? BREAK ROOM OFFIC I P A-1,3-; A-2 i:,•�NF. RUOM OFFICE OFFTc WPIGF/ A -5, 7 EX/STING PANEL 'A' T ADD/T/ON ELECTi ICAL PLAN ---------------- ELECTRICAL NO TES ......................... THESE NOTES APPLY TO ENTIRE PROJECT: A CODES. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, THE NAT/C►VAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER {5 MORE, 57R/NGENT. B CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER THHN UNLESS OTHERW{SE SHOWN OR REQUIRED BY CODES. EXISTING 'TRW ADDITION ' C RACEWAYS. R/G/D (;AL V CONDUIT AND ELECTRICAL METAL TUB/N(; ARE EXIST. WALL TO BE TO BE USED IN INTERIOR SPACES. DO NOT USE AC CABLES OR NON - REMOVED ) METALLIC TUBING. A D NVAC. THE ELECTRICAL CONTRACTOR /S TO COORDINATE WITH THE -1 1 ---- - CLOSET HEATING, VENT/GATING AND AIR CONDITICNIM; (NVAC) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CgYDU/T5 ARE ®I O INCLUDED /N THE BIDS. ALL NVAC EGXAPMENT /S TO BE PROTECTED 4 W/TH FUSES DUAL ELEMENT) SIZED IXACTL Y /N ACCORDANCE W/TH THE EQUIPMENT LABELS. SPLIT SYSTEM AIR HANDLERS AND GCWDENSINC. UNITS ARE TO BE CONNECTED WITH CONTROL CIRCUITS. UNDER NO CONDITIONS W11-4 ONNER PAY ADDITIONAL CHAk(;E5 FOR NVAC EXTENp IX/ST/NCK - - - _a _ r ELECTRICAL WORK. SWITCHED LTG T. E FOR DRANINLS. IN65 �LL BE SUBM17TED TO ENGINEER F POWER COMPANY. THE' ELECTRICAL COIVTRACTOYP {5 TO CGL'1QD/HATE ALL SERVICE AWOUIRE7,WOS WITH THE POWER CCY'1PANY BEFOIRE N BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET PCHER IA SPEC/FICATICYJS /5 IN THE BID. REFER TO EXTENSIVE NOTES ON RISER. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER COMPANY. THE ELECTRICAL CONTRACTOR SHALL MEET '4 ® W/TH THE POWER COMPANY PR/OR TO BIDDING TO DETERMINE ALL FEATURES,AN LOCAT/CN5 OF SERVICE. FURTHERMORE, FUNCTIONS D ^e THE EI.ECTRICAL CCiVTRACTAR /S TO MAINTAIN CONT/NUoU$ CONTACT WITH THE POWER COMPANY DURING THE PRC2UECTAND /S TO NOTIFY THE EAG/NEER IMMEDIATELY OF ANY CHANGE PR,AEp. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SERVICE 7740ROUGHLY AND DOCUMENT THE CCORDINAT/CN. FAILURE OF THE ELECTRICAL CONTRACTOR TO COORDINATE AND DOCUMENT THE SERVICE 544ALL RESULT IN THE ELECTRICAL CONTRACTOR ADD/ T/ON L lG,�-1 T/NG PLAN 1p11 BEARING ALL COSTS OF SERVICE CHANGES. G TELEP:IWE COMPANY. THE ELECTRICAL GGNTRACTOR /S TO INSTALL TELEPI,0NlE CONDUITS AND CABLES (6#24 CATEGORY 5 CABLE) r� I I \` GF S O�SO$ 7-0 T ELSEPI OV ET OUTLET R POINTS OI NT SW/TH INDIVIDUAL !!GYRE RRCUGVCUT UNS TO L EXISTING PANELBOARD SG4 4 EDU LL A 4 TELEPAOONNE BACIMOARD OR TERMINAL. DO NOT 'LOOP' FRCY'1 OUTLET w u tM1Q9 TO OUTLET BUS AMPS BUS BUS AMPS SC ��t' �, �1�� H DRAW/MIS. THE ELECTRICAL CONTRACTOR /5 TO ETA/N A CCY/PLETE �I LOAD DESCRIPTION IWIRESI AMPSIr rIAMPSIKo LOAD DESCRIPTION !WIRES F • A B G tS5 ABC iiii SET OF DRAW/145 AND SPECIFICATIONS PR/OR TO B/DD/NG, AND /5 TO 52 AHU 6 2 70 _ I 20 I RECEPS CONS 12 II S�''`v ` t� BECOME TNMao iLILY FAMILIAR WITH THE ARCH/TECTURAL, G/VIL, N 52 ---�-- - -- �t.� Ise" STR/KTURAL, MECNAN/CAL AND LANDSCAPING FEATURE OIL' THE �U ) _ 3 20 1 RECEPS OFFICE 12 1! OVA" PROJECT PRIOR TO B/DD/NG, THE ELECTRICAL CONTRACTOR /S TO HAVE NQ 26 GU 8 2 50 5 6 20 I RECEPS BREAK RM 12 A COMPLETE U/JDER57ANDING OF CEILING CCWF/GURA-r1oN5, WIRING WN 26 20 1 LIGHTS 12 12 I~ U CONDETCN/NK. ACfRKFIRE RA7 DT uEMPC4uARY POWER REAQU/IRET7ENTS P/P104 41 I SPACE 10 NQ �• �;+. SPACE 11 12 xx � +� q ''�" _: PLUI'MING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL 32 EXIST WELDER OUTLET 8 2 50 -- WN WORK. UNDER NO CONDITlCN5 /S 77WIS PROJECT TO BE BID W/7'AOUT A COIPLETE SET OF DRAWINGS AND SPECIFICATIONS. 32 _ 15 16 SPARE 1 20 17 18 tt 1 SCALES. Liz NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL SPARE - --_ 1 20 19 20 20 1 RECEPS MIDDLE 12 k=, '" DRAWINGS. EMERG FLOGPS/DOOR 12 1 20 20 I RECEPS MIDDLE WEST 12 J UNDERGROUNp HARK. THE ELECTRICAL CGN7RACTCIR /S RESPONSIBLE SPARE 1 20 20 1 RECEPS MIDDLE EAST 12 r= ' FOR DETERMINING THE EXACT ROUTES OF ALL UNDERGROUND WORK. RECEP SOUTH WALL 12 1 20 26 20 1 RECEPS NORTHWEST 12 RCUTE:S SHOWN ARE APPROXIMATE POWER, TELEPIiGYJE, CABLE 32 EXIST WELDER OUTLET 8 2 50 20 1 RECEPS NORTH MIDDLE 12 CGYfPAN/E5 AND ALG OTHER uT/Ll7Y CGl"tPAN/E5 5, ALL BE CONSULTED, 32 20 I IRECEP5 NORTHEAST 12 AND LINES SHALL BE STAKED. DIGGING BY NAND IS REQUIRED AROUND xx I IX/STING UTILITIES. 3 K TVSS. POWER SERVICE TO BE PROTECTED? FRC1l LIGHTN/Ms WITH SURGE SUPPRESSORS AT SERVICE 774ROAV4 A 30A BREAKER (INTERMATIC XX 37 38 1G4CO3YE7•0 KEEP ALL LEADS SEk.IRT 9 AQ L PANELBOARD SPARES. EVERY PANELBOARD OR LOAD CENTER /S TO BE EQUIPPED W/774 7NO (2) 20 AMP - IP SPARE BREAKERS. RATED VOLTAGE: 01120/205 L 120/240 ❑ 277/480 30. 4 WIRE! BRANCH POLES: [-j 12 ❑ 20 ■ 24 ❑30 042 11 RECEPTACLE HE/GHTS. COORDINATE W1774 BUILDING DEPAR771WNT 7WE RATED AMPS. ❑ loo C 225 ❑ 400 ■ 200 ❑ 50% ■ 100% ❑ 200% RATED NEUTRAL Bus ■GROUND BUS MIN/MUM HE/OATS FOR RECEPTACLES, AMERICAN DISABILITIES ACT REQUIRES 16' ABOVE FINISHED FLOOR. RECEPTACLES /N 19ANUFACTUR/NG CABINET: ❑SURFACE ■FLUSH ❑ NEMA 3R ■HINGED DOOR ❑KEYED DOOR LATCH ❑ DOOR -IN -DOOR BUILDING ARE TO BE MOUNTED AT 36' AFF ON THE STEEL CLOUMNS. ❑ FUSED ■ CIRCUIT BREAKERS BRANCH DEVICES I AIC RATING-10,000 AMPS ❑ SERIES RATING PERMITTED N BRIDGE CRANE. THE E4EG7'R1CAL CONTRACTOR /S TO COMPLETELY CONNECT ❑ MAIN LUGS ONLY --MAIN_ 200 AMP ■ BREAKER L FUSED SWITCH ❑ � TO BE GFCI BREAKERS THE ELECTRICAL FOR THE BRIDGE CRANES. C VRD/HATE WORK AIM ❑PANELS IN PARALLEL ❑THROUGH FEED LUGS REQUIRED CONNECTED BUS AMPS: AO 68 Bm 67 Cip Al APPROVED SLOP DRAW/NG5. COORDINATE EXACT SCOPE W/TN THE GENERAL _ _-- - _--- — — GGNTRACTOR. P GROUND WIRES, EVERY CONDUIT,'RACE7NAY 77415 PROJECT TO CONTAIN A GROUND WIRE SIZED PER NEC 250. CQ i` co � Q V 0-4 W W W cn >-4 V 1 E, Lr)cq A-+ c �7 H� V 1 W� F--1 V L H W W� J � Y O >or� Zommoz toi C� YoO ui0am (r 0000 uj C]G1U� E-3 OF 3