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HomeMy WebLinkAboutBuilding Plansi ` Lot 5 t Block 8 ------------- r ZONING (Z) =IL LAND USE (LU) =MUD -- WESTPARK LANE L =IL -- Z -IL LU =MUD --- LU =MUD -- a 18 SIN NOT TO SCALE I II P I Lot 4 0 Z -IL CE <o n Q 9v\ w Block B LU -MUD o O o_ o_ WESTPARK, LANE A W W ZONING = INDUSTRIAL LIGHT SITE_ 9 (n V ± LAND USE =MIXED USE DEVELOPMENT � (60' Right. -of -Way) ORAN E AVENUE EXTENSION Q <© n `1 1n fO p� 6 � Zp O O p w a0 h• S89 14'39"E `�J9.83' z---+z-60.00'_____ Z h2 S89 14'39'E h`9.83' 60.00' 26 --------------------- ------ .--------- _ _____ W. End of Fen +__________________________ CE _--_-_-_--__-_+______- -_-_ t w W. End of Fenc------- ---- I 1.2a'S, 0.8 E e Corne-, BENCHMARK o Z C) FenrLe Coyne) \\ BENCHMARK at - 1 I� i.2e's, 0.8 E 1.63' o. s4'1 �+.. Actual Elevation - ,Be' O'e4i 1 Actual Elevation - 26, 86' o Z M :N ' I Found PK Nail and �° , 1 Found PK Nai1l and Disk "PCP 2391' w , I Disk "PCP 2391" 1 CV Q _ _j NOTE: NO DRIVEWAYS LOCATED q + I WITHIN 300' OF PROPERTY 101 L1 - -12 _ - - + LO I m e®14,.r/'iT'0.!N MAP N 1�. ' I 26.p0 O Of( Sr� ,yr}i t� w o ' �^ " 3 Z / t 10' UEi:.ity Easemer Z , ,. p6 , ,,� i L 21. ' �0 2�p d 1'p( ,i� 1 z .'.. 1 24" R1I-1 STOP SIGN .'��--------.---- r-t !gyp o2 aL"j t~D 1 r _ _ _ - -Y� `� I ,� j C t * +,Ax� '� �.ht"�IWJ 241 WADE STOP BAR - PAINTEDz $ INF=OFi'MATION f' � 1D 1 ' I r�en I � U o yy ,6n 2� n ,�. G fit,. M1r rx "�� ✓�"nc 1 OWNER/APPLICANT ZONING Z OC U t I I - , osce v e o1. + o9.e MR. BRIAN HACH?' IL - INDUSTRIAL LIGHT .,.� + , `� Conn A +� 1 1 ✓, na �• ' .,y U + * °n e' ` a� r, , e 26' 15965 WESTPA N 1 - 1 y + i >r 'Y+ FT, PIERCE, FL. LANE LAND U$E L(\ 1 - m N 1 `` i l + 64 b `, i }cur'r ' ' SURVEYOR MIXED USE DEVELOPMENT(MUD) VJ C ..J '� i e. EX. WELL ' IA i. ,, ,ei . ' p 'C EX. WELL ' 1A I o u , .. ,-1 - Found 1/2" hron Rod H i �9 1 a, a _I -_ - Found 1/2" Iron Rod f and CaP "RLS 23 1" I, _ '' r },zFCep "RLS 2391" JAMES A. KIRBY III N q. + Y,, : (, -' 5107 TURNPIKE FEEDER ROAD Q W rt 17 +-+ Ia I I -' , Found 5/6" Imon Rad' U) r•-I v yy yp , :`+. , ` ','� z4 5/8' iron Rod FORT PIERCE. FL 34951 ^' a C U) l O 1 �' '�� t ? , 1 a Wt n ry 1 a and cap "42693" O I Z o •� , , , , y ,y ', Ufa. and Cap "4268" 561-464-9621 U ' O p v q L O 1 c. a u 69. I 0.80'S G O.SD'W. L- � + SfTE DATA d I... +✓ I Sao t '.' k� k . ,�`'.. y.�r,"' �: 1 a.6a•s 6 a.17'W (a r Q_ p � L' bI 1 1. _ 1 W O L_ ,,1 ra N �1' ' '�'t a ��� ''C r r� 1 , < +� `I [! ; 1 O' I �+.�a {L r= " O O i?\ 1 \ i Q. Z U , . 1 N z p Ze'\` , a, ... ; .,, MIN '�'2-E 00.0 9' 'n y= .- = n u o IT AREA 41,435 SF - 0.951 Ac -" 1 V) 8 v n p M � o °n a EXISTING COVERAGE 0 e T \ o \ o - - ° a• F 2 - - = m l 1 w = a + + . t BUILDING AREA. 4,349 SF 0.951 Ac 10.5 % Q z Y1 m = X > w>3,k .' a PAVEMENT AREA = O SF = 0.000 Ac = 0.0 % p V m pet \ 1 �2g• O W Ll 6.40 .t r31 ,, M CONCRETE/SIDEWALK AREA = 6.619 SF = 0.152 Ac = 16. - % a t LL \ ' + + .p9 , ,••i o I 31.E .,a . • I r I'� } <-::;;,, .; ,Lq.p TOTAL IMPERVIOUS AREA - 10,968 SF = 0.252 Ac - 26.5 % Z z a. f/1 a5 m' "` ""'' ZONING = INDUSTRIAL LIGHT TOTAL SEMI -IMPERVIOUS AREA = 7,223 SF _ 0.166 Ac = 17.4 % -C W op A0 2 x r OTAL OPEN AREA - 23,224 SF = 0.534 Ac = 56.1 % _ LAND USE = MIXED USE DEVELOPMENT 1 I Sul -�, a A + Ar t, , PROPOSED COVERAGE ¢ p oo wo r e s° BUILDING AREA = 10,349 SF = 0.238 Ac = 25.0 % m i l 5�11 X o v=i �s <.,' `k a P�IiRclus veAofAfuture parking) 5.592 SF = 0.126 Ac = 13.5 ROCK _ = t9 k` , „' AREA , t i0 8E REMOVE I r ' o � t •t �� _ Z. CONF RETE/SIDEWALK AREA = 1,958 SF 0.045 Ac 4.7 % W Z a _� x rt �, C TOTAL IMPERVIOUS A 17,899 SF = 0.411 Ac = 43.2 % 0 CU t\ 1 I I II O a m , i ar I£y ' r s t + TOTAL OPEN AREA = 23,536 SF = 0.540 Ac = 56.8 % II W r,� I'. IL (LIGHT INDUSTRIAL) REQUIRED PROPOSED NOT IN CLU ED O W <. kj< x NOT INCLUDED MAXIMUM BUILDING COVERAGE 50% 25.0 % t HATCHED AREAS INDICATE IN O y MINIMUM OPEN SPACE 20% 56.8 Y. 0 , \\ AREAS TO BE REMOVED 1 00 \ I rR O Cu 0 O, 4 ° UJ \ EXISTING POWER POLE 1 I Z Z FRONT BLDG SETBACK 25 FEET 30.0 FEET W I ter' ,rk s1� SIDE BLDG SETBACK 10 FEET 45.0 FEET \\ TO BE RELOCATED 1 o _ 1 pg go N _J ''' J `` p V >tii REAR BLDG SETBACK 20 FEET 20 FEET N A ?' +Z BUILD N + Lt"ya s 8t0'x10 DUMPSTER PAD BUILDING MiEiC#HT - .= 4' CONC. SIDEWALK};4 r �`a MAXIMUM BUILDING HEIGHT PER CODE= 50 FEET I 1 (� CV )<,Et ,�. jrss 1 W/ 6' HIGH WOOD FENCE PR 1 BUILDING HT = ' \ / I p l ri ft .'r+ <„ ®POSED MAXIMUM BU LD NG HEIGHT 20 O ' \� l 1OUF "„q' i � N� (S 3 SIDES AND GATE 8 , , • , • O - 28.40 6 zt.Pvttzr,y'a;(.yltr •n C43o;\ d (SEE DETAIL) Lot 2 ' _!- EXISTING MAXIMUM BUILDING HEIGHT = 26' O , m INV=26.' 2. o o t 3 +zn e , 7. y y . , +q� o [g .'' PARKING, DATA l_L7l J .} 20. - r -.. -Q Z 1 p Z "^e.X. �''i�i. 'G .. ._ . ... RI(c-t i ... . j ¢..V' h w - •:'•' ,..... .,^ 1 " ". o ... .*-,.•... ,..;,. BIOCk B r_ � -" A--^^- ' O 1 g ,...-_ 2 B�OCk... .r__ � .,. ,.:.. __rt I O„ �;. s ,I PARKING REQUIRED - 0.5 SPACES/ t000SF OF FLOOR AREA (IL) 15,,35- I (lJ < s. a 15x35' i11 9,9 7 SF TOTAL BLDG. (0.5/1000)= 5 REQUIRED PARKING SPACES IV U Ze N 2 U c I I + �__-_--------rt I o U I PARKING PROVIDED = 7 SPACES (1 HANDICAP, 6 STANDARD) L---__--_-- I F• + E +'} in :q {- �..., ' 2h r I .LL. *:; in a ' 2g' CON$TRUC'T10N SCHEDULE Z 1 P m m 1n 1 1 `I .. .. P , p m CD lal I 1 M r-I t7 ,s .� .: , i. I J I 1 Ex. DRAIN FIELD A . .-t m i '% 1 O e^ IEX. 11111A B Flea I ea 110 , I "< > , 2e i2� + N , 1 t 3 START CONSTRUCTION JANUARY 2002 Z - 2 a W ��'° I e THIS rh^ 6 4------------- X = cm \° I v END CONSTRUCTION JUNE 2002 w +------------+ x � n , I THIS I oz ill 26$ L2 + EX. CONCRETE cu (S T'U CERTIFY THAT 2�. o w I + ° + 2 15.35' z TEGHNiCALREL ' + o° + o�2o'L15.39' EX. CONCRETE 2 1 ' tv PERMITS REQUIRED ------------------------#- - -' 2�° i i v pgEETSTHEMINIMUM J I ST. J - _-I DE "-------' ---- - +-- -- LUCIE COUNTY MINOR SITE PLAN APPROVAL !^CONCRETE 2 NO S,F•W.M.D. PERMIT IS REQUIRED DUE TO SIZE OF PROJECT CONCRETE ,LUCIE COUNTY LAND , 20' 1 - 0° i i Q L� - o OF THE TWOS APPROVAL DOES NOT Gl i t- -�- - - - - - y _ _ _ /v�5 IL O CODE, x xt foo.3o �115.os ; O (PER ANDREA BROWN, SFwMD, 10/4/01) THORiZAT1QN I I � o in V ION AU 7 CONSTRUtC �gIONS OF THE °1 SUCH PR V'Sl( HAVE BEEN COMPLIL FLOOD ZONE "II O 45965 Westperk Lane MENT ApP' IN COMMUNITY 1 15965 Westpark Lane ( I THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' C I , �_ I PER F.LR.M. PANEL No. 12111C0150 F, DATED AUGUST -19, 1991,. c EXISTING STEEL STORAGE BUILDING o FURTHER IDENTIFIED O "^^" o EXISTING STEEL STORAGE BUILDING i I m FINISH FLOOR ELEVATION 28. 39 m I MENT OR ; I m FINISH FLOOR ELEVATION 26.39 n I SANITARY SEWER SOURCE '' 1 1 m 1 rl ! W m ' I I M a pVELOPM Pdi ADMINISTRATOR _ EXISTING ON -!SITE SEPTIC AND DRAINFIELD 'R n I+ I 1 NO SEWER FOR PROPOSED WAREHOUSE v 0 I {, i 1 ( I (� I dI 260� m a° ; POTABLE WATER SOURCE Z 2 VAL DATF + I EXISTING ON -SITE WELL + - J 100.30 r2 Ai�t'FIO - - - - - - - - _ 1oo.ao z _ _ t -- -- NO WATER FOR PROPOSED WAREHOUSE - - - A 1, 58 T - - - - - - ( 3 b 1 I TAX PARCEL I.D. NUMBER(S) Q 1 M 2212-500-0010-000-5 oo NUMBER OF BUILDINGS O 'p•. I _ ____.____-_ ___-___ .(_- 1 1 3937 SF STEEL WAREHOUSE BUILDING ((PROPEXISTING)SZ -----------^--------_--'---•----_--- ---_., _______________-� '-------- ::3 6,000 SF STEEL WAREHOUSE BUILDING PROPOSED) � 4 , I � 110.0' 10.0' ' 1 y 1 - 2 -9,937 TOTAL SF STEEL WA BUILDINGS --------C�------'----------- -- - ------ - - - - -- I � - - -- 4�------- T -----------OIJJEALL_STBUCTL6E------ .� ----- 1-------------------------------- "----- REHOUSE NGS e + N (SEE DETAIL) I + 23.85 - - - - TRAFFIC STATEMENT I -�-------- - - - - - -' I Overaead Power lines hYpiemll EX. 30' Drainage and Utility Easement EX. 30' Draina a and UtilityEasement S. End of Fence NO TRAFFIC IMPACT REPORT REQUIRED. PROPOSED fn 19.30'N. 1.26'W WAREHOUSE IP40USTRIAL BUILDINGS UNDER 69.000 SF. VJ 2 - _z - - 22.90 I 3.7 23. 22.90 SITE ADDRESS I Approx mete Sw83Ti ., I r a'. c o ,p 15 LF OF 12" CMP I 15965 WESTPARK LANE N.ti2p ap03 2p 2 Zpa SIINV,=22.070 I 2p5e ST. LUCIE COUNTY, FLORIDA 135,50' N89 14' 39"W 156. 33' _ 0•20' o.ae•s m . N89 14' 39"W 156.33' ®PROJECT (DESCRIPTION EXISTING D2AtNAGE STRUCTURE THIS PROJECT CONSISTS OF EXISTING STORAGE BUILDINGS L ONING = INDUSTRIAL LIGHT TOTALING 4,349 SF AND A PROPOSED 6,000 SF STEEL STORAGE (7O BE REMOVED) Zop of Grate - 24.72• LAND USE = MIXED USE DEVELOPMENT BUILDING, WATER AND SEWER SHALL BE PROVIDED BY ON -SITE 7 Toraf Overflow - 22,67' -WELL AND SEPTIC FACILITIES. THE PROPOSED WAREHOUSE WILL L Flowlila of Cut out - 21.70' NOT CONNECT. TO THE WELL OR SEPTIC AT .THIS TIME. g d .a n a 0 N P DEMOLITION PLAN N SCALE i" = 20' THESE PLANS AND ALL PROPOSED WORK STORMWATER AND PARKING FACILITIES ARE ALSO INCLUDED WITH THIS PROJECT. r ; Lj SITE:. PLAT V ARE SUBJECT TO ANY CORRECTIONS LEGAL DESCRIFrnON V REQUIRED BY FIELD INSPECTORS THAT 0 LOT 3, BLOCK B, CARBOY INDUSTIRAC, PARR,,- UNIT ONE, 4 o SCALE 1" = 20' MAY BE NECESSARY IN ORDER TO ACCORDING TO THE PLAT THEREOF, AS b2ECORDED IN PLAT [(� p BOOK 28. PAGE 13 OF THE PUBLIC RECORDS OF COUNTY FLORIDA. ST. LUCIE ✓® ®LEGEND COMPLYWITH LL P LE CODES, STORMWATER DATA �✓ ! $ �OQI GENERAL NOTES ry6h EXISTING SPOT ELEVATIONS 13. Concrete pavernent alternate shall be provided with a fti E.O.P. EXISTING EDGE OF PAVEMENT J 1. Contractor pis responsible for checking actual site 7, Boundary an topographic information prepared by JAMES A. pigmented liquid membrane curing compound conforming to the OVERMIMP ER TREATMENT PROVIDED 1 �. OVER SITE OR 2.5" W Z KIRBY III, R.S., dated 09/14 01. All elevations are pp OVER "x41,4 IMPERVIOUS AREA (WHICHEVER IS GREATER) ® 11 I O U conditions before starting construction. / requirements rof Astm Designation (309). 3.0 PROPOSED SPOT ELEVATIONS _ _ _ _ _X. _ _ _ _ EXISTING CHAIN LINK FENCE A.) (1 "x41,43!isf)/12 = 3,453 CF LLJ O �, j assumed pe benchmark referenced on this survey. 14. All traffic control devices shall be in accordance with � TRAFFIC MARKING NOTES B. 2. Any discrepancies on the drawings shall be brought to the M.U.T.C.D. Stamdards, �� PROPOSED 150 W. MERCURY VAPOR ) (EFOR 7,89ATME T = �.729 CF 0 } attention of the engineer before commencing work. 8. Refer to sot report prepared by XXX .-� DRAINAGE FLOW ARROWS THEREFORE TREATMENT MIN. = REQUIRED = 3,729 CF Z) LtG LIGHT ON PHOTOCELL 1. ALL PARKING SPACES WITH THE EXCEPTION OF TGHE - TREATMENT VOLUME PROVIDED = 4,008 CF XXX doted X for existing soft conditions. 15. All construction shall or in accordance with the Florida HANDICAPPED PARKING SPACES. SHALL BE MARKED IN WHITE, -1 Z � 3. Contractor shall obtain oil required building permits Department id Transportation Standard Specifications for NOTE: NO S, R AND. PERMIT N REQUIRED DUE TO SIZE OF 9, Contractor sail supply density taste to engineer on all Road and Bridge Construction", dated 1994, ♦ RETRO-REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH �.. 1" TRAFFIC FLOW ARROWS EXISTING SATELLITE DISH PROJECT (PER ANDREA BROWN, SFWMD, 10/4/01) r +t before commencing work. sub -grade nd base. Tests shall be prepared per Ashto T- THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) STANDARD F: 9 0 180 method 16. All parking space markings, with the exception of THE SPECIFICATIONS FOR ROAD Sc BRIDGE CONSTRUCTION, 1996. 4, Contractor shall be responsible for location of all handicapped parking spaces, shall be white reflective Uj 'J existing utilities, The contractor shall contact all troffle point and in accordance with the Florida Department HANDICAPPED SYMBOL ® EXISTING POWER POLE WJ METER SECTION 710. ce concerned utilities of least 48 hours in advance for 10. Slope gradetfrom elevations shown to existing grade at of Transportation (F.D.O.T.) Standard Specifications for aaua�le taDI SHEET 0 � 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY 8 HOURS 7OLLBEFORE DIGGING o property tin' g 4A d PROPOSED LIVE OAK TREE EXISTING POWER POLE CALL R71 L FREr� U _ construction operations. Rood and Bridge Construction, 1994, Sec#ion 710. 5. No field changes or deviations from design to be mode 11, Engineer she be notified at least 46 hours in advance for 17. All handicap parking spaces shall be signed and marked in SIGNED AND MARKED IN ACCORDANCE WITH THE CAT STANDARD /o�� EXISTING UTILITY ANCHOR INDEX 17346. A DETAIL OF THIS STANDARD IS LOCATED ON SHEET .(✓� 'i [�,./ without prior approval of the engineer, any inspectn• accordance with POT Roadway and Trafflc Design Standards PROPOSED DAHOON HOLLY L'! C9 OF 14. f-800^,(,*.2- 7_70 Index No. 17346,� n 6. All construction shall be completed in accordance with the 12. Concrete palment alternate shaA be provided with 18' All parking stripes with the exception of handicapped PROPOSED LIGUSTRUM HEDGE e EXISTING SERVICE POLE 3. ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE SUNSHINE :RIDA,ATE ONE CALL n t applicable ordinances of ST. LUCIE COUNTY, Florida. contraction)Inis (20' maximum spacing) with 1-1/2" depth, spaces shall the 4" wide, white reflective traffic point. STALL OR TIRE STOP. OF ftCN7IDA, INCH OF 2 i PROPOSED 25% SAW PALMETTO (FLORIDA NATIVE) 0 RANDY L kfOSBYy1ftlIPEtIV26 1 01- 313 O'-11 r - w - N TYPICAL SECTION .� 4'0 ANCHOR BOLTS iff Z- Ps'7 TYPICAL SECTION '•'"_ 4"O ANCHOR BOLTS BASE OF STEEL AT ELEV. 100' 0'-11 r k� - N TYPICAL SECTION 4"O ANCHOR BOLTS BASE OF STEEL AT ELEV. 100"-0 W% I ter'. 6 - ACCESSORY SCHEDULE r jAlARKt DESCRIPTION DETAIL QUAIN ' 0 X 14'-0FRAMED OPENINGS'0 ANCHOR SQLTS '0 X 12'-0 FRAHIEO OPENINGS70 SWING DOORS.: 0 ' 4 SLOPE �Y 3 SWING DOOR ! WIDTH TYPICAL SECTION DETAIL F O2"0 ANCHOR BOLTS O GENERAL N07ES SEE LARGE DETAILS FOR BASE PLATE. ELEVATION. BASE JF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 700'-0 -FOUNDA 77ON MUST BE SQUARE AND LEVEL ALL ANCHOR -BOLTS MUST BE TRUE IN SIZE,',LOCAT7QN AND PROJEC770N. PROJEC77ON SHOWN MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE: THIS PLAN FOR ANCHOR BOL tSETTING ONLY. REINFORCING FOR ANCHOR BOLTS (HAIRPINS, TIE -RODS TO BE SIZED BY FOUNDATION DESIGNER TO RESIST FORCES SHOWN ON REACTION SHEETS.(RI-R 5 )'ATTACHED. ` IF THE REAC77ON SHEETS ARE NOT FOUND,' PLEASE CALL CUSTOMER SERVICE WHEN LOCATING AND SET771VG ANCHOR BOLTS; ALWAYS I REFER. TO THE LARGE SCALE DETAILS FOR DIMENSIONS .,' AND ORIENTATION. THIS 7S ESPECIALLY IMPORTANT FOR ♦. I. �. 4-60LT PATTERNS, KHfCH CAN EASn.Y BE ROTATED 90 —.. - - =4----..DEGREES FROM ft ElR OQRRECT-P- JRONS. _ _ 1 III ''. EQUAL NO.. .' EQUAL ;I 1.: 36KSI MIN. YIELD STEEL ROD, B5' 2. DO NOT PAINT OR. GREASE 3. S/0 +/-. 114" HOLD .ALL OTHER DIMENSIONS ANCHOR BOLT DESCRIPTION QUANTITY' p"P DIA. X 6z"' W/ ij" THRD 24 : "" DIA: X 14" W/ 2" THRD. 56 . f t L ..DA .. PLANS AND ALL PROPOSED WORK �s ARE SUBJECT TO ANY CORRECTIONS e"-� z-e B_J 5.3 14' 4'-1 %fgU;rE41YP(ELDINSPECTORSTHAT 3�! 0 25'-0 2.1 a 7' 2 MAY SE NECESSARY IN ORDER TO i00'-00 0 CONCRETE , PLY WITH All APPLICABLE CODES;.. Now ANCHOR BOLT SET77NG PLAN 62001 SEAL DATE SOUTHERN REGION JOB NO, ' Ain +M" W.§ ..' J r �.,5 - f DRAWN N=g=0i PO ONA R 17 1 u �rL A CdC4 tBul/ci%9 Sy�tem� DOlu#8US MISSISS/TRl J1) a � R < � 1 ' } { "—'a Robertson Coco company 6-01 (66Y) 32B-6722 MFdl3 _ k RL DATE CUS OMER: I 1 RF CONCRETE CONST INC MAN HACHT fNCIN E BMA. P GLH if-6—Oi ssaaDDlxrElacHWar Id90bWRARHLgNE. E VERO SLACH, FL 329e2 f1'PIERCf, fL SCgtS. sr LuciE couNrr` SH NO. L.. N .. B J OF .Q v 0 FIRONT ELEVATH N 6UTTER5 t DOWN 43'-6' FLOOfR FLAN loo'-o• — _LL i 0 N 0 N a i i -I` SIGHT ELEVATION �.� :. I 0 N NOTES LEFT ELEVATION PROVIDE KAWNEER TRY -FHB 400 FLU5H 6LAZE FRAMIN6 FA5TENER5 TEK Y4 x2' SELF DRILLING FASTENER5 18" O.G. r 0-12 0-12 -� O-1 0-12 O M 04 O Z Oc� Q O Q.. 0 z x qa WW U'C U Z ' a Lu ;p; Igggg O s.. O Q o Pin w _ -. ,/ i,/� ., m F N C V ca 0 '1 LL N a a Q Lu Lu U)/f/.N� 2 4 k ELEGTRIG^L SCHEDULE MARK` DESGRiPTfON MANUFACTURER GATAL06 NO. ACGE55)RY REMARKS 2' 0" X4'-0" FLU SCENT FIXTURE 4-40H LAMPS Q'"'' HIGH PRE55URE 50DIU 250H 2O5V 3(9 x,. IOOH INCANDESCENT LICHT HALL MOUNTED 11 ICON INCANDESCENT LIGHT T EXHAUST FAN COMBINATION r� 120V DUPLEX OUTLET Sri 120V DUPLEX OUTLET w/ 6ROUND FAULT INDICATOR FE yam FIRE EXTIN6UI5FIE1R 5HITCH ® EXIT LIGHT BATTERY PACK FEED FROM LIGHT GKT. EMERGENCY LIG/cATION BATTERY PACK. FEED FROM L16HT GKT. � ELECTRICAL PA -- o ELECTRIC METE - HALL PACKS -- --- ELEGTRIGAL NOTE5: I. ALL HIRING COPPER UNLESS OTHERWISE NOTED. 2. ALL FIXTURES, WIRING DEVICES,'HIRIN6 ETC. SHALL BE U.L. APPROVED AND 50 MARKED. 3. ALL WORK TO CONFORM TO THE LATEST N.E.C. AND LOCAL BUILDING DEPARTMENT CODES AND RE6ULATION5. 4. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT SUPPLIED AND ADJUST CKT'S IF NECESSARY. 5. VERIFY ELECTRICAL SERVICE LOCATION H/ POWER GOMPANY. 6. INCREASE HIRE SIZE BY ONE (1) FOR EVERY '75 .FEET OF RUN. DE516N HIND PRESURE SCHEDULE TYPE CENTER PRESIRE COVERING P05IT. 14'xI4' DOOR 3T METAL DOOR 12'x12' DOOR 3T METAL DOOR 4x5 HINDOH 46 GLAZED 3'xT DOOR 45 METAL DOOR I Ise 4' 0 J t' Lu j � rl 1' ST. LUCIE COUNTY FIRE DISMICT REVIEWED FOR CO:yIPLIANC SUBJECT TO FIELD MPECTICINS' SEE ATTACHED REVISIONS ET' REVIEWED BY; T'. DATE: aka-f3 C� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CC,�1P I HtAmapTES. it V ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR'COIyIpLIAN / - ,REVIEWED Y 1/ DATE PLANS A b PERMIT MUST BE KEHT ON JOB OR NO INSPECTION YVILL BE MADE RANDALL LEE M L)e O blw J L� ' ut W ?V 1 1 I� (itJ � k 1// --7-1 cHr 5POUT5 FfRONT ELEVATION vffi..�fl 0-12 0-1 NOTE: LEFT ELEVATION PROVIDE KAWFIEER TRY-FAB 400 FLUSH GLAZE FRAMING FA5TENER5 TEKY'x2' SELF DRILLING FA5TENER5 IW O.G. n-11) -0 O Dry R i i 0-12 0-1 0-12 ELEGTRIGfL SGHEDULE MARK DESCRIPTION MANUFACTURER ..CATALOG NO. AGGE550RY REM,4RK5 2'•O" X 4'-0" FLUORESCENT FIXTURE ...z, .._ 4-40H LAMPS _-. 01i FP , " URE SODIUM 1 250H 2O&V 30 10 W INCANDESCENT LIGHT HALL MOUNTED 10 4P-, WINCANDESCENT LIGHT T HAU5T FAN COMBINATION 12(�V DUPLEX OUTLET - 4D6F1 12(V DUPLEX OUTLET w/.GI ROUND FAULT INDICATOR ' FE - FIRE EXTINOU15HER 51�TGH BATTERY PAGK FEED FROM ® EAT LIGHT i LIGHT GKT. BATTERY PAGK FEED FROM ELIERGENGY LIGHT LIGHT GKT. ELkGTRIGAL LL PANEL LOCATION - —� ELEGTRIG METER LOCATION - - WFILL PACK5 ELECTRICAL NOTES: I. ALL WIRING COPPER IGNLESS OTHERWISE NOTED. 2. ALL FIXTURES, HIRING DEVICES, HIRING ETC. SHALL BE U.L. APPROVED AND 50 MARKED. 3. ALL WORK TO CONFORM TO THE LATEST"N.E.G. AND LOCAL BUILDING DEPARTMENT 60DE5 AND REGULATIONS. 4. ELEGTRIGAL CONTRACTOR TO VERIFY ALL EQUIPMENT SUPPLIED AND ADJUST GKT'S IF NECESSARY. 5. VERIFY ELECTRICAL SERVICE LOCATION H/ POWER COMPANY. 6. INCREASE WIRE SIZE 'BY'ONE (1) FOR EVERY l5 FEET OF RUN. DE516N HIND!PRESURE 5GHEDULE TYPE GENTERPRE5URE COVERING POSIT. 14'xI4' DOOR 37 METAL DOOR 12'x 12' DOOR 31 METAL DOOR 4x5 WINDOW 46 GLAZED YxT DOOR 45 METAL DOOR O W to O 0 Z O 0 Qc� O Q w m O0 o 0 z �-- o (o W N M, d 5 0, z o (o N > < 0 O �00 M/ 7 U. N 2 _ n i 4 � IIIF X w m z Q 0LL ❑ z w O a z o z a W } 0 rE ,Pan@l circult Schedule - I. EXHAUST FAN 2. EXHAUST FAN 3.PP20 4.DIP 20 5. LIOWIN6 20 b. LieWiN6 26 ' I. QJT510E LIGHTS 20_ 8. REGEPTA�GL 4. RGEPIAGLE 20 iC.REGEMZ, IL 12. REGEPTAGLE 20 13. 14. 15. Ib. IT lb. 19. 20. 5ervlee Load Gomectlon Llghting load per 220-11 L16HTIN6 4600 sq ft x 2 9200 VA ReGeptaGle load calulotion per 220-13 lb receptacles ® 1&0 watts each = 25W VA OUTSIDE 1-16Hf5 = 1000 VA ; 2 EXHM5T FANS = 2500 VA TOTAL 159bO, 240Y / 159bO = bb.5 AMP5 0 AMP I PHASE F NEL FED FROM EXIST. BLDG. 3 #3 COOPER THHN 1 1/2" CONDUIT w/ #8 GROUND 34P 200 AMP EXIT. PANEL LOAD GLAGULATION I - 5 HP MOTOR = 152 AMPS 1- 20 HP MOTOR = 54D AMPS 25 % LAR6E5T MOTOR = 135 AMPS TOTAL = &2J0 AMPS FI1.E COPY THESE PLANS AND ALL PROPOSED WORD ARE SUBJECT TO ANY CORRECTIONS ,REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO (COMPLY WITH ALL APPLICABLE CODES. ZL •T, LtJCIR COUNTY BUILDING DIVISION RRVIRWED FOR COMPLIA E REVIEWED BY DATE P A PERMIT MUST BE KEt'1T ON JOB OR NO INSPECTION WILL BE MADE RANDALL LEE MOSBY, FL PE #22326 t MAR 1, 2002 SHEET A OF 01 —313 ■■ a 100'-0' , 25-1 0" 25'-0° 25 OOD 2 1 _____ __ ______I —_______________— ------------ ------------------ ---------,\F1 ----------------------�iTEI I i TEI 1 q QTE 1 TE I -- FI FI I ! M O ~O ! I ( M m Z 1 I I I I LET �r QI 4" CONCRETE 5LA13 W/ 6Xb H55"5 WWF REINFORGIN6 ON 6 MIL. VAPOR BARRIER ON i p I TREATED COMPACTED I ILL Lu I m ! sJ SJ 2 THESE PLANS AND ALL PROPOSED WORK :;'Q ui � p I 1 S I ARE SUBJECT TO ANY CORRECTIONS '; U = > o ; 1"1- 0 5 Q P N I REQUIRED 9Y FIELD INSPECTORS THAT r s, I FIN. Loon o -o , MAY BE NECESSARY IN ORDER TO ,I ia o ELEV. +285' N6VD Fm jeT.- N �v U 4 Q LY WITH ALL APPLICABLE CODES. Z W �µ, ---- I I cliv 0 off, 0 Q v i sr. Lucy couNrr F BUILDING DIVISION 1 4 , REVIEWED -- I FOR COMPLIANCE ; 5-I j REVIEWED BY • �': `, - #5x10' TOTAL LEM6TH SJ 'JO° 30" 51 i DATE G JGAL) T i PLA AND PERMIT 5J \ 1 MUST BE KEPT ON JOB OR p ry I \ I No Sp, 1 E D I ILL 1 FI •C __ FI I _ I TE I �k- - IFI TET-----� -"----------- - I TE I F2 DESIGN LOADS----------- `--------------------------6RAVITYLOADS ___- GIRTF2 ___-- _ --LIVE W/5BC.REDUCTION..............20P5F a'.. GIRT ' ....< 'r ''i. " . Ay_ "_ 6 SCREW FASTENERS DEAD ...................PER METAL BLO6. MANUF. :.. I +PER CLIP CLIP c e \I CL100 L ^ _ a 2ACHINE 0 0 MSLAB ON GRADE .............................. 100 PSF WIND LOADS (PER ZB.G) .................... IIO MPH �.....��•.® s (CL100) _. CLIP CHANNEL JAMB JAMB CLIP CONSTRUCTION NOTES CONNECTION I. STRUCTURAL DRAWINGS SHALL BE WORKED T06ETHIER WITH r FASTENERS ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWIN65. ANY j{ sD FASTENER D15CPEPANCIES OR CONFLICTS SHALL BE GALLED TO THE ATTENTION OF EAWE STRUT WALL PANEL AT EACH GIRT GIRT DDDR FRAME TOPGIRT CLIP a�� CL100 THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ��� � I�, -FLAN ExTErvsIDM Y 2, CONTRACTOR SHALL VERIFY ALL DIMENSIONS T THE FIELD AND NOTIFY I�j CONNECTION o SD FASTENER JAMB .- + a` FRAMED OPENINf THE ENGINEER OF ANY DISCREPANCIES PRIOR TO GOPISTRUGTION. CLOSURE (2 PER FT.) FASTENER ® HEADER 3. THE OWNER SHALL EMPLOY AN APPROVED ENGINEERING INSPECTION AND (cool) (OPTIONAu GIRT " PER .. TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, CONCRETE E%TENSION) LINER CLIP n v2' +,_ I y GIRT • INSPECTION, SOIL REOUIREMEKTS OF HT ESE�PLIAN5 ETC.TO SPECIIIFFIICAT SPECIFICATIONS. W/ ALL GIR PANEL WALL PANEL I I I (IF REQD) � \ � 4. THE STANDARD BUILDING CODE, 1997 EDITION 15 APPLICABLE TO THISuj ,ra« FASTENERS HEADER ~ PROKT. I / I 16 PER CLIP HEADER 7RIH J /// AT II T WALL PANEL JAMB TRIM J LBLIND RIVETS CHANNEL } 5. CONCRETE I MASONRY WORK SHALL BE IN ACGORDANIGE WITH AM51 U) TRIM FLSH TO EAVE STRUT HEAD DETAIL DOOR L ve CLOSURE - � (SF REQD) CONNECTION ® cuoo W/ FILLER 2a' O.L. FRAME JAMB , �f A10,41983 STANDARD FOR CANSTRUGTION AND DEMOLITION (OPTIONAL AT pl. 11 �, -CLIP CL50 1�2' FASTENER I I/2' FIN HEAD 0 ; SEALED w u n CARRIAGE BOLT OPERATIONS CANIGRETE 4 MASONRY WORK -SAFETY REQUIREMENTS. HEADER F ASHING— O FASTENERS (2 PER CLIP) I ^ (2 PER CLIP) s } ` _� _ GIRT e J FOUNDATION NOTES o WALL PANEL JAMB TRIM ve• I. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE I JAMB \\ BEARING LL BE OF AAA NSF. ' + tGIRT ^//� , ' CTF85) CHANNEL JAMB DETAILS ._/� - FASTENER (2 PER 2. SOILS SHALL BE COMPACTED TO A MIN. OF 95� OF THE MODIFIED I I;' , A,.: �. TRIM FLASHING JAMB BASE CL[P JAMB JAMB T❑ CLIP PROCTOR I SHALL B: FREE OF ALL OR6ANIC DEBRIS. 1/4' X 1/2' HEX HEAD BOLTS WHEN 8 1/2' GIRTS O FRAMED OPENING - CLIP t + j P R ONN L DOOR AND JAMB T❑ AND LINER PANEL A HEADER INSTALLATION ) DOOR HEAD IS REQD �� ^ i/2' FIN HEAD 'SD FASTENER , GIRT) CONCRETE NOTES ' 1 CARRIAGE BOLT AT EACH GIRT •'� (2 PER cuP) FRAMED OPENING DETAILS I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.1.301 LATEST EDITIONSECTION AT JAMB DETAIL FRAMED ❑PENING DETAIL "SPECIFIGATION5 FOR STRUCTURAL CONCRETE FOR BUILDIN65 o JAMB FASTENER C2 PER (JAMB DEEPER THAN GIRT) 0 2. CONCRETE STRENGTH SHALL BE 3000 PSI AT 28 DAYS, WITH 3/4" �x CLIP JAMB TO CLIP AND JAMB TO GIRT) FRAMED OPENING DETAIL WALL 6ERT5 z DE516NED I FURNISHED •. BY META 51D6. MANUF. METAL 1306:L01-UMN BY �. METAL 1306. MANUF. (M.B.M) _ °! GL05U2E ANGLE I ANCHOR BG115 FURNISHED / DE516NEE) / ATTACHMENT BY MB.M I) BY METAL EVI-PIN6 MANUF. FOUNDATION SCHEDULE 51ZE D x W x L REINFORGINO REMARK5 FTEI 16" x 16" X CONT. #2 #5 GONT. TIB UND PERIMETER OF SLP TRAB FI 16' x 2'-0" x 4'-0" 2 #5 E.W. TOP w/ -#5 L.H. 130T w/ 4-#5 5A, BOT. F2 16 x 2'-0" x 2'-0" 2 #5 E.W. TIB F3 Ib" x 16" x 32" 4 #5 5.W. DOT. w 2 # 5 L.W. BOT. MAXIMUM A661;ZEGATE AND A SLUMP OF 4 it . 3. REINFORCING STEEL SHALL BE IN AGGORDANGE WITH ASTM A615 U. x GRADE bO. 4. WELDED WIRE FABRIC 5HAL BE IN ACCORDANCE WITH ASTM AIM. if . PRE-ENGINEERED METAL EUILDIN6 I. PRE-EN61N1EERED METAL BUILDING COMPONENTS SHALL BE DE516NED , FOR ALL LOADS PRE5GRIBED HEREIN. METAL BUILDING MANUFACTURER SHALL COORDINATE AND SUPPORT ALL LOADS SHOWN ON a DE-516N DOCUMENTS. 2. METAL BUILDING MANUFACTURER SHALL PROVIDE SHOP PRANIN66 AND F `' "• CALCULATIONS 516NED AND SEALED BY A FLORIDA REC715TERED hr ENGINEER TO STRUCTURAL ENGINEER PRIOR TO FABRICATION. (ti I 8G 12 6A. JAMB / 1 V Q TOP I BOTT V VERT. EA. 51DE o w o O 1/2" CLIP 4 5"x3"xl/4"xb" (LLH) ui L' #5 HAIR PIN HOOKED AROUND COL. ANCHOR BOLTS NOTES J c) I. COORDINATE FOUNDATION PLAN DIMENSIONS WITH - - - - - - - - - - AA RECE55 SLAB E06E AS REQD LAYOUT PLAN SUPPLIED BY METAL BUILDIN G MANIUFACIURIN6 kdV w ® OVER HEAD DOOR5 6xb W33/i^L35 W.W.F. REINF. bxb WIAIWIA W.W.F. REINF. bxb WL4/WL4 W.W.F. REINF. ^°°� v iD FIN. FLOOR I/8" WIDE 5AW-GUT SHALL OVERHEAD DOOR ® � J FIN. FLOOR FIN. FLOOR BE MADE AS SOON D �) a _ ELEV. 10'-O" ° ° D ° ° —�� o o =F ��� ° e x i�o Ow� \ ELEV. D_0„ CONCRETE HAS HARDENED > ° \ % • �� / SUFFICIENTLY TO PREVENT t/4 } , 8"Z 16 6A GIRT //\ ° /Y SAN / /// /// /// %/% i! / j: m /G G / //° \\\ \/ \ \//. /, , //. /// BA66RE6ATE BEING DISLODGED < / ��' ° •.� e ,. ° ° ° o - 4 8 a. I/8 2'0I2� TYR EA JAI'1B L DOOR TRACK g i - a 8Y OTHERS p i I b MIL VAPOR BARRIER OVER 4° a i I b MIL AP BARRIER OVER �� • ° ��• — IJ b MIL VAPOR BARRIER OVER a �,I I TREATED COMPACTED FILL TREAT COMPACTED FILL ° TREATED GOMPAGTED FILL 3" CLEAR— 3" CLEAR SHEET 3" CLEAR 19 SEE SCHEDULE SEE SCHEDULE Q . SECTION 4 DOOR -JAMB TizAGK ATTAGNME ,may SECTION 1 SECTION 2 SECTION 3 t = SCALD: 3/4'=I'-0' SCALE: 3/4'=I'-0' CJ _ I SCALE: 3/4":I'-0'I. CJ.— 1 SCALE: - 1 a swr' OF RANDALL LEE MOSBY, # 6 01-313 mummommoommom DEC 112001 _ 1-