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HomeMy WebLinkAboutBuilding PlansLANDSCAPE LEGEND OAK TREE WITH TRUNK DIAMETER IN INCHES 0 LIVE OAK TREE 12' MIN. HEIGHT AT PLANTING DAHOON HOLLY `� L) 10' MIN. HEIGHT AT PLANTING EXISTING HEDGE 3'-0" HEIGHT VIBURNUM HEDGE PLANTED AT 30" O.C, AND 18" MIN. HEIGHT AT TIME OF PLANTING LANDSCAPE DATA 1, TREES ALONG 31ST STREET = 1 TREE/30 LF (100 LF) = 3.3 TREES TREE 30 LF 1`140 1F) = 4 7 TREES LEGEND: - ONE - = OVER HEAD UTILITIES - o - = CHAIN LINK FENCE (I= UTILITY POLE ANCHOR o = WOOD POWER POLE Q = SANITARY MANHOLE ® = LIFT STATION o = OVERFLOW STRUCTURE = WATER VALVE ® = WELL / ® = WATER METER )# = FIRE HYDRANT = CONCRETE = DENOTES ELE�ATION (TYPICAL) x EL. = ELEVATION INV = INVERT CONIC. = CONCRETE W/ = N9 TH A/C = AIR CONDITION BLDG. = BUILDING PVM'T = PAVEMENT t = PLUS OR MINUS FOUND IRON ROD W/CAP STAMPED "2391 FOUND PK NAIL W/BRASS TAB STAMPED CARTER 1 ASSOC. „ TBM EL, 20.16' P r , ! N 89'30'00; , E 329.50' NC 0.891 DITCH-._289.5C1 40.p0� 1 ... q o- •�' ..__ na:.y 1 FOUND IRON ROD W/CAP °~ I STAMPED "2391" �- I �4 •. _�" ro 1•n. a. FM1� ? i t 1 y PARKING AREA: (94 CARS) m 4.830PI14' CMP W/ME, N. INV. S.4NV, 17,4 m i 4 2. TREES ALONG INDUSTRIAL THREE - 1 / R = RADIUS 1 3. TREES ALONG 29TH STREET = 1 TREE/30 LF (370 LF) = 12.3 TREES T = TANGENT L = LENGTH 4. TOTALS = DELTA "'�' _;,- a '1° ' + TOTAL TREES REQUIRED = 21 TREES TREES 7 TREES ASSOC. = ASSOCIATES I -' + N 89'30'00" 289.50 TOTAL EXISTING = 1 T TOTAL TREES PROPOSED = 14 TREES (P) - PLAT I TOTAL TREES PROVIDED 21 TREES (0) = OBSERVED 1 I I ( ! I F.F. ELEV. - FINISHED FLOOR ELEVATION BFP = BACK FLOW PREVENTER - .a' a DIN HAWIL'UP 1' o METAL�EO. CMP =CORRUGATED METAL PIPE ? y ry'•.. ^. DESTRD AN ED. N LANDSCAPE NOTES RCP = REINFORCED CONCRETE PIPE,I,,Oita t W/CONC = WITH CONCRETE ENDS (4'X4') 01 �' 74.14' 8, I(n 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE O1 W/ME = WITH MITERED ENDS c 66.2T APPLICABLE PROVISIONS OF THE ST. LUCIE COUNTY LDR'S. p .4 METAL BLDG. N �' 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" q w F.F. ELEV. 21.22' am 14.89' j O ! t O O WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH -. I N SITE INFORMATION OWNER MAVERICK BAOT COMPANY, INC. 3054 INDUSTRIAL 31ST STREET FT. PIERCE, FLORIDA 34946-8630 561-465-0631 SURVEYOR CARTER AND ASSOCIATES, INC. 1708 21ST STREET VERO BEACH, FLORIDA 32960-3472 561-562-4191 ZONING IL LAND USE INDUSTRIAL SITE DATA (EXISTING) SITE AREA = 317.425 SF = 7.29 Ac = 100.0% BUILDING AREA = 33.078 SF = 0.76 Ac = 10.4% CONCRETE AREA = 46.591 SF = 1.07 Ac = 14.7% PAVEMENT AREA = 21.200 SF = 0.49 Ac = 6.7% GRAVEL AREA - 15,048 SF = 0.35 Ac = 4.7% MARL AREA = 59,900 SF = 1.37 Ac = 18.9% TOTAL SEMI -IMPERVIOUS AREA = 74.948 SF = 1.72 Ac = 23.6% TOTAL IMPERVIOUS AREA = 100.869 SF = 2.32 Ac = 31.8% TOTAL OPEN AREA = 141,608 SF = 3.25 Ac = 44 6% SITE DATA (PROPOSED) SITE AREA = 317,425 SF = 7.29 Ac = 100.0% EXISTING BUILDING AREA = 33,078 SF = 0.76 Ac = 10.4% PHASES 1-3 BUILDING AREA = 22,009 SF = 0.51 Ac = 6.9% ADDITION UNDER REVIEW = 6.215 SF = 0.14 Ac = 2.0% 5" OVAL RCP FUTURE PHASE 4 BLDG. AREA = 28,760 SF = 0.66 Ac 9.0% a W, WV, 16.9; TOTAL BUILDING AREA 90,062 SF = 2.07 Ac 28.3% E. INV, 16.7 EXISTING CONCRETE AREA = 46,591 SF = 1.07 Ac = 14.7% PROPOSED CONCRETE AREA = 0 SF = 0,00 Ac - 0.0% PHASE 1-3 CONC. REMOVED = 15,500 SF = 0.36 Ac = 4.9% FUTURE CONCRETE REMOVED = 16,463 SF = 0.38 Ac = 5.2% TOTAL CONCRETE AREA = 14,628 SF = 0,33 Ac - 4.6% �4 EXISTING PAVEMENT AREA = 21,200 SF = 0.49 Ac 6.7% PROPOSED PAVEMENT AREA 0 SF = 0.00 Ac _ 0.0% YY4a TOTAL PAVEMENT AREA = 21,200 SF = 0.49 Ac = 6.7% GRAVEL AREA = 15,048 SF = 0.35 Ac = 4.7% .: MARL AREA = 59,900 SF = 1.37 Ac = 18.9% TOTAL SEMI -IMPERVIOUS AREA = 74,948 SF = 1.72 Ac = 23.6% TOTAL IMPERVIOUS AREA = 125,890 SF = 2.89 Ac = 39.6% TOTAL OPEN AREA = 116.587 SF = 2.68 Ac = 36.8% BUILDING HEIGHT o COVERED CONCRETE SLAB f MAXIMUM HEIGHT = 25' 3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM. ! GRAVEL,DRIVE L ., ,a��.,9>^ } Q PARKING DATA TREES i +`' 7 b 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING AND/OR SHRUBS SHALL BE FULLY SODDED. _.;a'I , I _ I ' i i fTl ry PARKING REQUIRED ALL HEDGES TO BE A MINIMUM OF 18" IN HEIGHT AT TIME OF T� I `y EXISTING = 2 SPACES/1.000 SF (33,078 SF) -66 SPACES 5. I. + PROPOSED = 2 SPACES/1,000 SF 40 SPACES (19,775 SF) - PLANTING. i I n I "1 TOTAL R 1 - 1 06 S C F vl �+ I i I I ! � EQU RED - �? o PARKING CAR >EA I ( I ( I PARKING PROVIDED = 18 PAVED SPACES AND 161+ MARL SPACES C� V T CONSTRUCTION SCHEDULE FOUND IRON ROD WITH START CONSTRUCTION JUNE 1998 FOUND IRON ROD KITH PLASTIC CAP STAMPED i 1 I I END CONSTRUCTION NOVEMBER 1998 PLASTIC CAP STAMPED ? "CARTER ASSOC." I PARKING AREA I i I � r FOUND PK NAIL W/BRASS 'CARTER ASSOC.' TAB STAMPED "CARTER (44 CARS) - O PERMITS REQUIRED t { ST. LUCIE COUNTY SITE PLAN APPROVAL ASSOC." I I � { I " + '� + p9 swALE - A>, FNc o so' ' 1` { y ST.' LUCIE COUNTY CONCURRENCY PERMIT ! FNC 0.38 101;, +- N 89'30'00" 289.50' e 329.50 +_I a ROPANE FNC.�°'la e I f ST. LUCIE COUNTY TREE REMOVAL PERMIT N 89'3OO® E °ST. LUCIE COUNTY LAND CLEARING PERMIT h0 00, fi- 289.50' Nc 2_8s am] ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT +' I 7 ! 0 1` '' ' `� ® TANK +I ---I J I jti SOUTH FLORIDA WATER MANAGEMENT DISTRICT ^ j>A" NC 4 00'1^ ' SXV CON€. n + o, •" .x. o _ _ A/C SLAG + ;`A • 15.90 "' ; --- __ + ^ O 1 a 8J0. �m j 6o.5i J l FLOOD ZONE CONIC. BLOCK A MET, ?_^.:.--- a z __ F.F. E EV. 20.20' I '� o I PROPOSED ADDITION 1 I a , _ _ _ R J 500 SUBJECT PROPERTY IS -IOC CONIC. 1I-- �. 3025sF "' AUGUST 19 199 ST LUCIE COUNTY, FLORIDA.0t75 DATED i ILL I I ¢ i OD) PER MAP No z 'SLAB 5". % j- METAL BLDi' o PROPOSED AD41TION 1 p (n 6 FIN FL EL. 214Y' r I ^ .I ° -% P` A FLOOD ZONE X (OUTDOOR A FLOOD) R F.I.R.M. . 12111C F 1 b, i % a m MAX HT. = 25.0' W �./- ,vA, 1 � N j' F.F, ELEV, 2111 `� _ 23a 5 v o I «ff �" ti SURVEY BENCHMARK ' \ I / 8,820 SF )4 FIN. FL EL 21 41 I O . - - + IN x I. - FIN , MAX.HT. - 250 --- roJr shr N i u Iry'° ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM OF ' COVERED TORACE , o' -- - --=- --- �q>' a^ CMP w/c c. 1929. ELEVATIONS BASED ON CLOSED LEVEL LOOP RUN FROM 175A2, f .� " `. ".. 3zso' - Is'. INV. 17.3' O U.S.C.&G.S. MONUMENT STAMPED "Y 230 1965" PUBLISHED __.�..�. �. 2 CUP - 2 a=- 3998' i J INV. IP,. 2' 2 CMP S INV. 17.4' I m N, INV. 19.4' CONIC. SLAB ,,9 L4 'J ELEVATION: 20.44' (NGVD '29) 10 z- O .^.1 0 IJv.1P,<' t' S. INV. 19.T Fr+i W M,» ,'.' ": roNrPETE BRrJF ro ararTL - 'FI[L cc,aCRE 4 pRwE "I PROPDSEO ADDTIO`+ 1 Rl,n+aF " ^ CONC. SL (a/c) r 0 v0 9. °O TAX PARCEL I.D. NUMBER WITH I �' 12.210 SF zv+ r7 CON .. BLOCa �' -;- 1429-501-0055-000/8 SF FIN FL EL. ?t 41' ., r o! iv PROPOnE040 ADDITION 3 ., )' a6 - ` r AL _ !.F FLFV. 2060 * m ,� 3 � V I Q 'q 'R' $' T�" I .LETAI. 61 �' FIN FL EL. _ 22 52' (2d, , ! SITE ADDRESS • _ F.F. ELEV. 2140' F �,.• P O' f �_.. m c+"Ji . I o MAN HT �. 250' OI 1 I I J ti i2.6+' (TO RE RELOhrrO) I +••.-=- _._'S1D W awn 1 a'X4 CONC _ i {.�I 354 INDUSTRIAL 31ST STREET O i' I a; o . w e AB �I I I I N �J FORT PIERCE, FLORIDA 34946-8630 _ I - o nza CCNc 1a+^�. M.------.'*' - \ �4 it Q 1: t�5 m SLAP. 1 1 O p 1 I _ 0 O WATER SOURCE I , Ep ,` I .,\� *' C.dNrPLrE : F 6D.5P .'� 9s 93: ,~) i FORT PIERCE UTILITIES AUTHORITY O.: i p--------- .. . ,Iyti'4 ^..^x' hq• _-_"' -� 2978' ,_.. ,b 83.08' I I y { J I`I 4 !! p \\ \, \ K __-_ rc I CCNCRETE AREA I f rLJ °ecl,. €' \ \\ X 50.2e' SEWER SOURCE o i 0 `'`' ' \ \, \``- \` \y ° ti 3o.T3' { ON SITE SEPTIC DISPOSAL SYSTEM \ \ \\ .\ "S(Ja Y N F1 a p, I sk * I �kt i I,; w Vp -- I y LEGAL DESCRIPTION 1� N 9930'G0" L \ , \_ N $$il 5 -I 1 t I fV 89'30 00,' E 289.50' of _ ___ _ _ ^ \ -,\\ �>�!� 1 NI f LOTS 9, 10. 11, 12, 13, AND 14, BLOCK 4, OF AIRPORT INDUSTRIAL r1%; PARK, UNIT ONE. ACCORDING TO THE PLAT THEREOF AS PLAT BOOK 12 tr FUEL STORAGE TANKS PAGE 40, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. t\\.,T�n`F, -ADDITION uN R BUILD] c I I 'I' I" J.` ^" ^1' ;''} SAID LANDS LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA, 1 �i r i ,! DEPARTME REVIEW ' RETENTION 8.21 SF � ?' o p. y i a DRAINAGE DATA S��Y''y� - FIN. FL L. a 21.36' AREA N ._........,_., _ ry I I� `\\.y as`ny� MA HT. - 25.0' rri / C1 18.32' z •s,� I W ON SITE DETENTION IS PROVIDED WITH THE ULTIMATE DISCHARGE TO '�I \-`\ \\' \�yt';h. e :o x, I 19.,7aii INDUSTRIAL PARK'S SURFACE WATER MANAGEMENT SYSTEM. j i C FuiuRE A�FiIneN 4 \--4{4{\ z { P ^y l` r I CC1 28,760 Sr \`\ \, -,\� O \p " h~)`,! o H W w m• O �� r 15.1'X18' u w N H N FIN FL. EL 21 36' \.\\ Y1'e \[I<�'. ai u N O + L"� CONIC. SLAB $ I w a o 4J ut s+ 1 \'�` \ 1) > O W ¢ 9 ..' - J K ,'� fA -�N N I O I ' MAX.HT 25 0 .,. , ^ IT aND �" 1 N _.....r •f a a Vx `' ♦ ` I �,n y�., { 'Jr° e I C7 k t x 1- w m x III rn>o [ j K �, `; _ `, ..;.,\ +..� \. ya"'• �r i \ 1 ]r O rS• ,4.' + Oa _ ___... w a i WOi (T i^ { �^ GENERAL NOTES ` T _ p 0'' OD L �\ .` \ ` \\ , / rh I+ , I a&.9s' �. + I " CONTRACTOR 15 RE5PON515LE FOR CHECKING ACTUAL 517E `n *,\\\ -\\\� ` ,-� I + I a W GONDITION5 BEFORE STARTING GON5TRUGTION. Cif ^ �I N , \'•-' �,, '\`\ _I „ 3" CNR 3` 22" CMP,---,----�-_.) ' I I 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL 6E BROUGHT TO THE `y O ,` "\'`\\` `,, - I Iv, 17.5 4' r'ry? N. INV. tss' p - ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. I� \ S. INV. 17.8' .0 S. INV. 19.2' ` (--` CONCRETE FOUND IRON ROD W/CAP ? I i 3. CONTRACTOR SHALL OBTAING P ALL REQUIRED DUILDINEKMT5 ASPHALT PARKING STAMPED "2391" ae 48 I ( I - s Al Z• I \- \ y\ P^ t e °• BEFORE GOMMENGING WORK. `'V T R = 25.00' \\A•, c7 I�"-"'- ! 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL \,,. 3'X3' CONIC. I. T = .5.03' SLAB (a/c) 1 I I sos2• 30.35 {' f I EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT A_L L = g ,30' ` ^ ; _,^,�: \ + , 297" 1, 8003' 33.44. 1.4c NCI i I CONCERNED UTILITIES AT LEA5T 48 HOUR5 IN ADVANCE FOR `'' 'O '' • ` ` o p _-.,-•. o "6"- I CONSTRUCT I ON OPERATIONS. 1 - a O 0. NC I 25.00 O 5. NO FIELD GHANGE5 OR DEVIATIONS FROM DESIGN TO DE MADE u 40.Do WITHOUT PRIOR APPROVAL OF THE ENGINEER. F .0 .'4 _....___ ... - 1: ;,a u 1'.._ LIFT STATION '� o RETENTION DROP INLET T - 24.97 40OO d TOP OVERFLOW EL. 19.9 RETENTION ' ' , o I a TOP EL. 21 6 v:4':• � c+° ,? g w I - a ?° j`0 q I N +, RETENTION Is'CMP ,'ry L = 39.24' 6. ALL GON5TRUGTION SHALL DE GOWLIETED IN ACCORDANCE WITH THE -......-SW, +NV 17.7'.. a4-._...._...-_...... ..... _ ,- ( �.. O . a . 1 Z t_". _.-.5. NV. 17.6 o' z •~ ,w0 .< �- ' q, + APPLICABLE ORDINANCES OF 5T. LUCIE COUNTY. FLORIDA. , "ten I ` r O . (. 0 Y e O V FP ( ! a,, o S 89'30 0 W 264.4'7. �== o S. 89,'3 -'0 264,„53 7 '.-.. N - - N or+E oNE ,r- oHE OHE J AR AND TOPOGR HlG INFORMATION PREPARED BY GARTER n BOUND Y AP _DH -..-Ore ---•-•--.---- c,c a OVERFLOW s?RucTU E '� °�' 5 °' <, 1 y AND ASSOCIATES, INC., DATED 2/23/98. ALL ELEVATIONS ARE ^a. _TPP_El,_216 ° ' u a �' ' A55UMED PER DENCHMARK REFERENCED T I SURVEY _ . r - _ a a FERE ON H 5 ,-- _...,.---° � 15- RCP W/ME�o,G,ai a .. FOUND IRON ROD WITH `, ,° i `, . ' a.-_. W. INV.18.5 ,T „ �" EDGE.PVM T „W. I _ O _. _..._ _._ EO(7E_ PVM T N n . i E. INV 18.4' ,v ,y^ _ -� E. INV. 17.5 --._ Q i PLASTIC CAP STAMPED n p "-""' ----_ ---»-c - "y ry a� O ?' r'J/ i 8. CONTRACTOR SHALL SUPPLY DENSITY TE5T5 TO ENGINEER ON ALL "CARTER ASSOC." '° iD ,}� /II n° ° - .._ �, -. -_ --._._.'__._._. ___..__-._.__�?.... _,__�-. -__._ `" 5UB-GRADE AND BASE. TESTS SHALL BE PREPARED PER, ASHTO T- 1 _oy. °+1,.-----• a' Tc� 15 89"J0'00" W ..- ' ~ *• I 180 METHOD. 6" IND US TRIAL RA VENUE TWO 9 00 FOUND I N -,---------.-•.-, �. - - --.I `..--- - - � � - -T`" - 9. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRACE AT ON ROD W/CAP PROPERTY LINE. 2391" FOUND PK NAIL WITH 10. ENGINEER SHALL DE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR p . WASHER STAMPED "2391' ANY INSPECTION. FOUND PK NAIL WITH (U O RIGHT - OF - WA Y) 15' OVAL RCP TBM EL. 19.09' WASHER STAMPED "2391" N. INV. 17.3' 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA TBM EL. 20.67' PAVING `, w1 p1 p, P� I� 6� p, S. INV. 17.3' DEPARTMENT OF TRAN5POKTATION "STANDARD 5PEGIFIGATIC'N5 FOR 14 r A V' N G AND D DRAINAGE SITE tl� L A N N ROAD AND DRIDGE GON5TRUGTION". DATED 1994, ! 1" = 40'-0" SIT ZONING: IL Q ZONING IL N LAND USE: INDU T IAL 3 LAND USE. H•- N I / 0){{{...,,, ' INDUSTRIAL II j (=9 � ............ ::: _ INDUSTRIAL AVE. ST. LUCIE () TWO 0 COUNTY F- AIRPORT 0 Z ZONING: IL `1 to LAND USE: INDII L ST. LUCIE BOULEVARD TREE PLANTING DETAIL N.T.S. FULLY MULCH BEDS 2"-3" DEPTH FILL AROUND ROOT BALL R 2"-3" GRADE 6" 1 TOP OF BE 2"-3" BELOW SOD OR PAVING WITH PREPARED SOIL MIX imlill I�I�� IIII� b SHRUB BED PLANTING DETAIL N 7.s CALL TOLL FREE 1-800-432 4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. j . RANDALL LEE MOSBY, FL PE #22326 ,fR'k:lI N In Ia I+n Ito 00 rn °T o =o r%1 r-j U Q cf :2 -j :II gi U Q Fyi z F O O Q N m W z M M 0 fq w LU a o fq M z > a 06Q_"O z 0°' N U. . ID Q Z NW U z x o'c O to 04 z N g LL O Q > 0 2 O O Q c) IUL CC L Q z O ® U U w103 J SHEET C 1 OF 97-311 I a 0 Q m 0 n ' TO BE MODIFIEDI TANK TO REMAIN I �. I� I - _ (TYP. OF 2)1 t 1 J F Id F- NEW W5x31 COL. d FOOTINIS I,. 1 I II 6 i , ji I'. 5 1 II 1 45 DOWEL ® 1 ___--_- _-_ EX_ T1I I i I I I I IST. COL. TO BE MODIFIED- I' 15MATION �. I F I I I I I EXIST. BL06. TO REMAIN' (SEE SECTION r I I JOINT 1 1 I.: I I ' EXIST. ROl.LUP DOORSALONG COL. f it _ 5- LINE ® ARE TO BETEMOVED I RELOCATED -fi'--T---- - _-�'-_�---- '--`-r.---- I Y•.�-:-_'-I-------�'- ''--�.-------1 ___.L.-.-------I --S-i i' -- I-_-- - ---' - - -�-JI -- .> a, . ...'''"' x-xsx ..-._ .......' . .,...:._.__.._ _....... ..._.............. I S.G. �"- :T I -.rrw• - .........:.. .._..,_.._......,...,. ,..'S" :...:::.,,.-.. . „kcp x.,, 'in. ., ,.:.,....L..._' "......_:__..,...:.-::..;....x 2,t. x57� n ,e._._.. _.. ....-.,..__..; . $.G } , �± ?:.fix. r.r .� e � ,eS. .x �s- _ M„ "� : • v .: x{;;c .. '. _ _ _. - _ _ _ _ _ _ _ _ _ _ _T� + _ _ - - _ - _ F fir________________________ __________..-_____________ i ______..- ____-_________-.,. _-,_____--� , r_________ ____..--______.___________ TEI I. , I m TEI s TE 1 150LATION JOINT _ 5 HAIRPIN F3 --- JI F3 w/ 6'-O" LE65 (TYP.) FILL wd MATERIAL PRE-FORMED T' p� _3 II JOINT MATERIAL 1 � I PROVIDE 543 TIES PROVIA 643 TIES 1 E 1 ®6" O.G. @COL. ®b" OGq.0 00L. 5" NGRETE SLAB w/ bxb W2.9/W2.9 WWF I ; ON b MIL VAPOR BARRIER ON TREATED - av ICJ '10 I I I I GOMF ACTED FILL �bv . / O O O O O N O O O O s I W I © O �; 4 4 COETN 3 O I ., .,. INTERIOR STEEL COL. - r• LET F - CE 1 BY METAL BLD6. MANUF. j IItE DIET �'�• Pllr Fa T/5LAB @ 0'-0" 4 i RE IFV D FOR C 5.c. i --- 5G. (EL. a21.41' N6VD) F i ---- I I 5G. I i 13 I AND Pf A�T i=CF, AL I I S` T I 0 I - b �� k 4 j BY: 0 5/8"m SMOOTH QO �' "N 1 r DOWEL x 2,,G.--y....,� , , j 5- c s 1 CRE O.GO A I r PROVIDE 6-#3 TIES--f (SEE DETAIL): ' I.. 11I ® b' O.G. ®COL. '•-"'",, x,, . , I �6 GREASE ONE ENO C01711�{lance t(U: 1. N. I i I , I F,'PA. 101 o n a N N v N I rw i i 2. Sta v I da B ilding Code O O O O O ©' O 4, sra Fib M rshal RLlTeS J IU", I p'� Loc 1 F1 des 1 ,: 1 EXPANSION JOINT IN SLAB �+ SEE DETAIL PR .7EF A �ACH ' L* T L� T �+ y*TT7� I ISOLATI JOINT 0 ®CAL I� APART E ! 1Z�TUp 1 n s5 HAIRPIN b" 1 I FILL w/ E-FORMED ,0•0X 303 I - ' 1 PROVIDE 543 TIES :. 5-3 3,- '' TOP Or' NEIFIAPIERCFr FL ' TFLF'P}� N ®6 O.C. ® COL. w/ b O LEGS (TYP.) 7 I1�i ' ' I ,JOINT M TERIAL {4 J� 4&2-2312 1 1 FI FI F3 1 FI FI FI ' I. I TO M fiGH EX15T I�I FAX: �4 ) 82- 325 1 LL _FI____ TE_i _ I__ _TE -- - --- J `----- TE I __ ___ I I I 1 I I _ _ TE I 1 _ ___TE I__ I I TEI- 1 �i h TEI I I ,TEL _ J _ J L _,.�J. J L J l y. _ ________ _�_ l __J� ___ c J L_ TEI 1 1/2" 5 3 5 3 I' 6" fa' rf f r } ✓ f % i .. RECESS 21'-b" 20' O" 20'-0" 0" I'-0 20-0^ 20' 0' 20' O" r 2 f0, r 25 0G r �5'-0" E 1 : ",✓ .r r`r �, , r, r. 75-0 ,r , 1 r,✓ „�'� <'' • j' BUILDING OIOVISIOtJ R160 FRAME FROM .S OTO®(q) ✓ ' _�`' f f REVIEWED f /' 1 r' f r' JI f / /714NIS alkFOORRCOM C SHALL BE 0E5161FD FOR FUTURE ADDITION r' r`'F r' ,,� %` f` OPEN END WALL � % f ✓ '' �`" r OF 25-0" BAY TO THE 50UTH , f-:� I k NO HALL BRAGIN6 ALLOWED ALONG Jf r x fr' / f s (NO 61RT5I r r COL. LINE ® r s I f i % r . r ✓ f,,a ! { / p PERMIT FOUND A I ON PI A t\I VOLTAGrE: PANEL �i�m�smto �� im m►s��� 5+�*l���IR�flm rm� ii��114 M--MT m mmmm IIIIIIIIIIIIIIIIIIIN 175' O" 45'-0" EXIST. 400A PANEL _ r--I' 1-_-_T_-TE1-----'-�"_i r----------n -- 1 -A_ I TE I FI FI F2 lid I' 1r- J ELEGT(zfGAL SGHEDULE MARK DE50RIPTION MANUFACTURER ACCESSORY RE ARK 40 MHH 30 0 HIGH PRESSURE 50DIUM BAY FIXFIX G. HIG ¢I 120V DUPLEX OUTLET FOE FIRE EXTINGUISHER IT 5W H G BATTERY PACK. FEED FROM ® EXIT LIGHT L16HT. CKT. EMER&ENGY LIGHT BATTERY PACK. FEED FROM LIGHT LKT -- ELECTRICAL PANEL LOCATION 400A PANEL -T�Ep- ELECTRIC, METER LOCATION ELECTRICAL. NOTES: I. ALL HIRING COPPER UNLE55 OTHERWISE NOTED. 2. ALL FIXTURES WIRING OEVICE5, WIRING ETC. SHALL BE U.L. APPROVED AND 50 MARKED, P REGULATIONS, : 3. ALL WORK TO CONFORM TO THE LATEST N.E.G. AND LOCAL BUILDING DE R DEPARTMENT N CODES AND 4. ELECTRIOAL CONTRACTOR TO VERIFY ALL EQUIPMENT SUPPLIED AND ADJUST GKT'5 IF NECESSARY 5. VERIFY ELECTRICAL SERVICE LOCATION W/ POWER COMPANY. 6. NO ELECTRICAL TO BE BACKED UP (IF. APPLICABLE) IN FIREWALL. 7. INCREASE WIRE SIZE BY ONE (I) FOR EVERY 15 FEET OF RUN. 1 I I I i i I� �, /��_rr f•/ r`rr' ...iifit 44 jj ,rr I �I I I I. iI IIW I. : EI Irf ✓� .r°f.�. �I ONTAINMENT ' EX15T GOL I 1 1 I I I FOUNDATION SCHEDULE MARK SIZE D x W x L REINFORCING REMARKS TE 1 16' X 16" X CIONT. 2 s5 CONT. TdB 6B I 24"x3'-O"xGONT. 4-46 TdEt w/ n3 0 24" O.G. w/ &-#3 TIES ® 6" 0.0. ® COLS FI Ib x 3'-0" x Y-O" 4 #5 E.W.74B SEE PLAN F2 16' x 4'-0" x 4 O" 5 45 E.W T8B AT GOPNERS F3 16" x Y-O" x 1'-0" 4 #5 S.W.TdB F4 16' x 6'-0" xb'-O" 7 #5 E.W. T8B F5 Ib x 4'-b" x 4'-6" 5 s5 E.W. BOT. EX15T. BLD6. TO REMAIN ,f` ; f' ,✓ ' / s T ON JOB OR I/8• • , it ff ,,: af. rt J. ✓'< I .f WILL NOTES: `-.`.-.c,� r/ << ./ r' f�. .✓' f r I rr I. COORDINATE FOUNDATION PLAN DIMENSIONS WCONSTRUCTION NOTESITH LAYOUT - •-��_;.- ,r .;..- PLAN SUPPLIED BY METAL BUILDIN6 MANUFACTURER STRUCTURAL DRAWtN65 SHALL BE WORKED TOGETHER WITH METAL BLDG. PLANS -_�"_ r' X.,, . existing I: new 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ...v,-= .,:.:.:Gr_.....-• +'^ `" 400a 3ph 400a 3ph THE EN61NEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. - CONCRETE NOTES . 1201240v 1201240v DE51ON LOADS - 3. THE OWNER SHALL EMPLOY AN APPROVED ENGINEERING INSPECTION AND t. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.GJ. 301-84 panel 400salog new Panel GRAVITY LOADS TE5TING LABORATORY TO MAKE ALL TE5T5 FOR CONCRETE, CONCRETE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDIN65". a 3 h 3 h LIVE .W/5 B.C. REDUCTION...............20 P5F INSPECTION, 501L COMPACTION, STEEL FRAMING INSPECTION, ETG. TO 2. CONCRETE STRENGTH SHALL BE 3,000 P51 AT 28 DAYS, WITH 3/4" P P DEAD ...... ........PER METAL BLD6. MANUF. ASSURE COMPLIANCE WITH ALL REQUIREMENTS OF THESE PLANS AND b MAXIMUM AGGREGATE AND A SLUMP OF 4"tl". main existing main SPECIFICATIONS. 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A5TM A615-84A disc. time clt disc, ' - 4. THE STANDARD BUILDING CODE, IQ97 EDITION 15 APPLICABLE TO THIS enclosure GRADE 60, SLABN 6RA PROJECT. O DE 100 PSF NGRE . 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM AI85-lQ. a' S. CONCRETE 8 MASONRY WORK SHALL BE IN ACCORDANCE WITH AN51 new 2" conduits WIND LOADS (PER S.B.G) :........110 MPH A10.9-1983 STANDARD FOR CONSTRUCTION AND DEMOLITION PRE-ENGINEERED METAL BUILDING 011 OPERATIONS -CONCRETE It MA50NRY WORK -SAFETY REQUIREMENTS. I. PRE-ENGINEERED METAL BUILDING COMPONENTS SHALL BE DESIGNED existing 2" conduits I FOR ALL LOADS PRESCRIBED HEREIN. METAL BUILDING with 4ea. 3/0 cu. CONSTRUCTION NOTES MANUFACTURER. SHALL COORDINATE AND SUPPORT ALL LOADS SHOWN ON I. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH METAL BLD6. PLANS DE516N DOCUMENTS. 2. STRUCTURAL GONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY FOUNDATION NOTES 2. METAL BUILDING MANUFACTURER SHALL PROVIDE SHOP DRAWIN65 AND THE ENGINEER SHALL ANY E I VERIFY AL DIME PRIOR TO CONSTRUCTION. 1. FOUNDATION 15. DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED 3. THE OWNER SHALL EMPLOY AN APPROVED ENGINEERING INSPECTION AND BEARING PRESSURE OF PST ENGINEER TO STRUCTURAL ENGINEER P 40R,T�Jr-)=ABRICATIONI. CONTRACTOR. SHALL VERIFYIFY THAT 501E BR6. PRESSURE 15 ACHIEVED TE5TINe LABORATORY TO MAKE ALL TE5T5 FOR CONCRETE, CONCRETE` PRIOR TO PLACING FOOTINGS , .INSPECTION, SOIL COMPACTION,GTION, STEEL FRAMING INSPECTION, ETC, TO - ^��`� '"f ,,tea ✓, '�; ASSURE COMPLIANCE WITH ALL REOUIREMENT5 OF THESE PLANS AND SPECIFICATIONS. >f 4. THE STANDARD BUILDING CODE, 1997 EDITION 15 APPLICABLE TO THIS fF PROJECT. 5. PROJECz : _ PT. CONCRETE d MASONRY WORK SHALL BE IN ACCORDANCE WITH ANSI A10.9-1983 STANDARD FOR CONSTRUCTION AND DEMOLITION OPERATIONS-GONCPETE 8 MASONRY WORK -SAFETY REQUIREMENTS. 1 a i a RANDALEE MOSBY, FL PE #22326 u 0 z LU O to e/ y6 N N U w W¢ o z > o a m" ® z 0 ul n S u, w t- LL LL P n Z of m zu'w U ix am0a IN0 U. 4 Q > 0 2 4h• SHEET OF 3 7-'A 11A-A-4 5OUTN ELEVATION 1/0' = 1'-0, r i Its '° ,f' / ,1°'�... , r1. ✓.. f f. t%' � I i/� WE5T ELEVATION 1/5' = I'-0' EX15T. LE/ TO RE T/EX15T. LEAN TO �✓ +16'-0' 7 % i� �y EXISiJ,'%LDG. TO REMAIN 1 METAL DOOR T/EXIST. SAVE GIRT T/NEW RIDGE 1/4 T/ET +20 0 T/EXIST. LEAN TO r ` i EX15T. LEAN TO r TO REMAIN III i'j CRAPE i EXTERIOR 3'-0"x6'-b" METAL DOOR - �s.- T/NEW RIDGE m- f r EX15T. 81-06. "�.� .. TO REMAIN :,:�.::.... ,,..,,,+...-,:.'•-,__ --'"`.�...T`- ......._. T/EXIST. SAVE r.• ,.A f I.. ,,>``� .'✓' f f: .-------- . .... ._ .,., N TO +23'-0 1/4" MAIN F �:' f'.r+r(. __r;..._.... WEAVE GIRT IV-10 Ill' r' p% O j A' E,45T ELEVATION 1/8' = I' 0' ` 1YAQ'ROLLUP DOOR EXTERIOR 3'-0"xb'-8" METAL DOOR GIRT GRADE + 31RT /2— LEAN TO METAL ROOK is J J J Q 7 Q W �wJ O cc�� O U ci z vi LLJ QT 7 N O Vwza w ono z > T � O i a O �n r^ W J V/ ^ _ N b Q OD U W K 0 v m Z O Q LL Z N cz a Q > m CO C Li z _O WQ� 1Z O Q J o J Co m 0 LZ 06 0 o �WH L,J O>a L) Z F- Q Una `" E Q .J _ - SHEET I S2 OF 3 RA:D LL EE M BY, FL PE #2232 1 97-311A—A3 WALL 61RT5 DESIGNED d FURNISHED / BY METAL BL06. MANUF, 2 M m to � FIN. EX 3" GLEAR- 00I I 245 GONT. TOP B BOTTOM RUN HORIZ. BARS CONTINUOUS THRU COL. FTC, 3" CLEAR-1*—* �I METk BLD6. COLUMN BY I MET NL BLOC,. MANUF. (M.B.M) ANCHOR BOLTS FURNISHED d PE516NEP IIBY METAL BUILDING MANUF. b5 HAIR PIN HOOKED AROUND COL. ANCHOR BOLTS FIN. �1 1 3" GLEAR CLOSURE ANGLE d ATTACHMENT BY M.B.M. 16 FIN. FLOOR J 1 I 245 CONT. TOP d BOTTOM RUN HORIZ. BARS 6ONTINUOU5 THRU COL. FT6. SECTION I SECTION 2 SECTION 3 SCALE-3/4'•1'-0' ` C,_�� 4CALE:3/4'•I'-0' (J_3 SCALE:3/4'•I'-m' �- NEW Ex15T. GON5TRUGTION 306. If I is METAL BLD6, COLUMN BY ( METAL BLD6. MANUF. (M.B.M { 1 I F JAMB STUD BY M.B.M. I! I 1 I 0 I 7�� �, , r \\ FIN //��•\ �`' \.EXIST. B .",LAB_\/\/�`�:�\�/,\///.�/�/.\///,�///, OVERHEAD DOOR I yea"'CLEAR � S -8"Z GIRT 245 GONT. TOP itBOTTOM 12" 3" GLEAR— TYP. EA. JAMB RUN HORIZ. BARS GONTINUOUS DOOR TRACK I/6 2' 2 THRU COL. FT6. BY OTHERS' d SECTION 5 SECTION 6 DOOR ,J,L`:i`1i3 TRACK ATTACHMENT SCALE: 3/4' • I'-m' - S 3 SCALE, 3/4'•r-0' .2 4"x3"x1/4"0" _-,. 2-ANGLE 112'x8"xl2' GAP PLATE ��`."_ WELD TO EXIST. RAKE BM [ "" WIOx33 w/3-3/4" m A325 BOLT5 b" EXIST. COL. EXIST RAKE 61RT j EX15T. COL i i -`-- i TO BE REMAIN TO REMAIN NEW BM BEYOND TO BE REMAIN -1 i ABOVE BM \\ t;�; " FROM LEANITO:_ ABOVE BM 1 k _k. CONN. BY M.B.M. 5/8"m 5MOUTH DOWEL x 2'-0" FILL w/ PRE -FORMED JOINT GREASE ONE END 5/8" EXP. J.T FILLER d CAULK n EXP. JOINT DETAIL SCALEr 3/4'•I'-m' I/b" WIDE 5AW-GUT SHALL BE MADE A5 SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT t/4 AGGREGATE BEING DISLODGED BY SAW SAUJ CUT DETAIL NEW CONSTRUCTION O RE EX15T. 13LD6. I- COL, # FT6. 8 III IH 10" it I �i �€ 1i EXIST. COL. i S 1u3 lµ-A. I 1/2"x12"xb" PLATE f k S k WIOx33 9 k S 2' RETURN 3 WIOx33 S 3116 { i TOP 4 130-T 4" EXIST. WF COL I � 1J4 ' ¢_ +14'-0 WIOx33 31b" STIFF PL ( HEAR (N5 d F5)� a EX15T. COL. I :. j TO BE REMOVED k k k EXI5T. COL ; 1 1 AFTER Ni FRAMING, { I TO E RED OVED k PLAN VIEW I m SECTION 15 5ECURELY IN PLACE { - ) ' ) L -•d SCALE, I U2'.I'-m' �-3 SCALE: 3/4'.I'_m• �+ 1 F..._� CONTRACTOR 15 RE5PON5113LE COLUMN d BASE PLATE BY METAL BLD6. I k q t { TO PROVIDE ALL SHORING d j (I 6. I (M.B.M) W8x31 BRACINS A5 REQUIRED TO SAFELY METAL BLD PEF FORM ALL WORK t ! � I 2-4"x3"xl/4"x9" ANGLE ANCHOR BOLTS FURNISHED 4 DESIGNED f i k I w/ 3-3/4" 1$) A325 BOLTS BY METAL BUILDING MANUF. ` k I EA. SIDE TYP. TOP BARS SHALL TERMINATE l LI� w/ 90" HOOKS TYR �5 HAIR PIN HOOKED AROUND COL. ANCHOR BOLTS 5/&"xl2"xI2' BA5E PLATE w/ 4-3/4"m A301 BOLTS (1213) NEW FT6. I LI FIN. FLOOR 1 CLEAR WIOx33 HIOx33 4-db TdB w/ x3 5TIRRUP5 024"O.G. 25'-0 25'-0' W8x31 EXCEPT 0 GOL ( '5 PROVIDE 3" CLEAR—( 5 b" ® oor,) 20'-0 S'-O' 68-1 ® WIND COLS ® GOL LINES Q d IT l SECTI N N- BCALE 3/4� 0' 8 3 SECTION 12 SECTION SCALE, I-I/2'+1'-m' CJ a, RANDALL ti Ak6Y FL PE M22326 AUK. SECTION SCALE: 3/4'•I'-m' III IN EXIST. GOL. i ; I 1 ik T A Al �iI11!I Q 00 4 rn CL. C } z I r J J J rn d a 6 z i 1uj f-- O to Q W 14 N °ow Uwzg i > m ® i `r p m% N �Z�WZx U m Q p N p I LL z a a U 2 SHEET bo OF 3