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HomeMy WebLinkAboutSITE PLANi H A I LE —DEAN SEED CC). SEED PPS }CESS I r;G PLANT PLtiT PLAN FL 7IW D I AG?Ar; GEr,,ERAL ARPf' GENE"Q7 .,1 1• SE=TIf3ra A —A r C C : 1} t•S L- J ,1. r•. I T"1 - ,'-i%1 i i"i r;: ="iL v i E� �� i /{. 1 l! iKIC SEED PL ArvT 141 ,REuC_}i SE AIR RAr',GEr E7,NlT -'I T'Ir �r}►! I-,/� '{;-Nj DETATL= C= ;: W A R E :' i i ;1 h.I s i r'; �' T � .L�D ..,,Its;;_/�.:_ �c_•_�1�D;:TT ,rr �E;r,ILL {•'AP I f?US EEC T I f it. A T i C a D—T�,l"✓ DRIVE r;1% I EPt =� aATc � D ETA I,_S E i D P G e- S �S L {... cD I.'A0 Ll(";I I C- C:- uGE L�(";GC}cB STRI ICTURE %S iDu()R -_107 DI�i• rJ L.11', �>_ Hf,l 1 L/', I,v v l 1'„ �;JI 1 - RT .. L�:}ADc=}UT 'J Ir. STIR 1 1CTU4'E SIJPP►_-,RT SEED PRCICEESIt 'S p,lri�; EEED WAREHf)U�E GENERI`s! ARRAr':GEMEr•!T EAST AND 'VJEST ELEVAT I (=)i, CC)NTRL C I R C U I TS J CCUQR�Q,1. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. �N # sD489 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP NN E PREVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR .�ON WILL BE �orr,�fiE �C7 orn ()O,4 � • COUNTY —FT. PIERCE IT PREYE"on BUREAU "Imma CODCOMPLIqlwfvlw---.-_. ME AMOgS DATE. o - INSTALlATION SHALL SE INSTALLE'p IN Ceti"%NCE WITH N.F.P.A. STAN*AR"+N$i -_ ST,�iE_—F11lET_MARSMAI,S S d R �� 0 4 2'0. 1 1 1 I A A A a r a a � I I 0 a >F O 9 C7 �s z z N NEW 6' CHAIN LINK FENCE o I o N N I N 00'25'28" W 50 (TYP.) 679.38' -T-- x--- -%- ---x- ---X - - -_X _-___ --x.... _____-X-� 50 0 25 50 100 \ LO I DO( IN FEET ) \\ x 1261 x W 1 inch = 50 ft. Cli \ R I \ N 75. 0 Q a '57" W GRAPHIC SCALE \ CO' fTl GENERAL NOTES U[X 0\ ! 1. PROJECT NAME: Haile -Dean Seed Company 1)(� `�\1 x 2. LOCATION: SelVitz Road 6 Glades Cut -Off IJ Road \ \ \ \ \ \ I NEW 6' C AIN NEW 6' CHAIN W 4. ENGINEER; Culpepper Ag-Chem, Inc. \ LINK FENCE IJ p pper s Terpeniny, Inc. \ \ -I N P.O. Box 1449 \ \ \ 52 5 Z \ �- ---- Fort Pierce, FL 34954-1449 \ \ \ \ \ } O O 60.00' FL P.E. Reg. 124276 5823 \\\ \ 3i75O \ ! O 5. SURVEYOR: John G. Albritton \ •0 \ x OO p -1 2100 Sunrise Boulevard, Suite D \ \ \ Or\\ I N ON LLJ_ I Ft. Pierce, FL 34950 \ \ \\ V) I 6. TYPE OF PROJECT: Seed/Fertilizer Processing 6 \ \\ \ I I N 00'10'19" W 225.05' Warehousing7. GROSS PROJECT SIZE: 13.10 Acres --' w B. BUILDING SIZE: Proposed New 52,320 S.F. \ \ \ I I \ \ \ 0,4s ! ! (Roofed Area) \ \ \ \ x O x 9. EXISTING GMPP LAND USE: IH Q = '45'42 .0 W O ZONING AR-1 10. EXISTING ZONING: IH \ \ \ R = 929.70' o a 11. SITE COVERAGE: Square Percentage \ o Q o ZONING IH q g \ \ L = 8 3.28' F screaae EQ01Aae 9f sites_ 75.00' Building 9 0.50 21,890 3.8 � � \ � Bu Parking 0.37 15,983 2.8 \ 76' LLJ Miscl. 1.63 70,790 12.4 \\ \\\ \\ 2-7'CY ONES z EXISTING CHAIN LINK FENCE Total Impervious 2.50 108,663 19.0 \\ V-9' CYCLONE TO BE REMOVED AND (RELOCATED I Total Open Space 10.60 462,051 81.0 \ \ \ \ \-' I Total Site Area 13.10 570,714 100.0 \" I Pro oo-sad / ♦ v '�X x x/ Building .,0 . Parking 0.56 24,540 4.3 OCESS Total. 5.26 228,985 26.13 \ �3 BU ING I i Total Impervious 7.84 341,729 40.2 + 60.00' I / I Total Open Space 3.10 570,714 00.0 EXISTING fi' CHAIN I Total Site Area 13. 10 570, 714 100.0 \ `'y I 12. PARKING: New parking wa rehouse and process ``\♦ -L- / UNK FENCE building = 14,100 SF re I Required (2 spaces/1,000 sf) 29 spaces Provided (Warehouse Area) 30 spaces ♦ \ .i♦ \ \ \ ! v - \ SHELLROCK o x ( Z Handicapped Spaces Required 1 space 12' DIA BIN N I GO Handicapped Spaces Provided 1 space \ OD 13. DEVELOPMENT SCHEDULE: \ \\ oA. m \ ClI Construction to begin: Upon Permit Receipt \ \ I '�� L� .._� -_.- _,_ [ \ I O Construction to be completed: 180 days : A \ N \O / O/ S%P ♦ \ /iU\ \ O /T \ AO \ A \ pJ \ +\ I \ `1b\ \ J P \ \ \ .. METAL BUEXISTING ILDING L 6 GOING. nSNLAB I G I _ _ _._, \\ EXISTING STORMWATER I T DETENTION AREA IY I D -- a ca - 14. UTILITY SERVICE: rn Water Service: On -Site Sewage Treatment: on -site 15. Site Drainage: The stormwater management system detention ultimately discharging No. 100. well Sceptic will consist of on -site to N.S.L.R.W.M.D. Canal 18' W 26' 1 ' OI v7 CD ^ ♦♦ \ \ \ \ m a a i W ,j I-i \ F x \ \ \ l c c ..I Q I \ \ \ x \ I v PROPOSED CJUTFALL I �,--v ♦' \ \\ �\ \ I.__..i ll L_ _-. -_ ..i \- - - x \I \ STRUCTUREQ. f '9/� \ \\ N--- - X-�---- - -- - -- IA/��' VIA ♦♦ A ♦\ \ \ V AA _ _ _ _ I I \ D CONC. PAD - I I QI \ \ \\ \ EXISTING PAVEMENT I I I m ♦ ♦♦ A -_ -_ _ _ _- --I _- I I I W LANDSCAPING NOTES VA I V \ \ RAMP 1. All site landscaping shall conform to Section 3.2. F40 of v I - 4- the the St. Lucie County zoning ordinance. ♦♦ v v �V ♦ \ \_I L_L -F--('� 2. Landscaping ♦ \ `• requirements: \ \ II Perimeter \ a. along Glades Cut Off Road right-of-way Cl* excluding driveways (540' length x 10' wide) ♦♦ \ \ \ \ \ EXISTING Trees Required @ 1/30 If ............. ..... 30 ♦ \ \ �\ '� r METAL BUILDING IX Trees Provided ............................ 31 \ \ \ \ \ (...._ __ (I b. Perimeter abutting property line excluding \,\ intervening buildings (250' length x 10' wide) VIA \ '•. \ \ \ II .o ) Trees Required @ I/50 If ...................5 ♦ \ \ \ \ \\ \ \ \ �� Jl i 1 Trees Provided ....... .....................7 ♦ \ \ \ \ \ \ \ 1] I 3. Ground cover will be sod and is to be placed 3.n alL open space areas. \ \ \ ♦♦ \ \ \ 4. Automated irrigation will be provided to allow ♦\ \ \ I irrigation of proposed landscaping. Ix 5. Trees to be Live Oak, Laurel Oak, Crepe Myrtle, or\ \ \ \ T-= _ EXISTING SHELLROCK PARKING AREA Cherry Laurel. 6. Hedges to be Viburnum or Eugenia. ♦ \ \\ \ II \ ♦ \\ �• 7. Natural ground cover or sod to be provided in `\ \ it non -impervious areas to assure proper drainage and protect, against erosion damage. �T \ \ \ Ka.. - - %- ♦♦ \ S 00'04'44" W 384.90' \ \ I ♦\ \\\, \\ I N. 11 \ \ ---- - ♦� A V A -- vR.W.M. . CANAL NO. 100 - - -- -- ----- --- -- _ ---- - - - ._ __ AVA N.S.L. DATE REVISION SELVITZ ROAD ---- \ -------- --- ---- - -- - --- - J, H' FORT PIERCE .. p '.LET ,r .. -0 90­ 10 1 l 11 ' 14 FORT PIERCE �IB 3 14 13 I:I. b0 24 I nr:S _. �y121 "N A -_2 ; 25 O ...... - O• 9 B.II A.. n o e 9 � Y.. Nllq R. , R \ Yy o i 1W RIiE fit. --+------.,.-- I "L"r :+ 1 _ •Yu.. 3 1 EIarRC 1 � \•'1 �9 RIO 11 J2 7 B 9 j • 1 IS •• 3' '` y`�4. ta.. 1B I v fa OCATION MAP - --- ------ -- ----------CULPEPPERa TERPEN I NG,INC. AN 3ui11iW18d 101 HAILE-DEAN SEED COMPANY SITE PLAN CONSULTING ENGINEERS fi LAND SURVEYORS FORT PIERCE, FLORIDA DRAWING DATE SCALE I d 6-18-89 1"-SO' 1 89-19 1 1 OF 3 C 0 I I N 01'10'57" W 242,34' /so A/4T61RAG NEW 6' CHA11N LINK FENCE I � Q = 7' 45' 4 2 \ -.. \\• \ L = ' 803.28' O 1 40 '9 CIO ♦\ �O 90 GRAPHIC SCALE 50 0 26 60 100 UNOEVELOPEO AREA C SEE SURVEY) SCALE • 1"-300' NEW 6' CHAIN LINK FENCE ( IN FEET ) N 00'25�28 - 1N ASPHALT/4 679 38 n — — — /44 1 inch = $D ft. S O CONSTRUCT SWq 79 01' -, _ _ ___ _ _ _ LE, BOTTOM ELEV.14.5 I x - - - - i4 8 - _ X -- X - - -- - - % x -- / _ - x - - x - �y SEE OETAI L BELOW C T O BE BUILT WITH PHASE 13 ---_-----^-�_OR RIP RAP SPILLWAY /G.00 /�. 00 `cS --- — — — — — — — — -- CONCRETE, I I a) TOTAL - 29.83 A C. PHASE 1 - 13.10 AC. L Cu I 0 x CO 9O '1-14, 50 t V L4 .....__ o cn /G,, /S H A S E 1 ' N y I � EXISTING DITCH /_._.-___ (SEE CROSS ! I \1b 70 (�O I 0 SECTION BELOW) M y O I DJJ") Q / /6. Ot J/ i 1171J •�!(y /6 4a I 0-6 T f✓ 'G7 J ' /70 NEW 6' CHAIN � p{ �- LINK FENCE S x `@y a- ,� - - x EX/5T DRA/�t/ R/PES /2" 0ONC (TYP.) '/Vv /ass 3 O 11, N 00'10'19"` W 225.05 !/ u /23o zsl 0 — 00 xl r zm I Q v 9Q SELVITZ N.S.L.R.W.O. CANAL NO.100 ROA❑ 50 > OVERALL PROPERTY -SEE SURVEY ?S �rra GvS RESHAPE, ENGAGE AND - w GRADE DETENT/D v A2EA 1) x SIG / Z EXISTING CHAIN x !. LIBNK E REMOVED N ED A / i AND RELOCATED �` \\ \,\ V \ �\\ \ \ ,5AS. C\ U\\ L\:� 2T/ '-C/6—.r\25� � �i _' ,� �_-s_ �._ ., � /-/;v�f vE/JRr�/ /✓/6� B5Q4o.2-eu_ v;-O-c-,-.- ,_; .-�/-.rn./_._b_-7yl-5-,0., _/ —_ X so. OSD PROP 8 PROCESS BUILDING +GRADE GRASS F.F.E. 17.80 /G— f 4R,6;4 7-0 � - -_-.---_ 1 j x EXISTING 6' CHAIN 0 CKFEN- P0/7//v A Z A 14.NCE /6EYTC4 VARIES CSEE 9ET4/6) 16.0 TO 16.0 tevu /4.aPROPOSED v /3sa D/rcJ/ SHELL -ROCK /�-3 5 OD 3 1 aEVT/C1750 01 Jgr/,K- VARIES "15.0 TO 160 ^^-\ + I Cei 4 METAL BUILD) t _ _ O P' CONSTRUCT NORTH/SOUTH SWALE 6 BERM (2800' LONGt) \ q /Z30 /G, - a p,P� ALONG NORTH F. ANO WEST 1•E' .SWALE BOTTOM FLAT AT C t- 0 I EXISTING I - x m PQ� �(� ELEV 14.5', BERM TOP 16.0'. O� L - - F.F.E.17.84NG I rr.� i.0 ;..i r, CHAIN UNK l � �� J�05' 5 PJ� L - _ ^� - I NORTH AND WEST PROPERTY LINE SWALE DETAIL - --- --- ---- - \ \ , ��'\ \' 0 11. /s.ao I I �,, EXISTING DRY STORMWATER N. T S. ncTFulTnKI APPA 'ARIES 5'TO 30' 4 6'+ ---- ♦♦ \ �\ \ L—L--_— - II 1 F"- �\ I IPEPM�F2�,-�i S TYPICAL CROSS SECTION OF EXISTING Pe %\ \ \\ \ ---- - \ \ \ \ ( EXISTING METAL BUILDING I 320 DITCH ALONG NORTH PROPERTY LINE + ♦ \ \ \ \ - - F.F.E. 17.81 I II x N T S ``..,. , \ •.,\ \\ L..... _�. T,_ -_- EXISTING SHELROCK PARKING AREA \ \\ \\ \ +\ l \ S 00'04'44" W 384.90' \ II \ ♦� \ II AI C I D 1A/ \ I rN f% A K I Al A I^ A _I- --- -- SELVITZ ROAD •.�v�������r�n1� V• VrAll 'wnL 1`IV• I%jy DATE REVISION 9-5-69 AS PER S.F.W.M. 592- AS PER SF.W.M. CULPEPPER a TERPEN I NG,INC. CONSULTING ENGINEERS a LAND SURVEYORS FORT PIERCE, FLORIDA '- XISTING ❑ITCH CONTAINS EPPER TREES 6 WEEOS. For Permitting 01 HAILE-DEAN SEED COMPANY PAVING & DRAINAGE PLAN DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. OF 3I DATE SCALE 408 N0. 6-22-'89 1"-50' 89-19 II A r 7.' 'WTE EDVW POST WAB 20 — 24 n 36 F�1`��.LL-�,oss cYcLonies I I I J' I I I Dsi iA, G�GL OnIE PLAN VIEW tb LIST Cif fC;WtPMtI`IT ITEM DESGR,IPT10" Y 1 1Z.E G E.1 y-11 as, Ho E R. Q V I;�R.A 11JCw COn1Yia OR.. & Loam- ou� 1�1Pi 7 1.4A17 ouT'P ►►. -' 8 �u�t.cZE H�tsitr IG CLI S$L GLEA E1t.. It 12 SuRC�,E N oER t __ li� �GA.RI IE2.5 i a u_vk2u� oa. 19 E.L JA, CLEAI�CER --- 24 1- L EV AT 41Z 32 AG4 y I N GA I -- ---- -- --- 3to TiZ,A51-1 GO►�IVE`�oP„ 7 ;LA, 5 H d0 t4V E1' O R. k3 '8 99--------- AII, cDM QE5501Z, 40 42 tucv-) o %g 45 1H r -&u i G -a E. M -- GfrIf�12AL A121�ArIGfM�NT SCALE: 1/411 C it— D" APPROVED BY DRAWN BY {� M DATE: M.k'Y 5 8 FASCO, INC. fT.l p E12 S1: ECG PLC:) 2L "JA 1cot to PRUCf�aS11hIG PLANT DRAWING NUMBER M- 1 5 rt 1py/flt Rql ]ONCN -N%.10 St- GI'T cotCT i Cirri c-c LIST Cif t`C;kUIIDMCEI'-IT ITE DE.caGQ.IPT►OBI e 5�¢wE Noppel2 —`— 9 10 14 i� 17 tZvcw INIG� coTE GLI E12 G EA ER. 1�EL coay�. ©R, TWO \VA YALvE - ----- -- NnNv SLInB+- yA �� ScR.lt<i.RS�__ 16 GO IJ V $ n iL —` --� Tnc L E a ►J_�ttt. 2G _ _�_ �Ucl�,is'� Ef.E.VA Dli, 22 2� 24 2s 1�ucltiE L.I..I:.YA, oC�. HREe \vat va.tVE SuR.rl►-IoLR Rac.v, lkloIJ-CAA _TLEv4�oR.^ 27 I�uc1�,tT 2 8 _k RE.E_ _\VA_T LV E 31 32 ,02i4co--(S-TS.M� —_ 1!2 6, GG G� I i1i CA rn 1 N -. -- - 15 `'�lo RASN COt1VE OQ, 97 R.LsSH GOriVE OQ, 0 I 1XTELEUfW POST 18A6 20 - 24 x 36 0 c W tsT 5Lt7\/ATiC:Il�-1 - LCDCDKiriG t4cbT i 'WTELMYNEPOST IeAB 20 - 24 x 36 n ^v - jo YGHry IV f�(!/J TNn f- A,ST /_nT I C� 1--1 - L CD C:) K I N G \V ST N 1 1� h� FASCO, INC TAMPA, FLORIDA. �nST nr�q �VEST -EL�vAT►c�r-►S SCALE: 1 C11= 11011 APPROVED BY DRAWN BY R.fA DATE: M/_` I I' a9 HI n I <_ - D e A. N li;re-E D G C7 . DRAWING NUMBER S£-�CZ PCtC�Gt�SS�rICa pLnriT i..�_� P- v:.'.- M �' 1 pLnri VieW r — ---- a4'-�J.n I w' El.ED/NE POST I BAB 20 — 24 x 36 40I_ Qu u ?-2uILo Stvi1 la \v&LL t2 c-,uTj�+z. Lop Su V4LLEY UUTT-F-.i2 O-f--T,nIL 7 4o' a 11 E.AG1-rt Eti� ro4•Qil IaJ�o _ Qtl -E L t: V AT 10 I�-1 3 FASCO, INC. 121A TAMPA, FLORIDA. SE):p p�.arlT � OV,�t2.EW UUSE. AK? �.At"•I ��E t,-+1�t�{T SCALE: Ire IO APPROVED BY DRAWN BY DATE: JUQS I'd NntLt"-gEnrt T, p 1 EtZ.GE f l O t t� is ptLOCE.SSItitG PL4\ -IT DRAWING NUMBER 1, t- 5 d N u 4 x I�u nrJcHo� BOLT loXlo-lo/10 �VIR.E M�Sti or b U 0 N K , OF �ILur� I -1— -� -- \ I i t s L' — —'-1 / I -- , — I Ai�tCNC�12 tbCILT OtL TW --- - =- o /aXto-10/10 �VIQE MESH Q'I I 9n I g!Ou gI2--Qy2- Lam— L J n r q =� I ofbx6-t0/10 \VIQ's ME94 I '' ep yc - IO Ao \\lItLe ME6H n ° b 61 in 91I T S�cT I c� r► �- �. I JII 40Kto-to/ 10 wine. MESH h �-� 5 ��tz co�iTln�uo5 �Qu �L. spaces SfGT i Or► r-b- Rb EZZ i1b.Lw I2,5 ` �IDM+ I(o.910v 1 I loxto-OhO WIM' MESH-7 II"� � I"x'24" p.IJcHocz. i�.�oLT _ ---- 0 ---- C \ - 18.4 r. t 16.4 V, --� to X to - 10/10 \V lRLe Iv1EraN Nl A9 UQ-ounlp LeveL 10 N �13.0 U :-- m HEAD NOOSE LO��thJG 2 It 5 �aQ,s I I y UPPC StCTION 2_0 >< 3 011 EQU/aL S��cE I �911 -� \ 31�0 X 4'-OII 4- 5 x 3'-4P 1-- LA2 5 L0�171NG l�t�Ca12�M �fCTIC�rI G-G \vL + pL w� + nL S-ECTION 0-0 O 111,8'� ? 11.v', �14,4 R12,40NT r- n 7(o-d LO\Vf R. 0jeCT IOW- Q P-4, 2. e N LO\�1SZ SECTION 10 ° ;n,'-4" _ _ I I I t 17 L OY2't 20 to i/2{1 2 2 � lull 131 0 �211 1 11 r/'21 L0/��IN('4 ►71 ,Nata..�M 1 � _ _ \ J 4 -J 41 I i -T4-A.� I� d 7 HaI?L S i I i I o I r u i t o I2 i r- -LA • 1 RE MESH _ ---- d = A I A 2' 7 r .. b t C T I �-I- - -- — ---f _ . _ _ -- - 1. _ _ __ N _ It � 2u 2 S�7 :F4 Loca a�lLTg i o — wY 1-1 g ItJfq�R1JCt� Lr ---� _- t u w5xre I j I I- J7 L— -� __j � I _o / id, -- -N --- ---d' C I tio i I 2. 1 x24 AI�cNoe$o g ( G 8'- S%2 t 8' DI' ¢ 8'-Dit e'-oil j L 5 t;Aiv-S ,�oTN w>aY 4 s _ _ Sf CT I O N f- -f- A r -}-*IL L II 1 T`(PIGAL-/o PLhsCer=a L10It J7 �+nlaplN rICJTf Fact, s Ruc u;LN Ito I 2- 3/41x is" nacNoa. �oL�s � ----- -_ I V2to 6) N 1� 4`/211 1=1t1/y'l l ttl 2-5/41 v1.• Atdcwor_ 1poLTs O t-T & 1 L. Ilnl 51.01 1 a0J to X tc - 10 / 10 \V I V's Mss W _ 11_ 2 5/4o �Ia. 4\f4cwop. Vt�oLjb C 0"1 1 U OGj 0IE7T/�IL. Ss_I: nET,c.1L "Pt'-pu i.p - --, G-E1`t- CAL NOTeS 1. cOQcQ-r-,T e- 50a4 F61 @ Lam.% 2. ALL ANGN®@ ?voLTS 3• REII.�F4Q IhIG �C�R-'3 Nt (:;; 4• 4. WELr��� \utaE �AI'�Rtc AG'Tm ,as' 5. SoiL tbE#Zlf A ck?/-\ClTT 25d0 p5�• L Ive. La,.v Zd psF. �. Wltilr> LoL�,Q P��3E1i Ot� Ito MG.X. uFLiF7 37.5rSF SIDE 2.5 pS�. g . A� LL TI"EL AST M A5?o- I I �j. FILL c:omf,&c_TTO °)SQlo MAX. DE�51T ( °� OfTImu" tinolSur•.TasTM p1551�. I b7QUCTUPLAAL NOTES O - . 3/41 DIA. _.._ 2/4 / 11 ptA• G�1JG►-10� VtDo .T l Jt # 7 H 4' 1V t - lI� I / U AMCH02 E60LT DETAIL 44 r2EQta� 31-DII Sf�TIC:i1-1 Y21 S r loxto-to�lo �vl�.r; MESH 4 - � 5 SACS "ki2aTV4 \V b� �uA-L gr41ce. 1 8.6 i r C3 2-3/1DIA. Ah4GNO7_ OL SI IIt11 1'/21 - 7-ril 015-TA\IL,. IIC11 all 1.6 �6 QLAri u I�tv 1. stE1II-If -S @ �o�rin��t��l �•r�r� SID S �.�I,�Irau1.�I 3 gL L4v�S 0� sr.4\DE 0' FROM Tor. ar1lg �u1RE N+E-qv�-1 ui.Ar . MECH�i`IIGaL QUIpNIEtA SHZIWO DPI 4. A1.�[HORO TS LA1OuT SHd�Vt� Ot.I DRL�\uli.�Ga� AQE r GJEEC� \V/�12EHC�US� �ttELlnnlaActY fo&,SE o� .tc�t� �u1Lr�I�1� oesty�ll• ,`1'-C7LJt�1 f!J /aT 1 CAN D�T/aiL�a F11.IAL nhIGNOQ. YaoL 5 LA%TOU� SF-IA�LL E IZO�/lDfc T I SCALE: 1 = I- d� APPROVED BY DRAWN BY F120M P-�utL.plt�G MbNUFAG�UR.If�Ca �F.�Fglhi RIt-��5• /� DATE:jtJfIE 20'89 CDP FASC� INC. HAILf - C�EAI`1 SA C? GCS. v �T. pIEG2GE, f•LWINGN `L DRAWING NUMBER TAMPA, FLORIDA. `c�p p2C�CfSSI{�IG pLIJ+I�IT C 2 G,v?ou►,v LEVEL— Q N n „I, r 4-3�4 X Ia" ,aac►-k0r- Pao T e/a wIR-r-- MESH FL SLR _1 b �' ,• fix. 5 f .T,`ai,., y\ 8 D k x I yi T4 �i,:J 4 5 A� 2L 4O1 x 2Leo" 1;qunl S �\ct- ----------------- i 5'e C T I O PSI Q- a 11" I `2.34 X 4 4NcHor- isoLj u 1 weAurJv L�v�l =NI 40xL-7-a/e WIZ-E MESH FL o o Q. 1p 0 I d _O f/ ` f. CZDn 1 �f -t 6 Q5 PAD F4 w 4.-r a.qu mil. 5p r�cE Zion 'A2! Ou S�GTIUf�I M-M 4-3/41'x2Q1' /_�t�cHoct V.AoLTS 2-t"x24'I nr�cNotZ p�oLT� to X to 8/8 w 1 Iz,E M e-C H 2" 2" 1 FLoo¢. sL�ry .rA lit 9 - 5 .y A")'POT f H " I 8 O" x 4� O'I S'ECTI0I'I L- L 14'' K ► 4" n t1 4-3�q DIt,- X2411X14 4a 't'�C Oe. �OLTg—� _- 14 X l4 ,,�1cHot2, �eLTco use 2 tlujg/'.�OLT \ 4u usa 2 ►JuTS� 1�01T I y2' a,x n� r=10r4 doI1J �Lpoe �! 4Y,j - -- -- ,ALLz ou►1r� _ - rn n -- -�— --- ti 1 r r/ / % / IIf ���✓vw ,' /3 3 fI�S I111 211 1-5 - - 4 • to �b At�S a Q to 4' p 41 - 4-5 nV,� �unl SJ7ACE Il I I II I II 5 - � 5 �sa4iL�j EQLi.4.i. SbL+�:.E w&T 4-0 x 4-a Y�cT H W o l -- -� 1 r,,c�-ro/1o�vIze:.1MeSH `�fGTIC�rI �I -f�I ��II" 40xto-Io/10W17-1- en�sH St7CTICM FLooa 5L� v= - T / � 007- a ' D O - N t O Edzj -wL E, ACE. 5 EC T I C Irl I -I - I --I 'WTELEDY E POST I SAB-20 - 24 K 36 �11 3u -- 5 - # r-� ?-. 1- R-c ¢u o T H \V'&-1 21o" x 2! Iy eaubL srl,c>= iotCTior--1 f--f- .A. --. --e a- vhl21`�US SfCTiC�(^�I q�T/�ILS SCALE: I V/ I - oII APPROVED BY DRAWN BY VLUL DATE:JuLY 17 �\ FASCO, INC. 5��1� CC:).>� /1�En12 G�+� �- L C� t2 1 t� �:• U �J r ^- 1.,/ V 12 0� LE E` i3 I N CA p L W. -IT DRAWING NUMBER TAMPA, FLORIDA. �L C,- 4 a 'PrTELEDY E POST 18AB-20 - 24 x 36 7IZACQH SHED SIt7,ti VIEW to -3V',yLIG"� I. HeAD N4u5E. 3 21oCE vEI�TS SoLIv r,2. IN._ 2�5p!_VI COt-IC12tTE• LINTeL CET, 2 05 le�/_\7-s @ --,aGF-I Es�r7 of p4E wAL.L A0o 000v- SoLIp C7. "uT T` IPIG&L -eNO W&LL OtT/ML �Nb 00012 fi2AMt7 Y ?� p � t21 f C1 t2 r�1 t✓ � 'r n, i L IV c To C �/E QI I CAL Y?--)Locv*n \vkLL W-ALL To STttL COLUMNe v N IN J FASCO 12 14 -------- - \v �L L 14 x IX -2 He- KiN>J�a,L R LL-u� riv-r- 17a4Q, 1 a-011 10� �I wi7w ruj%t-IC. I-jAv-s Cott-M PQ-C'?CE�51r1G FoUILOING SCALE: 1/8 11 L I - 0iI I APPROVED BY DRAWN BY DATE: MQY I$-89 H4\ILt- - C7EArI SEt0 CC1. INCO rfT p1frre-Ct7l fLG�12It:�A it, lio - 3 X101 S�''f�-ISM TC�p vlfi�u n B 1r)f- c v=Arc e n kn�c v� it.r r_ 12'E7A\Q. •E POST 18AB 20 - 24 x 36 i 4u w Io Yc22 4,- DI' 41LO" s L. 411 41- oil w 1ox22 ------ ------.—--.� i �+ti X i X i X 'I 0, I� 22 (; w IQ x22 ;' 1 It 15 411 13.411-�'8 2a1- ati (N . T. \v toK22 2e,-0 — (O.T.� S f�c�rlT v If�v \\4 Iox22 to" xI/a TI ATE 2 3x5x3�8 1�LATE�o � _ bll xeu 1/% rL44 S II ! co I d X - "!1 \ \ w O. d 3�41 � 1 �211 SLDT H DLES 1/4 TYP tq" X b1' y �7L4TE I�fTAII.°ti3 �TYPIGAL�- SEE pE�All.l!Y�" 1 i i CO VIfW —1-.-_ 1 12'1 Y4 �r i V4- &0 DIA. Ho�e� �C 1"I. A� E OtTA1l.• lie- 1bnSf' PL&Tt- - b Qe(S'C rr l NC)TE �'TQUC7UP-t SupPCDRT ALL SCALE: N•T. y. APPROVED BY DRAWN BY RM uaLEczcia 07wF-7-\\JIc2► c-zFe-c-%7IeV DATE: MAX IT 1 � - FASCO, INC. HT POL"P. t- Cttc "�• f-LC:)12 10 A DRAWING NUMBER �l�l �g� S��n p12,c�c��,IrIG pL/nr�T S- 4 R \vex24 2-511X511x3/8 pL&iF- - N �v It N m 7 8 lo'IXIo ''/4 i i -- -- - \Vax24 �— ao x iy2` sLoT NoLEs �—�TY P fo°Kto" 1(3/8' pLAZE 3/01 X 1" ?? EA. CL I i iU -IR2 QR. QtTAIL"18' (TYpICAL� 11r SEE oe-jAIL _i �1 Y 6 f-QQNT V It\V f�1 QTf nLL 10t.c. To mot: we.Lr;er ut�Ls,caaz oT►-IE2\v��E ;Qrec. IFIaD 1211 Xt2"KI" ?L a,7s 04aTAiL W- 'PL4,T4&- 4 C2fQ'o 'br—NLE * 311 : 1'-01' �IrI il. I L0/-\0- UUT 131N bTQUCTUQe SUPPCJC2T SCALE: 3Ie �" 011 APPROVED BV DRAWN BY k= M DATE: M AY �1 1! FASCO, INC.. -T.' pl0 rt DRAWING NUMBER Sff-p pp -c)SI IG PL/-\NT 'WTELEDYAE POST 18AS 20 - 24 x 36 0 0 n ��_C \/O\IT 4 11 IL9 rMIL�QV NNI 351-DIf Q O - al of 151- oll _ . 0 N 11 b- 121D(at E vE.1A'T�j L-Z4 I�; ..---t6-SY,fLtyHT IIL l I / I i I N z'�:� t_:.3 2 5 0 �� —� HEAD HQt1SE I a_o !� I �� --LEa1J-To- worms► 1340 w�TT �u���� �LooD LA�p-G.E.. Q51F51DB,W1240V1. aJ-�" ' 3'• d' 1 I DUAL ao w4,1 1T FLOURESGEti� S+r tt? �p�A E L Mt' TC'Dp \/If\U -- e•.t,r;MOW4 Lour.r~Scsll ftxjuv_F. `4 !�a• 44Tv.L. IY. u;.e Ti � � T \vALL bue.F/.\ce txtT I. GwT TEA" -s"mv - 231-0u Z.IvC-,8 vEtAI HEA19 HouciaF!- f-aC".)NT v 1 f\V 5 I ot- V ltE\V r. Q,InyE v'�*�TS 2- 4x'.a eVi�D4W� 37 L O" l s a uwu M, z, A�SCO J rSI34TIVIS E2 Set -a ptaoceilrZ I N SCALE: �� 11 = t'- aU. APPROVED BY _DRAWN BY�.,,�Y,_—_.. DATE: INC H4\1Ltr - OtrkN / f T. PIS-CC'Ey DRAWING NUMBER _ x'fF16MEP= MAB40 - 24. -% Elm 12'x►2` "LL up Pooh - 3' x ��Ea.Sorla�L t�ooR. A 11c-�H 14Gk : 2 Tz.ows of 7 F"T'La a of 2 a. e' FLoutzEtbce.►47cz 6c?. 6o ��AT�g/L4%mr Igo w4\TTs % F Ix7uze-* ! I � I I!o _ 31 X 10' LIc,KT e- a..►oUE vEaTs Tc�p vltW Slot VIt-W u a u 1 1 I SCALE: I : I APPROVI"cD BY DRAWN 8V iZ,NI DATE: Y I3" FASC;o, INC � �Ct6 j LD�PCLD ;f. TGiI31C • �'T. pI�Q+�i�'�'L C~liall� I C( SU L'PIN� UCIi�-L �� DRAWING NUMBER I xYELEDYlE P= 1 BAB-20 -24x 38 nvd+kC eta* P �A. S I ` o TM n p i IeS I' 6 II A P� G i IIS 2 5 5 2 4 `(I \►0 N N 15 Ip 5 2 2b 2a 22 `4 I LXJ AAK v Iiv I 31 35 33 40 i� J 3 402 T 3T D8 oze 45 �A L A I v-+-t.LL-v,Osc* G�cLo►�es 4 t VSLIA GjGLOt4e. \J5 PLAN WtV cos p1 LIST Cif tCCUIPMtr'-IT 1-)ESay.iPT16h1 4TY HP AT 41L 24 C--�uROmE 1- 3b 3 _ca H►�! E ° I 40 4M.4 Got n 42 ¢uCvti No�� 1 15 1 3 4?.5 HYpiZ.AULIG � S EMA, 31 ,nyC,ItlU C�aca IS m 1 1/2 I'y, ACa rnahIV 43 44 aG GOtaV +AiF., l ,n, -}I Fu51�LE +�I�c�r4r�Ec c,. '� t�Ot� �u�1 LE ii1SGGar1rIE GT �cNP�, MaTO� la G-ENt7QAL AQt2A►-IGtMtNT SCALE: '��'i % I Q!� APPROVED BY DRAWN BY -Q M DATE: M Q,Y S 8 - —• FASCC7, INC.T I p,� h! ���t1 pL41*ti DRAWING NUMBEA Cv �csT eLfVA iLCD to K i rt 6 t /SST TIE PC 7 MAU-n - 24 x 34 n 51 f-L:VnTICirST i - L00KiNG WE� N �h-aT / No \u-E�T �LEVA,T1C�P-tea i p ' SGAIE: 1 all C (!, ply APPROVED By DRAWN BV iZw M . DATE:161 FASCO, INC. f-T.' p E-2 11 DRAW'"a NUMBER fY TAMPA, FLORWA. GLINNT E- c L7) (NEUT.'' 'I 120 y A\Ci _ I _. I D.L. O.L. O.L. I I I I /4 Hp 35.0, C.L. O,L. '/2 HP O.L. 4.L. O.L. twpl4-171 2'1 27 15 ►•+P � 22 2 HP 22 22 _ �O.L. L. It 2 HP 11 �_ It 97 •-T- E- I to �J IS HP � 10 O.L. �Lo.L. ~T�1 i IHP IHP 3>5 3H 2HP � 37 �- O.L. I 20 HP 4. 4 OJL • 0. . 3/4 H P 2 20 'jam-� 5 H P O.L. 4JI- O.L. • 10 HP �15 (7,5 WW) D.L. O.L. O.L, SHP ►9 ,a � 19A Q.L. p,L. O,L. iHP �19G (%/a KW) �_•••'''I18 O.L. O'L. • ' SH S H P �17A �_ 16 O.L. 01... • ITS S HP L. ~ I t 2 NP O.L, • •- 40 J I 9HP • 31- 3l� '/2 HP O.L. • 42 -- 42 20 HP • 43 �43 Imp _L 0•L, O.L. 4.L. 44 1/Z 14P (NEUT) P1AIN PaANT IzD12.40V OVERHEAD DROP SE:R.NICE C.T. /-3-25D (1CM `t 6 r1EUT, 1N 'L� 3-50011c_11 3 0 WEQT. I 3 DRYER -BUILDING. C.T. W1RNC K 4o0A,,4-wIRF 5/N MAIN V'1SC. SU)- 4F PANEL- D F _ 400q.4 G L J L yFS rT�, 4 Yd r1� PAtiuEL- L 46 . 3 W- SIN SF I ��_ ( J Y � FI F1 F3 F4� y� S } 10 S) '•,If l L ' 10) II�17m, Ilk 18/ �9a� i9c` �196 16 s22 z6 V '31`" d '3Sb 40 ''43, 'A 45 '42) ELECTRICAL RISER DIAGRAM w SPECIFICATIONS: A. BIDDERS SHALL VISIT SITE AND REVIEW f-)RCHITECTURAL DRAWINGS FOR CONDITIONS AFFECTING THEIR WORK AND DO SO PRIOR TO SUBMITTING BID. B. CONTRACTORS SHALL_ SECURE AND PAY FOR ALL FEES AND PERMITS REQUIRED FOR HIS WORK AND, USING ONLY NEW MATERIALS OF .THE HIGHEST AVAILABLE GRADE AND, EXCLUSIVELY, MECHANICS (AND THEIR APPRENTICES OR HELPERS) THAT ARE SKILLED IN THE TASK ASSIGNED TO THEM; HE SHALL. FURNISH AND INSTALL IN NEAT MECHANICAL FORM AND IN FULL COMPLIANCE WITH ALL APPLICABLE LOCAL CODE REQUIREMENTS, WORK AS INDICATED ON DRAWINGS AND/ OR SPECIFIED HEREIN TO PROVIDE COMPLETE EFFICIENT OPERATING SYSTEMS. C. CONTRACTOR SHALL, AT NO ADDITIONAL COST TO OWNER,REPLACE ANY LABOR AND/OR MATERIAL THAT DEVELOPS DEFECTS (EXCEPT FROM ORDINARY WEAR AND TEAR) WITHIN ONE YEAR FROM DATE OF COMPL.ETION AND ACCEPTANCE OF THIS INSTALLATION. ELECTRICAL WORK -CONTRACTOR PROVIDE: 1. TEMPORARY ELECTRICAL WIRING TO PROVIDE POWER FOR CONSTRUCTION. 2. NEW ELECTRICAL SERVICE- 129/240 V. 3-PH. DELTA SEE ELECT. RISER. 3. RACEWAYS- EMT, EXCEPT RIGID CONDUIT OUTDOORS OR UNDERGROUND. 4. CONDUCTORS-- COPPER (#112 MIN. SIZE), 12 & 10 TW. LARGER WIRE THJ. 5. WIRING DEVICES & PLATES- SPECIFICATION GRADE, GROUDING RECEPTACLES. 6. G.E., I.T.E., OR Sty-'D- ELECT. PANELS, SAFETY SWITCHES, CONTROLS, EXCEPT THAT ELECTRICAL EQUIPMENT IN EXISTING PLANT THAT IS IN GOOD WORKING CONDITION MAY BE SALVAGED AND USED IN THE NEW FACILITY. ?. LIGHTING FIXTURES- AS NOTED- COMPLETE W/ LAMPS. S. EQUIPMENT CONNECTIONS FOR EQUIPMENT FURNISHED BY OTHERS WIRED PER EQUIPMENT SUPPLIER'S WIRING DIAGRAMS WHO SHALL CHECK WIRING BEFORE EQUIPMENT IS ENERGIZED AND ASSUME ALL. RESPONSTBILTTY FOR DAMAGE TO HIS EQUIPMENT CAUSED BY INCORRECT WIRING. 9. TELEPHONE OUTLETS- PROVIDE 3/4' PVC RACEWAY TO TELEPHONE CABINET. 10. TELEPHONE CABINET AND TELEPHONE SERVIVE ENTRANCE. It. GROUNDING SYSTEM PER LOCAL. CODE- AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN EACH ELECTRICAL RACEWAY PER ARTICLE 250-95 OF THE NEC CODE. ELECTRICAL LEGEND: S Y M B O L D E S C R I P T 1 U }--- H--{ FLOURESCENT LIGHTING FIXTURE Q Qf 5 CEILING OUTLET, WALL BRACKET OUCLE7, CNE POLE SWITCH DUFLE:K RECEPTACLE 30• A.F.F. OR AS REQUIRED. (2� EQUIPMENT CONNECTION AS REQUIRED R� a`-F'N4RATUS SERVED f 1 MAIN ELECTRICAL SERVICE & METERING, ELECTRICAL SERVICE ELECTRICAL PANEL, TELEPHONE CABINET- W/ SERVICE ENTRANCE �M. ••ev MOTOR CONTROL PANEL, AS NOTED -SAME A5 ELEC, SERVtCI �,, IJ 1251 4 DISCONNECT SWITCH, MOTOR STARTER, MOTOR NO. DENOTES H.F. TELEPHONE OUTLET- RUN 3/4' PVC RACEWAY TO TEL. CABINET 2 N 12 TW COPPER IN 1/2' RACEWAY, OR AS NOTED - 1+-►►► HOME RUN ONE CKT/ ARROW k ONE WIRE/ HATCH LINE ELECTRICAL PANEL SCHEDULE: PANEL-'L' 120/248, , 3-WIRE, S/N, 109 A.M.L.U. , 10,$$o r?. i , :'. , SURF .MT[,. BRANCH CKT M EQUIPMENT SERVED CKT BREAKER WIRING- urlp.Ep L-I LIGHTS 1P-20 A. 2 #12 & #12 U;: IN L-2-4 QUARTZ LIGHTS 2P-28 A. 2 812 & 012 Fr: IN I:: ^ L-3 RECEPT. & EXIT LTS. 1P-20 A. 2 #12,& MI? >. W it$ I'll:,:., LTS & RECEPTACLE IP-20 A. 2 #12 & ##1. ii,? L-7 IP-SPARE 1P-29 A. L-9 THRU L-12 ARE 1P-SPACES. PANEL-'D' 128/240 V., 3-WIRE, S/N 199 A.M.L-0., 10,08@ A.;.C.SURF.MTD. 'D'-1-3 QUARTZ LAMPS 2P-20 A. 2 012 & 1#12 G.TW IN 1:2• C. 'D'-2-4 QUARTZ LTS 2P-28 A. 2 012 & N12. &.TW IN 1/2• C. , -5,7 RECEPTACLES SP-20 A. 2 #1!2 4: 1412 G.TW IN 1:'2• C. D -7 RECEPTACLE LP-20 A. 2 N12 & #11' Tk.IN 1 '2" C. 'D'-13 SPARE 1P-20 A. 'D'-9 THRU 'D'12 ARE IP-:>PACES. SWITCHBOARDS M MAIN PLANT" REFERENCE MOTOR SIZE DISCONECT RK-5 WIRE GND. COND DISC. SW. NUMBER H.P. STARTER SWITCH FUSE SIZE SIZE SIN, AT MOTOR 3 0 1 0 IN. LOCATION 2 1 8 3P-30 A. 5.6 14 14 JA2.w NO 4 20 3 3P-188 A. 99 4 8 1-I/4w3P-186 H. 18 15 2 3P-6N A. 68 c 1A 1• NO it 2 A 3P-36 A. I8 I€f 14 1/4R:; NO 17b 5 1 3P-38 A. 25 12 10 1/2',e . NO 17a 5 1 3P-30 A. 25 12 id 1/2 NO 18 2 e 3P-38 A. t8 14 14 1/20 NO 190, 4 1 3P-38 A. 20 14 12 1/2• NO 19c 1 0 3P-30 A. 5.6 14 14 1/2' NO 19b 18 2 3P-60 A. 40 $ 14 to NO 28 5 1 3P-38 A. 25 r ', 1/2" 3P-38•A. 22 2 0 3P-38 A. 18 11. 14 1/2' 3P-30 A. 26 15 ✓ 3P-68 A. 68 #; i0 1• NO 27 1 8 '3P-38 A. 5..6 14 14 1/2" 3P-30 A. 31 1/2 0 3P-38 A. 3.2 14 :,4 1/2' NO 351D 112 8 3P-38 A. 3.2 14 14 1/2" NO 35a 1/2 8 3P-38 A. 3.2 4 14 1/2" NO 36 1 8 3P-9a A. 5.6 1, 14 1r2' NO 37 2 8 3P-38 A. 18 a 14 1/2• 3P-38 A. 38 1 A 3P-30 A. 5.6 1I 3P-38 A. 39 1 0 3P-3tI A. 5.6 10 14 1/2" 3P-39 H. 48 3 8 3P-38 A. 15 Aa 14 1/20 NO 42 15 2 3P-68 A. 68 10 to NO 43 1 B 3P-30 A. 5.6 14 1/2' NO 44 1;'2 8 3P-38 A. 3.2 14 14 1/2* NO 45 3 6 ZP-30 A. 15 .4 14 1/2" 3P-30 A. 46 PANEL-'L' - 3P-60 A. 60 2A 1• - DRYER BUILDING - Ft 13 2 3P-68 A. 68 l@ op NO F2 15 2 310-60 A. 68 t0 !• NO F3 15 2 3P-68 A. 68 6 10 ,10 NO F4 15 2 3P-68 A. 60 c; is NO NO F5 15 2 3P-68 A. 68 6 18 1• NO Fd PANEL--'D' - 2P-60 A. 6@ _ l8 I" LEQPUT.D 14. TOZIBIC FLORIDA r 3 �tGt7r D t-1 loemtLLY GLoojav SWITCH COt17AC75 ._i._ G�% NlOV. NA ALL�+ QYiEM� �\Y1�GN GOt��A • 1 iI (35A�) COIL -RE", 3 ,4 -ON yLLJR 116TULSTA OVS.R-Lob v cot l"Tcz �A t�I01t.M A LLY p�►>rrl G01.iTl�G�S UeNi>T`= 1.n �. r. _, 1� � n1 R>r F, a 16 1$ r f1 TE. Q.. • n� y �S- r GC3I`IT2C�L. IU I T \ kLE: NO G APPROVED BY DRAWN BY ArEiMA`�' Z4•Si w FASCO INC. ;� \, L.g - pt6,,l-I 5 4 cCa. �T, pitRGf f-LCDR10L\. J DRAWMi9 NUMBER Tr,rl=A, FLORIDA. �at�EK? pt2t�GES�tI�IG K?L/°.rIT E-to 18AS�20 -. 24 x 36 SCANNED y 'i. aflM° (A r I, Y rl II I I 1 f Li THIS STRUCTURE IS A PRE-ENGINEERED METAL BUILDING DESIGNED BY BUTLER MANUFACTURING TO MEET OR EXCEED THE STANDARD BUILDING I CODE OF 1985 (INCLUDING THE 1986 AND 1987 CODE REVISIONS) FOR A 20 lb. LIVE. LOAD AND 110 mph WIND LOAD DESIGN REQUIREMENTS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF - WORK. ANY DISCREPANCIES SHALL BE CORRECTED PRIOR TO THE START OF ANY WORK. VERIFY ALL COLUMN AND ANCHOR BOLT LOCATIONS WITH SHOP j DRAWINGS PROVIDED BY THE BUTLER MANUFACTURING AND/OR THE STRUCTURAL ENGINEER. CONCRETE: ALL CONCRETE SHALL. BE 3000 PSI CONCRETF. (@ 28 w' DAYS) OR GREATER. Z REINFORCING STEELe ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BAR STOCK CONFORMING TO ASTM A615 GRADE 60. STEEL -Q�'1V SHALL BE BENT IN ACCORDANCE WITH ACI's LATEST REQUIREMENTS. ALL STEEL LAP SPLICES MUST BE AT LEAST 30 BAR DIAMETER. .➢E J' - DESIGN LOADS: FLOOR LIVE LOADS - 50 POUNDS PER SQUARE FOOT ROOF LIVE LOADS = 20 POUNDS PER SQUARE FOOT j w WIND LOADS - 110 MPH _ �I I _ + C L'l� i I I�I I I 1 A I I I I . t </I - I I I I I i � 1" 4 � I I -I II I i ' Li THIS STRUCTURE IS A PRE-ENGINEERED METAL BUILDING DESIGNED BY BUTLER MANUFACTURING TO MEET OR EXCEED THE STANDARD BUILDING I CODE OF 1985 (INCLUDING THE 1986 AND 1987 CODE REVISIONS) FOR A 20 lb. LIVE. LOAD AND 110 mph WIND LOAD DESIGN REQUIREMENTS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF - WORK. ANY DISCREPANCIES SHALL BE CORRECTED PRIOR TO THE START OF ANY WORK. VERIFY ALL COLUMN AND ANCHOR BOLT LOCATIONS WITH SHOP j DRAWINGS PROVIDED BY THE BUTLER MANUFACTURING AND/OR THE STRUCTURAL ENGINEER. CONCRETE: ALL CONCRETE SHALL. BE 3000 PSI CONCRETF. (@ 28 w' DAYS) OR GREATER. Z REINFORCING STEELe ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BAR STOCK CONFORMING TO ASTM A615 GRADE 60. STEEL -Q�'1V SHALL BE BENT IN ACCORDANCE WITH ACI's LATEST REQUIREMENTS. ALL STEEL LAP SPLICES MUST BE AT LEAST 30 BAR DIAMETER. .➢E J' - DESIGN LOADS: FLOOR LIVE LOADS - 50 POUNDS PER SQUARE FOOT ROOF LIVE LOADS = 20 POUNDS PER SQUARE FOOT j w WIND LOADS - 110 MPH _ �I I _ + C L'l� i I I�I I I 1 A I I I I . t </I - I I I I I i � 1" 4 � I I -I II I i ' I I I -41 y i a n , I I I i I P 6iA. ),JIPt MG'��' I -Al COW 01 l •.q . SECTION- A -A SLCT10f B -B SECTION C-G i" ANGHOK "L Tc� `,r4 15)1�TAII. 5-4 1 �i _ 1 ; F/ yF 4r GDF,It;NUoU: ;'vGl _+ aU11�K (o' LoNIaI i` I j I _. I , I i j I . I I , ; I I r i I F C� U, ti T, cv CaAfil, I i „ Sr;AILE; 1. 4 c, T ION F Foundation Schedule FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL LOADING OF 2500 POUNDS PER SQUARE FOOT. A FLORIDA REGISTERED TESTING ENGINEER SHALL PROVIDE A SIGNED AND SEALED WRITTEN REPORT OF ON SITE BORINGS VERIFYING ACTUAL SOIL REARING VALUES GREATER THAN 2500 POUNDS PER SQUARE: FOOT AND THAT ESTIMATED SETTLEMENTS OF LESS THAN 1/2" WILL BE EXPERIENCED. IN ABSENCE OF SUCH REPORT THE. FOUNDATION DESIGN AND DETAILS SHOWN HEREON ARE VOID. SLAB 6" THICK 3000 PSI (AFTER 28 DAYS) POURED CONCRETE WITH 6"X 6" 08 GA. WELDED WIRE FABRIC ON COMPACTED, CLEAN SAND FILL. F-1 4'-0" X 4'-0" X 3'-0" DEEP 3000 PSI POURED CONCRETE FOOTING WITH t4 BARS @ 9" O.C. BOTH WAYS BOTTOM. F-2 8'-0" X 8'-0" X 5'-3" DEEP 3000 PSI CONCRETE FOOTING WITH 04 BARS @ 12" O.C. 6 t4 BARS @ 6" O.C. TOP AND 04 BARS @ 12" O.C. 6 i4 BARS @ 6" O.C. BOTTOM. (SEE SKETCH) F-3 8'-U" X 8'-0" X 4'-0" DEEP 3000 PSI CONCRETE FOOTING WITH t4 BARS @ 12" O.C. 6 04 BARS @ 6" O.C. TOP AND 14 BARS @ 12" O.C. 6 /4 BARS @ 6" D.C. BOTTOM. (SEE SKETCH) F-4 6'-0" X 6'-0" X 2'-8" DEEP 3000 PSI CONCRETE FOOTING WITH /4 BARS @ 12" O.C. 6 {4 BARS @ 6" O.C. TOP AND i4 BARS @ 12" O.C. 6 t4 BARS @ 6" O.C. BOTTOM. (SEE SKETCH) F-5 8'-0" X B'-O" X 2'-10" DEEP 3000 PSI CONCRETE FOOTING WITH ►4 BARS @ 12" O.C. 6 14 BARS @ 6" O.C. TOP AND 04 BARS @ 12" O.C. i 94 BARS @ 6" O.C. BOTTOM. (SEE SKETCH) F-6 4'-0" X 4'-0" X 3'-0' DEEP 3000 PSI CONCRETE FOOTING WITH t4 BARS @ 9" O.C. BOTH WAYS BOTTOM. F-7 6'-0" X 6'-0" X 3'-6" DEEP 3000 PSI CONCRETE. FOOTING WITH A4 BARS @ 9" O.C. BOTH WAYS BOTTOM AND i4 BARS @ 9" O.C. BOTH WAYS TOP. F-8 3'-6" X 3'-6" X 3'-6" DEEP 3000 PSI CONCRETE FOOTING WITH 5-t5 BARS BOTH WAYS BOTTOM. F-9 3'-0" X 3'-0" X 2'-6" DEEP 3000 PSI CONCRETF. FOOTING WITH 1115 BARS @ 6" O.C. BOTH WAYS BOTTOM. F-10 12" X 7" DEEP CONTINUOUS CONCRETE FRENCH FOOTING WITH 2 - {7 BARS CONTINUOUS. HOOK BAR AROUND ANCHOR BOLTS AT BOTH ENDS. F-11 8" X 7" DEEP CONTINUOUS CONCRETE FRENCH FOOTING WITH I - t7 BAR CONTINUOUS. HOOK BAR AROUND ANCHOR BOLTS AT BOTH ENDS. F-12 12" X 10' DEEP CONTINUOUS CONCRETE THICKENED EDGE WITH 2 - i5 BARS CONTINUOUS BOTTOM. F-13 12" X 24" DEEP CONTINUOUS CONCRETE THICKENED EDGE WITH 2 - #17 BARS CONTINUOUS TOP AND 2 - 15 BARS CONTINUOUS BOTTOM. F-14 24" X 10" DEEP CONTINUOUS CONCRETE THICKENED EDGE WITH 3 - $5 BARS CONTINUOUS BOTTOM. • O U Q o W LL Z W ' c 0 U I D W V J M Q c, RAWN DATE V SCALE DRAWING NUMBER �"I�1[ T (,7MOR C-lb