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HomeMy WebLinkAboutBIN A-4 PERMIT 3490 "I LEGAL DESCRIPTION As taken from official Record Book 487, Page 35. That part of Lots 19,20,21,22,23 and 24, Block 9, lying west of U,S. I-lighway 301; and that part of Lots 13,14 and 15, Block 2, Lying \vest ofU,S,Highway 301; City of Zephyrhills, as per plat of the town of Zephyrhills recorded in the Plat Book 1, Page 54, Public Records of Pasco County, Florida, v; ~ ~ "yxIIOO'~ I ',\ l! . 1/'-"- . eell Ln .-iill~' tHercules " [--.. ~ ' I A.q\J;At!C \ ,-;:; __.lW'1;A' Ave \,~ '/ ~ente:,=-:.-;:._..-.:.:.~~~,.~~.~:-: -__~ ~:_" ':'USJ r:: w );-1IN~rp~sI..~~li~f/ ~ t}jl il (I j'll)1 ~. ~']~~ i [ ~~e ~tg~'f1l'!~-II! ';:~~~ ~j ~~!~~~~....!l. .11. ~l,:;.i~ ;:. ~ [jj 0 fer~' I.f.. r \[~ --', I! - -.- - "'11-.tjFwT';~el/l'{e ~ I~ ~ an 1'l4\ \'t!~;\~,.. II t~q~t!.~y-,l,~t= J _.~ g~.~~ [8-~~ I ~:f@J" . :r~~~_~p.~_h_~y'~.__ !L.JU(~J) --.. flll--11~ .... 301 '--f\~\\--),'i::;;' \,;--,\-:- "'\':;-'\'l(-'\\ :r: " \ " .' ~...., \ \ \ ~ .' \'... \ ; , . . \ ~ ,I \~' II \ '1 \0 ""11''' \ ;$, ~ . ....~> '~ "'\."~' '.\' \ \,?::; \' t,... .~.. I ~ ~ ~~t1V"'~ :>.0.' \\ ) :~. I,\ \:.,~~.... \~ \~<~\ 15Ih~velli~i rlm)'<:,~">',>;.::::\\:~; }..~..\,~"~';',\ -:.\'( E .==--=== ~~ JIJr '\ ~.~\ ,\ " ":.'~ ,I, .,...~'" \' ,Hl~ve-.JII~J~. ",.~\:" \\ \~,.,''''\' ~\:,:,~,,\~ ':,..:'.' ----0 tii--"[,\: \\ .~\ ". .\ "';--", " '" j \,~ ~ ..~:.o;:;....\\ ",.........,..,~ \,', ~..\. \\. . ~ . :,.... , .. . . , ~ .I ". -""'" , .".. lJthAve ".).',~ ',,~ \\~......", '.' /_'\\ '.' ,~\.r p..,~.... \ \, \'.'. ==='~ll '1"\\' -:. r..... \\ \' .........,.. . .~, \\ UJJ ."'-:;.... '\I, \', .I, \\ .~,..;' \I,. .: ~'-Ok';[ \\\ ..~~.~-::\\ \:':':' ...;....:. \\ .:,..-<:," ~-n \\-; >.r.~.....~,\ ,. \.~,. ,\ ,11th Ave _ EJ L ' :.*'" \. )\'~';"'~.\ \\'..' .\'.~ . \'. ,,,,' .\.: -Jr ~J r-J [-" \O"''t\.~,~ "I,I, :-: , :,~ I;. :,...-:' .'. '~,. 'IT .....;.: \ 0..,,' ',". "\\ I.,. ... ;;....~,:. O.~~.I\'.~.\\Q\<'o,\:...". ~" "~,I ,\l':- 'I" .200 J1' C.mtt,rv~\ \1.....;.--" \l'?-':- '....\1, ,.... ~. . . .1 1100Q..ft I hH'':;l\\ .:,.,' ~...", '"...... \~~.-:. G>2004Yilhoolklc[ n --I "'l>~~" '" -;..'\,: "'. ,'iD2003NA\hEQ' ~ . . ~ ~ 'kJ I -~ SCOPE OF WORK 1.) Excavate and install one 16tOOO gallon Modern Welding Glassteel II double wall underground storage tank. 2.) Install double wall fiberglass piping from tank to two dispensing islands. 3.) Install on 24'x 40' gas island canopy. 4.) Resurface disturbed areas as necessary. 5.) No change to pervious or impervious areas. VICINITY MAP' * 5855 Gall Blvd Zephyrhi/fs. FL 33542-t457 6TH ) OWNER: Dhlmant Shah 1537 Shady Oak Dr. Kissimmee FL 32744 407.829-7759 CONTRACTOR: Petroleum Plus Inc. 748 E.lntl Spdwy. Blvd. Deland FL 32724 386-734-2864 pee 1288780 SITE PLAN PETROLEUM AND CANOPY INSTALLATION ~ "" ~ llJ' :::, ~: I I lui UIAI ,f~P"'t9~",J (' ~67 ~I ~I ~ ~ ~ ~ <11 ..- '\0 ~ ~ ......... %" Pvc ()I.I~ 01 Build/f);; titlo (/r~,.,' (U"dgrjNIJt1d r"lJ!e unkt1~w(1) .I Roor Ov~rhan9 cnc,.oqchq$ 0,4' 04 - ~ -'1~ ---25' Y I I I I I ..... .... L. 25' FORMER CIRCLE "K" 5855 GALL BLVD. ZEPHYRHILLS FL 33540 I I 30' I I I I I ' NO. I I vA1r<O) I . . I (3Al..~ 8od~e ~.,/ . I ,.... A ',(, A. I ( . I ( I \ , . .,;"'" / I I , . l()f H' ,Allf). Y G'" rv I it>1 ,,,;- '- D t 2/ 2() /9 /8 . , . . I , . J f "''<0.11 4Cf "t4J~/~ <'~) - 0 4 (FI~ ~.4' 8,1<1.) . ~ 14a,re. 6,4(,' J! : , l) '- l tJ ~ 9 I \ \~ \~ /.of . 1 !. () :;J ,~ ~\ 10~ 23 2Z . . I , I . '- \ ,\, 4")( 4" Nood 8~t1t1~,. 8I.1PPor~ \ IO'-t ~II \'" o. 5' X O.S' woo~ F'~sf (ry/'.) '. 18' '" "'7',.,J ' ..... v. vv/ge J( e IIlill WooJ ren~e e3'I.M~. '- <:) ~ '" 24 I I , . I H. epPMd I I StrlPI.11 I I o""IA I i , " t,).. ,. jl) rQ We) ~~ ~ .... ~t'eI"l;~cll/ll/I-r ~1I1(J "'7' !I1(Js"nr'/ ~ Wqll (Varl~s /I_al H/gh) It ~ ~ ~ /f'S P /1q / I' I I ~j2tJ. ( . p(2.0 I~ &' I b,'o '.' ,L...,~_.",._............~ I ' I 5/rJ b I I I ~ + I - 0.82 Ael"eti ( :t 9) 70D &1- ,/:',;,,) I I I .. ~ ~ '. 3t' (J , NOTt: : - -..-- . ....... ~r.A."""'- ~OTArION ANQt./f 010 58' 50'/ _ 5cale: 1/1 ~ 101 I~ -~III_..t.iir. III~ o 20 G~APK\G SCAL..6 (rN F8:ET) L I 1- j' -1 . , , , l~bST D,fcJ~L IS fOR REFERENCE PURPOSES, SEE INDEX NOS Wtl AND TRAffIC DESleN S TANOAROS COOt: fOR 'aullt1~c ~cJJi~~U~,g:LOL~'T~AS rACCESS/SllI TY fOR fURTHER DETAIL.S. ... VERSION . ,., .OISABlEO , PARKINO. a' SICN (TYP,) ~WI1ITC Rtfl,CCTlvt: PAlNT ," 1lWt: ReFL4CTlvt: PAINT W~'I(AY ! I , t /. ~ ' ~NltJ t:(/r~ ... .':L...::::...___-.-. 4" X 4" .sf4C "'-1../911" Fb/c () 2' 2~' ,-- ..~..., "'. JIl . .. 4() III (,6'(/N'dl') - Wl:aa ~ 21'27'38" W. 150.()O' A$p Poi' r/> Pl"/v~ , ~ '" \.., g' S STD, PM:. , .' WHiTe RCFLeCTive PAIN SYMBOL (OPTIONAL.) " WHITE llerlCCnve p^,~r "() ~ ... '" f#4.vt: ~enCCTi'rf P~T "UNI VERSAL" ACCESSIBLE LA YOU T . W/CURB CUT SHOWN . ~ ~ lao' ~II . . ~.'f ~ ~ ............ '=f.~ .{:GW~ r ~ 12. ./ FOOT SICN I FTP-2G :..IIIl~"'~"--~"""". '!"""r"'____... ,,-""'--._.t........ '._....a..... ~-_ ,............. - 5 rl?ee T GO I If/IV ($I><,H $'1!?cc'T 8V PL.A'Q 2 tJ I /J:;,o.?(7.1 I ?(Jy~ll1enr ~'.i __ ...- .,,- f rr'~~ n',_'~. . E~Tt P;OVED ~ 61--<4/> o :,LL \.v;~\.::"..... :L') \\'lTlIAU_ PRE v AlLD\G CC;::;~~. ;_~ :~:DA Bl.J1LDr-" CODE. NA TlONAL [LECIRe CODE fu": CITY OF ZEPHYRHILLS ORD~CES .J ()j/L 1 ()IAll i)' (oft \ , ~r's : I, TOI' PORTION OF nl' 2$ '" 25 SHAU HA VC A RCfLee rrvt: Blue Sa~~RO\JNO 'WlTH WHITE RUlCCTlVE 1""^,,, .l.NO aoROU, 2. eo rrow POR TiOH SHALL HA'rf A' ReFLeCTiVC W~TE BACKCROUNQ WITH ~ Of'~C LecCHO AiIO OOROC!t J. nl' 2S '" 25 WAY ae (AORiCATe!) ON ONe P ANCL OR TWO. .. n~ 2S WAY ar SUeSTiTUTe!) FOR THe np 25 IN AREAS WHeRE SPACe IS l.lWlTC!), $, ~~~T~E7T~C~~ ~~~Ttf'rf~(~~.v;CARO 10 eo rrow Of SIC,,) , co .. ,.~ IV . . IW.UUO N NlUr :::- 0l0IL w ~.:! 'l1~=rr ~ 12" .~ fOOT SICN i FTP-25 EJS~lED PARKING DETAilS / OP 6 BHSIITS GENERAL NOTES: 1, ALL CONCRETE WORK SHALL BE 3,000 PSI AT 28 DAYS 2, MINIMUM SOIL BEARING SHALL BE 2,000 PSF, 3, STRUCTURAL STEEL SHALL BE ASTM A-36 SPECIFICATION AND SHALL BE PAINTED WITH ONE SHOP COAT OF RUST INHIBITIVE PAINT (RUSTOLEUM OR EQUAL,) SPOT PAINT ALL FIELD CONNECTIONS AND ABRASIONS WITH RUST INHIBITIVE PAINT (RUSTOLEUM OR EQUAL,) 4. ALL BOLTS TO BE U.N.O, MATERIAL A-325. 5. ALL WELDING IN ACCORDANCE W/ A.W.S, STANDARDS, /' 6, REINFORCING STEEL TO BE ASTM A-615 & 305 GRADE 60, . 7, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE \11r1\~~') WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ..----_2QQJ..; CHAPTER 16, STRUCTURAL LOADS. THE FOLLOWING rD. f-C l'~f.:o3 WIND LOAD REQUIREMENTS, IN ACCORDANCE WITH SECTION 1606J R.e u " 'S; f) nS WERE EMPLOYED IN THE DESIGN OF THE STRUCTURE: BASIC WIND SPEED: 120 MPH 3-SECOND GUST WIND SPEED WIND IMPORTANCE FACTOR: 1.0 BUILDING CATEGORY: I WIND EXPOSURE CATEGORY: B APPLICABLE INTERNAL PRESSURE COEFFICIENT: N/ A DESIGN WIND PRESSURE FOR EXTERIOR COMPONENTS & CLADDING: 32 PSF 8, DESIGN CRITERIA: WIND LOAD = 35 PSF, DEAD LOAD = 5 PSF, LIVE LOAD = 20 PSF, 9, ANY PLANS FOR SIGN, ETC, BY OTHERS, 10, ELECTRICAL LAYOUT BY OTHERS (IF REQ'D.), 14" x 18" X 18" BASE PLATE W/(4) HOLES FOR EXISTING ANCHOR BOLTS (NO GROUT) . ~" . ..' ..'. ".... .4,' "4 ' 'J 4 . .' .. .. ..... ... '..' . .,' .. .' , ... .. ... ...... , ~.. .. '. 4. < ." I.. . '" . ... I ~ . . .' . 41... ." .. ' <( . .. .' ". -.". do ~ ...' . .4 .......... .. .4 ',' . " NOTE: A TIACH TO EXISTING FOOTER. . .... ..... : !. ..... ~. , :...' . '., .. ~ . ,"4, . . " fo" ,', ;.' 4 ~ . ", : '. ..,. . .. ,~,'~~:'''.4'. "~4'" USE EXISTING FOOTER (N. T.S.) -- PROJECT -- PROPOSED CANOPY PLAN - - CANOPY CONTRACTOR -- ALUMINUM PLUS 748 I nt' I Speedway Blvd, DeLand, Florida 32724 Tel (386) 734-2864 Fax (386) 736-7096 1 45. 14'-6" CL. MIN. 12' 24' - - 12' ~ R18.TYPICAL ~ r EXISTING FOOTER 40' 25' CtoC ELEVATION VIEW -4 r -6. I- I I 1 I 1 ~ 1 I 1 <01 <'> x N ....... ~ W 12 X 22 r USE EXISTING / FOOTERS W 12 X 22 ------~;---EK-1O" x 10" x 1/4" COLUMN ~ W12x35 CARRIER BEAM W 12 X 22 - - PLAN VIEW -- ENGINEER -- CLEATON & DAVIS ENGINEERING INC, 103 W. WISCONSIN AVE # 104 Deland, Florida 32720 Tel (386) 738-7475 Fax (386) 738-7781 40' 25' l EXISTING FOOTER - 1~ r-6. .... r---------~ B I r 1 I I I 1 l -1---------- 1 <01 <'> x N ....... ~ 4' W 12x22 PURLlN \ , ~ r L------r-~ B USE EXISTING FOOTERS ~ ----------- - W12x22 PURUN ~ J ~ 10. x 10" x 1/4" COLUMN 9' ________ W 12x35 CARRIER BEAM W12x22 PURUN ~ -- --------- - '- 4' ,--- ---I 1 ~ I I I I I I I I 1 I . I , A A :--);It- Y~~..l' ,'; r ;l~ ~ ;-."...... };""" .'. -_._" -. ~~,~\ :./.';~y;: ~,;~ \_~I~-,;r~ ~ t~ ,~~~~l:,t.;.~~G ~fi{~ J~ri/.~'j;Y::::O\tll.j~'l ,t \,'If .;:-; ~ICjr'~7 "'l~< ,~ &~... ~"..P;: !.,,!It rt~ t~L.A:-~D.1<7~lD,;\ 31r~ ' fH't~:~Z3:t. ?.4;fj tK~J5:~~~ JOB # DRAWN BY: J KREMER DATE: 08-27-02 SCALE: 1: 50 NOTE: SCUPPERS LOCATED "-0" FROM EACH CORNER GUffiR MOVABLE SHEET METAL flAP TYPICAL SCUPPER DETAIL (N, r.s.) 11' 24' 13' "LJ-L~',0t\.......:...J.j.~~ .~"--,,-,--,,,. 1...0) \,'ITHr\.LL PRI: v AlU"iG CODES. FLORIDA BU1LDL\~ CODE. NATIONAL ELECTRlC CODE At": CITY OF ZEPHyR} !:LLS O~DL'-JA:-\CEr SEE PlJIN VIEW FOR DIMENSIONING I -1 , I , I , 3/4'x 14'x 18' TOP PI.).TE (4) 1-3/16' DIAMETER HOLES FOR l' BOLTS (,1,.325 H.D.C.) SEE PtlIN VIEW FOR DIMENSIONING SEE PLAN VIEW FOR STEEL SIZES w 3/8' STlffiNER EACH SIDE WELDED ----...... GUffi.R fWJGER SEE PLAN VIEW I FOR STEEL SIZES I I ================================-~i CUITER, 20 GII. 3/8'x 3'x 6' II: GALVALUME PI.).TE (WELDED) 1'1 ,I: 1'1 'II 1,1 I III I I ~ lO'x 10'x 1/4' STEEL COLUMN VIEW "B - B" (N. T.8,) SEE PtlIN VIEW FOR DIMENSIONING I I , I , I ~~ 5 GUTTER, 20 GA. GIILVALUME 11 VIEW'~ -A" (N. T. 8.) LEGEND: 1. 2" x 2" x 18 GA, GALVANIZED ANGLE. SCREWED W/(2) #12 x 3/4" TEKS @ EACH FASCIA BRACKET. 2. 2" x t' x 18" GA, GALVANIZED ANGLE SCREWED TOGETHER W/(2) #12 x 3/4" TEK SCREWS PER CONNECTION & ATTACHED TO PANELS W/(4) #14 x 1" TEK SCREWS ON 4' CENTERS. 3. (4) 3/4" 0 BOLTS. - A325 H.D.G. 4. #12 x 1" TEK SCREWS AT 6" O.C, 5, #10 x 1/2" TEK SCREWS AT 2' O,C. 6. APPROVED PRE -ENGINEERED STEEL CLIP, TO BE FASTENED TO PURLlNS AT 16" O.C, 7. 20 GA. GALVALUME ROOF PANELS 8. 3" P.V,C, ROOF DRAIN 9, # 12 x 3/4" TEK SCREWS AT 2' O.C, (FASCIA CONNECTION) 10, ATTACH KING BRACE EVERY 8.0'. 11. .050 ANGLE ATTACHED TO GUTTER @ 6" O.C. W / # 12 x 1" TEK SCREW 12. 2-1/2" x 2-1/2" x 3/16" GALVANIZED STEEL ANGLE WELDED OR BOLTED WITH 3/8" x 2" BOLTS ON ENDS AND USED AS BRACES 14' OR LESS ON CENTER 13. 45" - ACM FASCIA PANELS 14, DRAIN SPOUT COVER 15. SCUPPERS: SECONDARY OVERFLOW RELIEF l' FROM EA. CORNER 40. -- 4' 1- 9'-4. -_j4 13'-4. -r- 9'-4" -14'- I I --1 r- 16" TYP. ! I I I !V v v ~ r--..... ~! 1i/ -- - I t ./ --...... "\1 5'.{). - ell Il- l. -1 / /' ""- "II, / 1 \ I \ I / \ '"'- 13' 24' "" \ \ \ / 1\ / " -- ~ .~ / / - ~ .... .... ... >- ~ '\, v ~ l"--- f'-.. v V # PANS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 /' o ('1I/tflJ LIGHTING/DECK PANEL LAYOUT (N. r. s.)