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<br />A <br /> <br />8' <br /> <br />c <br /> <br />D <br /> <br />E <br /> <br />F <br /> <br />G <br /> <br />~1 <br /> <br />J <br /> <br />K <br /> <br />L <br /> <br />M <br /> <br />N <br /> <br />o <br /> <br />p <br /> <br />Q <br /> <br />~~ <br /> <br />s <br /> <br />T <br /> <br />u <br /> <br />v <br /> <br />w <br /> <br />2 <br /> <br />3 <br /> <br />4 <br /> <br />. <br /> <br />IJ <br /> <br />11 <br /> <br />':) <br /> <br />il <br /> <br />5 <br /> <br />c::: <br /> <br />6 <br /> <br />7 <br /> <br />8 <br /> <br />9 <br /> <br />10 <br /> <br />1 I <br /> <br />...........-.- -...........~.-......... <br /> <br />12 <br /> <br />13 <br /> <br />14 <br /> <br />15 <br /> <br />16 <br /> <br />;- MIl'( NAiliNG FOR O'tERHANG AND EDGE: PANELS <br />! SHALL BE led AT 6' 0 C ~A'/, <br /> <br /> / <br />, ~~/~ ~ <br /> , V//~ -, <br /> ~ / v 'J/.. <br /> " ~~A~~ <br /> ~ <br /> , IJ~~ v-' <br /> ~/~ 7/// ~ ~ <br /> V//J ~~ ~ ~ <br /> V//J ~,~ ~ ~ <br /> ~,~ <br /> ~''\( <br /> --- --- <br /> --' <br /> -- <br /> ..... <br /> / <br /> I / V- <br /> I r <br /> - <br /> ~ I r <br /> L I r <br /> I <br /> - - I I <br /> I <br /> GIRDER TRUSS t ! <br /> / " I <br /> I <br /> 7 ~ <br /> / I ~ ;1 <br />/ ~ <br /> , <br /> <br /> <br />MII\ NAILING fOR INTERIOR PANELS <br />4'X4' OR lESS SHALL BE lad AT 6' 0 C <br />VIto( NAILING FOR I~TERIOR PANELS <br />4'X8' SHALL BE H~d AT 6' 0 C, AT <br />EDGES AN.D '2' 0 CAT IN.THIOR <br /> <br />\(/1 . ~\ <br />~V ~i'~,~~~ <br />\)\~. I ~~ i~ v;;y <br />rof~\\ ~ <br />\; IA-' <br />I!! <br /> <br />Mtl'( NAiliNG FOR RIDGE PANELS <br />SHALL BEIGd AT 6'0 C <br /> <br />\~ 1, ( <br />~ ,G~ <br />~,~ t~~~' <br />~ \ N~\X D>,'~'1\~) <br />.~\\ ~ 1,,'if~VY <br />W \:;/0'/ <br />~f~ <br /> <br />kOTf USE 2;(4 BLOCKIKG <br />EA SIDE OF RIDGE VENT <br />TOENAIL (fITH 3-16d fA Et'{D <br /> <br /> <br />NI~D LOADS j <br />~"IN WINe SPEED Ill} MPH <br />I~,~PORTAN.C E FACTOR 1 e <br />E,(POSURE B <br />MAX OVERHANG LOAD -323- END lON.E <br />V.AX OVERHAN.G LOAD -25 3 AT INTERIOR <br />MAX UPLIFT -231 FOR ALL OTHER PORTIONS <br />STANDARD TRUSS UPLiFT 10 X 23,1=231/)(2=462 <br />+ O'{ERHANG (fIU2 X 25 3=lal 21 TOTAL ::56321 <br />use: SiMPSON f-AETA12 WITH r-10d t 15' <br /> <br />GIRDE.R TRUSS 4 5')(1EfX2J 1:1039.5+ OVERHANG <br />4 5'X2'X253=227 T TOTAL \26"r 2 <br />SIMPSON ~ETA 14 ~ITH 9-10d J<15' OR IF <br />DOUBLE TRUSS uSE META 10 WITH r-16d <br /> <br /> <br />HIP T[(vSS 3'10')()'10'X23 1=3391 + <br />OVERHAr\G U2X32 3=12921 TOTAL <br />468 21 <br />USE SiMPSON. \.AET A 12 WITH r -10d 'I. 15' <br />,JAC( TRuSSES uSE SI~-APSON '-AET A \2 <br />NITH '-10d x \ 5' <br /> <br />DOOR LOAOS 3'0' xr0'X272:Sr1 21 <br />mNDON LOAD 3'~4')(2l6=283 21 <br /> <br />ROOF FRAMING <br /> <br />PLAN <br /> <br />SCALE 3/16':1'9' <br /> <br />LOUVER '{ENT <br /> <br /> <br />SHINGLE: ROOFING <br /> <br />. <br /><t <br />I <br />0, <br /> <br />@~ roGD~ <br />~@~@@ ~@ <br />oo...'i\D~[tD&lJ,"J(~~ <br /> <br />\ S~OOTH STUCCO <br /> <br />, '---., <br /> <br />SCORED <br />STUCCO <br /> <br />FRONT <br /> <br />ELEV. <br /> <br />SCALE: .3/16'=11-0' <br /> <br />LOU'H:R 'tENT <br /> <br /> <br />SHINGLE ROOFING <br /> <br /> <br />- - - - - - - -;;-; - --:~:-- - - --===~~ <br /> <br />STUCCO I <br /> <br />WINDOt/- <br /> <br />iIIi'" <br /> <br />~ <br /> <br />PRECAST SILL <br /> <br />REAR <br /> <br />ELEV. <br /> <br />SCALE 3/16'=1'-0' <br /> <br />t... <br /> <br />(1 <br /> <br />1('\ <br /> <br />1 1 <br /> <br />7 <br /> <br />a <br /> <br />./" RIDGE VENT <br />... <br /> <br />,/--- . <br />.~- ~' <br />[::~~~,.=-. ::.::~-=-~'=~:~-::=:':' :'::~~-~~.~~:~-"'.~- ,_.,. <br /> <br />/--- SHINGLE: ROOfiNG <br /> <br />~- ._-~__.;... ;:..~..__..:;.._~_,;~ __._._~ ....J;:.....=...:-..-',_..,.. <br /> <br />17 <br /> <br />19 <br /> <br />20 <br /> <br />21 <br /> <br />22 <br /> <br />18 <br /> <br />(-e' ~~I <br /> <br />13' - a' <br /> <br />-l <br /> <br />0:, <br /> <br />. <br />.. <br />I <br />o <br /> <br /> <br />CD <br /> <br />MAIN.TENAN~EI <br />S TORA':iE ,\J <br />~ ~ .,lf~ <br />l,~ ~u,; <br />\\i~\\ \ <br />tJ " <br />\~\' <br /> <br />STOR-5 <br /> <br />. <br />V <br />I <br />0., <br /> <br />~ <br /> <br />. <br />~ <br />I <br />~ <br /> <br /> <br />STOR-6 <br /> <br />. <br /><S> <br />I <br />0'\ <br /> <br /> <br />i -r-- <br />t\@ <br /> <br />/ <br />~ f~ <br /> <br />. <br />r -- <br />o <br /> <br /> <br />. <br /><S) <br />~~ <br /> <br /> <br />------ <br />r ~ <br />r \ (1.'\ <br />~~ <br /> <br />S-OR-4 <br /> <br />ts <br />I <br />o <br /> <br />~~ <br />., <br /> <br />:.K <br /> <br />. \ <br />r\0 <br />i'l _~__ <br /> <br /> <br />5"OR-3 <br /> <br />STOR-8 <br /> <br />. <br /><S> <br />I <br />0., <br /> <br />. <br />.. <br />I <br />o <br /> <br />S: <br /> <br />I <br />f \ 0\ <br />~ ~- <br /> <br /> <br />S-OR-2 <br /> <br />STOR-9 <br /> <br />. <br /><S> <br />I <br />~ <br /> <br />b <br />I <br />o <br /> <br /> <br />x- X' X'"'Y~~. <br /> <br />x:. ::1IX:C <br /> <br />t\@ <br /> <br /> <br />S TOR'-1 <br /> <br />STOR -Ie <br /> <br />. <br />V <br />I <br />C, <br /> <br />. <br />o <br />I <br />t <br /> <br />8' <br /> <br />9' .4' <br /> <br />9'.4' <br /> <br />f <br /> <br />. <br /><0 <br /> <br />FL-OOR <br /> <br />PLAN <br /> <br />SCA'_E 3/6'=le' <br /> <br />j U b~.J\;'-\'G.O <br /> <br />h,-..J))r} fc ~.~(\.. <br />f J:JL Ff'J G;-I ~ )i" ~/l 60 <br /> <br />siT 13- ;/\.yW 1- "t / c'P7 <br />:) r1.-( l f'V <br /> <br />STORAGE TIPE S <br />CONSTRUCTION TiPE If UNSPRIN~LED <br />ALLOWA8LE AREA 16eee SO FT <br />ACTUAL AREA 1120 SO F r <br />UNHEATED AND UN-AIR CONDITIONED <br />DRAFT STOP ~OT REOUIRED (LESS THAN 3eee SO FTl <br />TOilETS AVAILABLE AT ADJACENT POOL HOUSE <br /> <br />-- <br /> <br />23 <br /> <br />24 <br /> <br />25 <br /> <br />29 <br /> <br />30 <br /> <br />31 <br /> <br />32 <br /> <br />33 <br /> <br />26 <br /> <br />27 <br /> <br />28 <br /> <br />-----------, <br /> <br />, <br />of <br />I <br /> <br />. <br />~ <br />I <br />;., <br /> <br />I <br />1 <br />I <br />DENOTES 115 8AR iN I _ _ _ _ _, <br />CONC FILL.ED CELL I I <br />FROM FOOTING TO I I <br />I BOND BEAM : I <br />I <br />: ~~ I <br /> <br />~ THICKENED EDGE FO HiNG : : <br />I SEE WALL SECTION I: <br />I I <br />I I I <br />I '" I I <br />I 4' THICK R IN-FORCED 1 I <br />_ _ _ _ _ I CON.e SLAB WITH 6X6 I : <br />I I lalla WWF R FIBERMESH I I <br />I I SLAB TO H~VE STEEL I I <br />1 : TROfiELED FINISH WITH : \ <br />I I CUREI SEA I HARONER ~ I I <br />I I <br />I I I <br />I I '- I : <br />I I I I <br />I <br />I I 2' DEEP SAt/CUT I I <br />I I <br />: : CONTROL JOINTS : i I <br /> <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I ;-- I <br />I -- r----~-__ 4' THICK REINFORCED I : <br />I I CO~C $1 UiAU:: WITH I I <br />'~ : (3 x 8 T Hi ( KEN E. D f D GEl I <br />:~ I SIDEWAl TO HAVE BROOV. I I <br />1\1) I FIN ISH W THe U RE:I S E:A LI : ' I <br />I I HARDNG ______ I <? I <br />I I I N I <br />I I ____ I l.() I <br />I I ------_ t..... I <br />I I I ___... I <br />I , I I I <br /> <br />: r : :: <br /> <br />I ~ I I I <br />I I I I <br />I I I I <br />I j t I <br />I I I I <br />I I I \ <br />I I I I <br />I I ,I <br />I I I I <br />I I I I <br />I I 1 I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I 1 I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I \ <br />I <br />I 5' e' I 2e~a. I ~ -e' I <br />"-+- ~ -'--... +-l- _L '" ---='r-:---1'" <br />I I I <br />I I II I <br /> <br /> <br />! lu u -- - - - - - u - u_ iffiHiHH~frl ~~t i <br /> <br />~ ~,~9UTCl4S,~Et:oL.~ ri~JHo~Rg~DG \ ~ I <br />TO STREET SIDEWALl( SHALL SE: <br />LEYEL WITH STREET MiD SHALL <br />SLOPE UP NO GREATER THAN <br />1)2 PITCH <br /> <br />~ <br /> <br />, <br /><t <br />I <br />f<1 <br /> <br />. <br />(() <br />I <br /> <br />b1 <br /> <br />, <br /><S> <br />I <br />\0 <br /> <br />OPENING SCHEDULE <br />A- 3'-e'X7'-e'XI-3/4' IN.SULA-ED HOLLON CORE <br />MET Al DOOR 2a GA filTH 2'3 GA -iOLLOW <br />METAL FRAME:, DOOR TO HAVE: 1-112 PAIR <br />45'X45' BUTTS, NRP, USP, HOL.DOPEN/STCP EQ TO <br />GL YN~ JOH~SON 450 SHIES,4' ALU~ THRESHOLD <br />WEATHERSTR,PPING, lATCHSET E) TO KWiKSET NL2eexvS26D <br />AND PADLOCK HASP AND S-APlE WELD HASP Ar-W STAPLE TO <br />DOOR MiD FRAME INSTAL L DOOR ACCORDI i'iG r 0 MFG'S <br />SPECIFICA TIONS FOR NINDLOAD SHOWN ON <br />ROOF FRAMING PLAN <br /> <br />. <br />'t <br />I <br />;., <br /> <br />. <br /><t <br />I <br />Co <br /> <br />B- 3'-a"X7'.I:}'XI-J/4' INSJLATED HOLLOIV CORE: <br />MEHL DOOR 213 GA WITH 213 G,\ HOLLOtf <br />METAL FRAME DOOR TO HAVE 1-112 oAIR <br />4.S'X4 S' BUTTS, NRP, USP HOLDOPEN/STOP Ea TO <br />GL I'NN JOHNSON 450 SERIES,4' ALu~ "THRESHOLD <br />WEATHERSTRIPPIl\G, I.OCKSE:T fa TO KWiKStT fil.456 <br />'/, US26D INSTA LL DOOR ACCORDING TO MFG S <br />SPECIFICA TIONS FOR NINDLvAD SHOWN 010( <br />ROOF FRAMING PLAN <br />e- WINDOW 3'.a'X4'-e' DOu8LE HUNG <br />ALUMINUM fllNDOW WITH BRON.ZE FINISf1 <br />AND BRONZE fEMPERED GLASS INSTALL <br />IN ACCORDING NITH MFG'S INSTRuCTIONS FOR <br />WI~DLCAD SHOflN o,~ ROOF FRAMIKG PL.AN <br /> <br />, <br /><t <br />I <br />;r, <br /> <br />. , <br />IS) <S> <br />I I <br />\0 <C <br />IJ) <br /> <br />. <br /><t <br />I <br />;r, <br /> <br />EXTERIOR PAINT SCHEDuLE <br />STUCCO <br />PREP PER SHE~WIN WILLIAMS SW-38SW-22 <br />COATNITH Ot'{E COAT LOXON EXTERIOR ACI(I'!.iC PRIMER <br />131\AILS DRYl <br />COAT WITH TWO COATS EXTERIOR ACRHiC FLA T <br />( 5 ~.A I LSD R, l <br />EXPOSED MASONR, <br />PREP PER SHERWIN WI_lA'.AS 5#-585\"1-22 <br />COA T WITH ONe: COA T LO}(CN MASONRY PRI~ER <br />136 MILS DRYI <br />COAT WITH TWO COATS ELAS-OV.ERIC COALN':; <br />148MILS DRn <br />FERROUS METAL <br />PREP PER SHERt/I~ WILLIA~S SSPC-SP2 OR 5f{-12 <br />ONE: COAT ALL SURFACE E:NAMEL LATEX PR:MER <br />( UNLESS PRr:PRI~EDI <br />COATNITH TWO COATS A-lee EX7ERIO~' LATEX SAr:~ <br />113 MilS 01<'1'1 <br /> <br />. <br />of <br />I <br />Co <br /> <br />. <br /><t <br />I <br />;., <br /> <br />. <br />IS) <br />I <br />'b <br /> <br />, <br />'t <br />I <br />;r, <br /> <br />INTERIOR PAINTING <br />AS DIREC TED Sf 0 tmE R <br /> <br />. <br />IS) <br />I <br />~ <br /> <br />,..- <br /> <br />rlf2.f2.- S'p.f )VLffTi~;\J ) S J}-(1~'- <br />I \ iL 4,tY) L \ ( tin t.('L <br />C... ~\"\.f '--1 <...N IT r IT ~ '-- (Ir 1 <br />N )~ fA C t-)))i5 11-) PJ0f:.D ~vl\rY);'() <br />/)C ) \ /" ( D )- <br />'1'1 r\ t1f;v /1IV1V5 y"} Ll L"I ~( <br />'2 f.:(J 14.'( 11-1,,) l (L-S <br /> <br />CODE ANAL iSIS <br /> <br />,J4' <br /> <br />.__.~--- -------------------------l <br /> <br /> <br /> <br />~ <br /> <br />'~ <br />~~;.~~~~.:~~::=~. .~.~..~~:.~"~.~:::.:::~._:~::~~::::::.~~~':_~.4...~~1 <br /> <br />8'X8' PRECAST LllHELS <br />j WITH 115 OVER OPENINGS <br />~ - ~ -- -_.- -. . - - - <br />~ ~ __~~_. __ _~______________.:..;...J::~__ ___ <br />. _ A_ _ ____ ~____ ._______..___.__ <br /> <br />"t.., <br /> <br />~------ ---- ~- - - ~ \ <br /> <br />-------------------.- - - " - - --- ~:~-=-.:_--=---==~"" -_.=--.:-".:_~"==-=-.- -~..:::==-=:-::=-=--====-~---=-==--=:.~- --- ~-- <br />HOLLOW METAL DOORS AND FRAMES - STUCCO. <br />PAIN TED ' <br /> <br />RIGHT SIDE ELEVATION <br /> <br />SOLE 3/16'=I'-\}' <br /> <br /> <br />RIDGE yon <br /> <br />r- <br /> <br />. <br /> <br />r':ustomet- <br />~. <br />,",," <br />(",on'! <br />r i/ <br /> <br />ALL WORK SHAL <br />PREVAILING cOD~ScOMPLY WITll ALL <br />gg~~ NATIONAL Ei:f~~~DA BUILDING <br />F ZEPHYRHILLS OD1"\ CODE AND <br />;wINANCES <br /> <br />\LL \\ ,);\.:( S;L-'h..... '-.0,\" L Y \iITH AiL <br />":\E V AlLL'\G COD~S, FLORIDA BU1LD;)lC <br />CO:)[:, l'A 110NAL EL[CTRlC CODE At'\; <br />CI n OF ZEPHyrJ [LLS ORDJ}lAt'\CES <br /> <br />fc:{EVI\::\NEt1 <br />NOV 1 5 2004 <br />bw'j'-- <br /> <br /> <br /> <br />SHINGLE ROOFING <br /> <br />~~~ .~=::~.~~~~-~~~~~~,,:~~~~~~-=-~=::===-~~.~_.=-=:~.~-~~::,~-~=-~-~~~~~~~===:-==~=~-=~-:~----===---_._- - <br /> <br />WINDOW <br /> <br />B <br /> <br />LEFT SIDE <br /> <br />-1 <br /> <br />ELEV t\ TION <br /> <br />SCALE37i6;;'::e'--------.-------------------. <br /> <br />111 <br /> <br />''''1 <br /> <br />, Ii <br /> <br />lr:" <br /> <br />1 ~ <br /> <br />1 -., <br /> <br />1 n <br /> <br />, n <br /> <br />f""\, 1 <br /> <br />1''\ ^ <br /> <br />1'"\ 1'"\ <br /> <br />''Ii <br />C...Ustome," <br /> <br />"'ll <br />COD''/ <br />,- <br /> <br />fl:V. DESOiPTIO'J <br />~'f.tU <br />nM <br /> <br />STORAGE BUILDING FOR <br />OAK RUN APARTMENTS <br /> <br />OAK RUN DEVELOPMENf <br />ZEPHYRHILLS, FLORIDA <br /> <br />d-1:~ <br /><U~;/27J20<4 <br />"'l< l~ I <br /> <br />o F Z <br />A I A <br /> <br />fX:N^LD F. lJIJ-N, AJA <br />Nn1f TEe T <br />726 TfW:EWN::e aM <br />EYWIXN, FL 33611.6'2:36 <br />(813) eoo.S783 <br /> <br />~A...,4472 <br /> <br />A 1""'\ <br /> <br />"'"' A <br /> <br />" ,.... <br /> <br />" ", <br /> <br />....... -y <br /> <br />-- <br /> <br />-- <br /> <br />......... ..... <br /> <br />34 <br /> <br />( <br /> <br />[ <br /> <br />E <br /> <br />F <br /> <br />Z <br />.<[ <br />-I <br />Q- <br /> <br />( <br /> <br />r <br /> <br />z <br />o <br />t-- <br />.<[ <br />o <br />Z <br />) *0 <br />C~: <br />a <br />t_LM- <br /> <br />J <br /> <br />K <br /> <br />L <br /> <br />^ <br /> <br />f\ <br /> <br />c <br /> <br />p <br /> <br />G <br /> <br />'R <br /> <br />s <br /> <br />_jOATE T <br /> <br />u <br /> <br /> <br />v <br /> <br />-....~._.- <br /> <br />6-2}.a4 <br />HU <br />AtA 84 aa9 <br />-- <br />f1lIU{) <br /> <br />&0] <br /> <br />v <br /> <br />GUT ~ 1 <br />IF 2 <br />