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BIJ'LDER~ OPTION <br />TO IlSE EITHER S,Ee.TION <br /> <br />-- <br /> <br />NOTE, FOR MASONRY WALLSI eARA6E DOOR TO BE 100MPH <br />RATED (MIN. 2SPSF POS/NEe DI^lP) INSTALL W 1/2"x 8" <br />"J" BOLTS W 1/8"{> HASHERS THRU 2"x b" P.T. VERTICALLY <br />EA. SIDE OF DOOR - ANCHORED INTO POURED e.ELLS. <br />SPACE MAX. 42" VERTle.ALL Y (OPTIONAL TO IlSE 1/2"x b" <br />STUD, SLEEVE OR HED6E ANe.HORS W 1/8"{> WASHERS) <br />ANe.HOR 2";< b" P.T. HEADER TO LINTEL W REDHEAD <br />TYPE ANe.HORS OR MASONRY NAILS. <br /> <br />= <br />C<l <br />.:;.: <br />-q- <br />r=-; <br />C> <br />r-- <br />C> <br />I <br />co <br />c::> <br />I <br />5 <br />c::> <br />C'< <br />-0 <br />~ <br />o <br />0:: <br /> <br />0' <br />~ <br />-a <br /> <br />BUILDER'S. OPTION: <br />NOTEI POHER STEEL LINTEL SYSTEM <br />INSTALL PER POHER0 STEEL C,ATAL06 <br />""FOR SPANS OVER :H'-O"l USE LINTEL <br />EN6lNEERED BY Mf6R (OPTIONAL fOR <br />REPLACEMENT OF MASONRY LINTELS) <br /> <br />ALL WORK SHALL COMPLY WITH ALL PREVAlUNG <br />CODES, STANDARD BUILDING, PLUMBING. <br />MECHANICAl., H.lC. AND CITY OF ZEPHYRHILLS <br />ORDlNAt:C~$. <br /> <br />I <br />U <br />u.J <br />0- <br />(/) <br />I <br />t- <br />a <br />~ <br />u.J <br />(/) <br />o <br />= <br />I <br /><.0 <br />-q- <br />C'< <br />I <br />Si <br />C) <br />---- <br />c:: <br />'2 <br />o <br />-a . <br />"" <br />~ <br />-a <br />a <br />C) <br />---- <br />= <br />~ <br />u <br />I <br />;::;-- <br />o <br />id <br />G: <br />"" <br /><= <br />.'2 <br />o <br />Vi <br /> <br /> ELEC, TRICAL LEGEND <br />( ) DUPLEX REe.EPT Ac.LE (6) AC-C.ENT LIGHT <br />( D ~~ 220V REC-EPT ACLES I ~ IFLUORESC-ENT LIGHT <br />(b SPLIT-HIR,ED REC.EPTACLE 0 TELEVISION OUTLET <br />dbHP HEA THERPROOF RECEP, " PHONE JAC.K <br />db6FC' GROUND FAULT INTERRlJPT f THREE-HAY SHITC.H <br /> ~ SINGLE SHITCH 8 SMOKE DETEC.TOR *' <br /> ~4 FOUR-HAY SH1TC.H 1-0- LIGHT FIXTURE <br /> @ REC.ESSED C.AN ~ DIMMER <br /> @ EYEBALL SPOT ~ VENT FAN <br />-@-VENTALllE ~ fLOODLI6+HS <br /> *' NOTE. SMOKE DElECTORS TO BE HARD HIRED <br /> AND INTERCONNECTED HlBA TTERY BACKUPS <br /> <br />16\ <br />'V <br /> <br />d) <br />I <br />d) <br /> <br />\) <br />\" <br />~ <br /> <br />o <br />I <br />9 <br /> <br />1- <br />-' <br />IT <br /> <br />~vNDAlI~N (r02J~\\T <br />~ lNd-J'J)i;' GN~:~ ~vtD <br />1~0A rJ ls f1r0 i-L1i..C/rz/C.. <br />V-~) tJt~~;ii.P <br /> <br />~ <br />d) <br /> <br />o <br />I <br />~ <br />II' <br /> <br />1- <br />.I <br />IT <br /> <br />N <br />I <br />Q <br /> <br />'t <br />I <br /> <br />9 I 'E3\ <br />'~ <br /> <br />-"B <br /> <br /> <br />o~:t' ~ <br />~~g ~ <br />o 4: ~ _x <br />-..JX (1:) <br />ll~~ lL <br />b Oz\,) 0 <br />~ ~~g X <br />1t irl [l ~ <br />:) ~:J1 <5"" <br />5\jl<{ x <br />@~lrl <C <br /> <br />o <br />I <br />:0 <br />II' <br /> <br />d) <br />I <br />N <br />o <br />I <br /> <br />~ <br /> <br /><;> <br />R <br /> <br />~ <br />, <br />o 't <br />I <br />{) <br /> <br />'t <br />-' <br /> <br /> <br />4'-2" <br /> <br />~ <br /> <br />I <br />2'-0" <br />r <br />I <br />I <br />I <br />I <br />I <br /> <br />11'-4" <br /> <br />. <br />(00 <br />oil) -' <br />r <br /> <br />'1'-4" <br />CEILIN6 <br /> <br /> <br />o <br />I <br />9 , <br /> <br />SD <br />r=:J <br />~ <br />Qption91 Moster l?oth <br />1/4" . 1'.0" <br /> <br />lL <br />~ <br />Il)= <br />NO <br />I <br />(1:) <br />4) <br /> <br /> <br />40'-0" <br /> <br />11'-4" <br /> <br />28'-8" <br /> <br />-~r <br />~ <br /> <br />(L <br />'- <br /> <br />4'-8" <br /> <br />10'-0" <br /> <br />\8'-4" <br /> <br />C)<) <br />"" III III <br />l= q~ <br />I- .fi). <br />_1'0') MASTER SUITE <br /> <br />S'-B" ~ <br />TEMPERjD <br />OBS, <br />4 1/2-30 <br />5 x 1 ROH QF 8"x8"x4"o8'-0"A F <br />6L, BLK. a3'-~ " AF,F. <br />I[@JI[QJJI[QJJ [QJJ [QJJ II m[QJJ I[QJJ I I 1-' I I I I I / <br /> <br />~~~~ - ~l /~ <br /> <br /> <br />~ 9 34" WALL HI .I ~ - <br />1~ '\ i!\ 'l'-o"GLASS ~ ,,\i) 3'-4" = <br /> <br />_, I 4'~8" ~2'-0f'F]9 ~ I / \ - <br />-r- 1 / \J.. - <br /> <br />r ~~ <br />~r5<,j : ~ <br />"0"-"'- lfI I <br />0'-4" <br />~. ______r <br /> <br />o <br />I <br />N <br /> <br />III <br /> <br />I <br /> <br />II II1II II )-111'/ I1I1III <br />Arq~ <br /> <br />REAR PORGH <br /> <br />o <br /> <br />14'-4" <br />I irl r <br />O~ I <br />i1J ~I <br />OX :':1 <br />10'-0" \ / ,.1'-4" , ~ \ <br />HP, \ (JJTt= ~~~~ I <br />"" IIIII II - "'\ IT T" ~ I <br />. 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W <br />- ~ <br />1-. <br />l- <br />I- <br />I- <br /> <br />'1'-4" <br />e.EllINe <br /> <br />~ HIe. P~e.ES9 <br />IHIP.D. ~ TAIRSI <br />l_ 4_S~ _~~! J <br /> <br />~ <br />I <br />N <br /> <br />. <br />'t <br />I <br />~ <br />('() <br /> <br />3'-11" <br /> <br />.6 <br />o8'-d)"AFF <br />c'- <br /> <br />-<)- <br />''''-,~ <br />\ <br /> <br />~lllllLt <br />-LTILEL.I <br />Ah 3, ~ 3~~;~~; <br /> <br />II 111 I TRANSOM I I / <br />II _ <br /> <br /> <br />..6 L - <br />ei8'-d:>"AFF <br />( &'-<1" c 2'-10" ; <br /> <br />~=€= <br /> <br />- <br /> <br />-.. <br />- <br />- <br />~ <br />I- <br />- <br />I- <br /> <br />- <br />1-- <br />l- <br />I- <br />I- <br />- <br />l- <br />I- <br />I-- <br />l- <br />I- <br /> <br />~I--- <br />1- <br />I <br />~ <br /> <br />6AR.A.6E <br /> <br />2'-6" <br /> <br />18'~8" <br />I ~:::-.J <br />d) <br />I <br /><;[ <br /> <br />l- <br />I-- <br />I-- <br />I-- <br />~~ <br />l- <br />I- <br />-. <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br /> <br />/1111 <br /> <br />It :P <br />F;Y~ <br />=€ <br /> <br />- <br /> <br />LIVING ROOM <br /> <br />~~REe.. FOR OPT.~ <br />eARA6E DO jR OPENER <br /> <br />- <br />- <br /> <br />db <br />IIIIII11 <br /> <br />b'-6" <br />-^=- <br /> <br />TFRONT PORCH <br />CENTER HINDOH5 <br />Ol BET. COLS, fOl Ol <br /> <br /> <br />t; '-4' t S'-2" t"~~, <br /> <br />- <br />- <br />- <br /> <br />R~ll= <br />5'-~ ~ 8" I '-4" I <br />'- 1"- <br />---- <br /> <br />f)Ox &O,H. <br />100MPH RATING <br /> <br />=~ <br />TI~ <br />L~f <br /> <br />20'-0" <br /> <br />ePx &O,H. trrI <br />'OOMPH RATING J)e) 1 <br /> <br />8'-0" ./ 1'-4" <br />~ 20'-0" <br /> <br />-~j <br /> <br />5'-2" <br /> <br />8'-0" <br /> <br />40'-0" <br /> <br />floor PIon <br />1/4" . 1'-0" <br /> <br /> <br />61(< 1 Llf\ 123 be (~{ersu{ <br /> <br /> <br />~ <br /> <br />6~ Lor~67 <br /> <br />- <br /> <br />c <br /> <br />, ~- <br />/ <br />I <br /> <br /> Plans Desl9"ed aid Engineered In '\ <br /> A~c.ordonc.e Hith 1<1<11 SBC EdltlOf'l <br /> 100t1PH HIND <br /> DESIGN LOADS, Mlc.hoel A. Roblnsof\ PE, <br />AREAS: HIND. I OOMPH fL 28311 <br /> RoOF, LL 20~f MIN. <br />LIVING 1/581 DL IOPSF M1N, <br />. GARAGE SLAB 100PSF MIN. <br />GARAGE 426 LIVINcS AREA, <br />FRONT PORCH 120 LL 40PSF <br />DL ISPSF t!Q.lE , <br /> - <br />REAR PORCH 113 cSARA0E DOOR DESlcSN THIS PLAN SET COMPLIES HITH <br />ALL HIND RESISTANCE PROVISIONS <br />TOT AL: HIND PRESSURE (DHP) I OF THE STD. BUILDING CODE AS <br />2/240 POS./NEcS. 2SPSF \ ADOPTED BY C.OUNTY Of RESIDENC.E./ <br /> ....... <br /> <br />.- ,- '-.--'-'-...-'- ...--.---- <br /> <br />~2 <br />~~ <br />~I~ <br />~n~ <br />~~~ <br />~~~ <br />~~~ <br />s:1O~ <br />~~~ <br />~~~ <br />~~~ <br />-ffi\l5 <br />i~~ <br />~IX <br />wHJ <br />\D~z <br />ffia:~ <br />a~~~ <br />.~ <br />~~ <br /> <br />/~ REVISIONS BY " <br /> <br /> <br />~~ <br />~ <br />~~D <br />~;~ <br />~~~ <br />~~I!) <br />~~~ <br />'-fooD <br /> <br />~~~ <br />~~~ <br />~~I <br />~~~ <br />~~~ <br />>JIwi= <br />~f-~ <br />~g.. <br />i='!>JI <br />~@~ <br />~_w <br />~lOa <br />~~~ <br />l(\!l~ <br /> <br />la~~ <br />~~ <br />\!:(x: <br />z0~ <br />~~- <br />~~~ <br />foo~~ <br />~~~ <br />~~~ <br />:~i <br />~~~ <br /> <br /> <br />~ <br /> <br />Z <br />I- <br />xli.. <br />00( <br />5~ <br />li., D. <br />1: <br /> <br />~ ~ <br /> <br />. . <br /> <br />\.... <br />() <br />LL <br />E <br />() <br />-W <br />U) <br />:J <br />\) <br /> <br />~ <br />o <br /> <br />> <br />U) <br />.Y- <br />O <br />Cy <br />\.... <br />~ <br />> <br /> <br />.- <br /> <br />\f) <br /> <br />^ ..t <br />11'-4" 28'-8" \...2f <br /> <br /> <br />,~l '0'-0" _ r-_I>~B~____ ~___"'-~___~__~'-2'~__ .,___,~'-2"____t <br /> <br />FI (J)!!{ _ _ _ _ _ _ _ _ _ _ _ _ _lJJF (J) (1)1 I I I I I I I(I)F - =R Fli I <br />~ IIil - - - - - - - - - - - - -, r - - - - - - - - - r - - - - - - - - p- - - "(t\\ - -rr - - - - - - - -, I <br />; I i I j I 1",-[0.// = : I <br /> <br />I II &~O~ I ~ I I <br />I ,I I L.'_4" 4'~0" I I <br />I ii) I - t.1 i <br />I II ~ I DROP SHOHER 4" r;' I I <br />I I I I 4" THK, e.ONCRETE SLAB-ON GRADE - ~ L-, .l- I <br />L '-~ I 10'-0" 1'-4"1 (MIN, 2.500P51) Wb x b HI.4 x HI.4 b I <br />I ,I I HIRE MESH OVER MIN. b MIL VISQUEEN J ;- ~ tl <br />I \ I ON e.LEAN, TREATED FILL, COMPACTED - \ I <br />I III . ._' .:1 TO MIN. 2.500PSF. (FIBER MESH OPTIONAL) '-- ~ (ill <br />~~ ~ (FOUNDATION PLAN IS VALID AS SHOHN UNLESS !!J <br />I I ~_J' I ADDITIONAL FOUNDA liON REQUIREMENTS ARE F I <br />: (J)~ L - - [J)1r----~r~'F(I) I INDIe.ATED IN SOILS lEST REPORT) I <br /> <br />~ r---P- ------- r--J I <br />-{If I I <br />I I I <br />I I ~ NOTES, I <br />I I i- I, F 1!1 = FOOTINe DOHEL 4 POURED e.ELL WI #5 FROM SLAB TO I <br />BOND BEAM. DOHELS HAVE STO. 'Wo-IO" LG. HOOK - MIN. EMBED. I <br />I I ~" INTO 8" FOOTIN$ AND b" IN ALL OTHERS. DOHELS SHALL LAP I <br />I t - - 11 VERTIe.AL WALL ~INFORC.EMENT t-1IN. 25" I <br />I I . II 2. 0 = POURED CELL HlI #5 FROM SLAB TO BOND BEAM F I <br />I H ~ u. 11- 1!1 <br />- ~ (DOES NOT REQUIRE FOOTINe DOHEL) 11 ~ <br />~ f. t _ _ ~ ~ i<I 3, FOUNDATION e.ONTRACTOR TO VERIFY REINFORCEMENT LOe.ATI,Qlli2 II I <br />I ~ I t I NEAR OPENINGS G-LEAR OPENINGS (VERIFY HlFLOOR-FDN PLANS) II I <br />~ <br />I - I 4. SHEARWALLS FOR SIDE AND ENDWALLS e.ONFORl'-1 TO t-1IN. DESIGN I II I <br />- REQUIREMENTS OF 1<=\'11 SBC AND TO PROVISIONS OF THE lJJ ~ <br />I I NATIONAL C.ONe.RgTE MASONRY A~q.rl(;.. SPEC.IFIC.ATION AND ACI I I <br />I = I 530 (BUILDINe e.ODE REQUIREMENTS FOR MASONRY STRUCTURES) I <br />I - I lin <br />I-I III <br />I-I III <br />I -. I NOH:, fOUNDATION CONTRAC.TOR TO VERIFY I II <br />I - I STEEL REINFORCEMENT LOCATIONS NEAR HINDOHS IWJ <br />I '- I I D,H:I iF II -'1 C.LEAR HINDOH OPENINes (VERIFY W FLOOR I ~ I <br />1 - I I 1 I LOcJlZ-o.J I I I <br />r~ I L_-.JL::--:::L I I <br />I f I r- - - II - - 'I ~ ~ DRYER VENT I I <br />1'-5" 11'-0" I..... II I I ( ct. \1 NOTE, PLUMBER TO VERIFY (FIELD ROUTE) I I <br />L ~ I f- I X LOe.ATION of FIXTURES I <br />r Tf Ii-I ;)RYER IIHASHER I I ~ 1 I I <br />I II I ~ L. - - .JL -- _.J I ~ I 1\ ___--., I I <br />, II I I iJ'\ I ( ) (I" 0) FIELD ROUTE I I <br />i ;1 I L I ~ \\....., ,.I/Ll DRAIN I <br />j J. I T J L ~ -v nt' ~ " _.... I I <br />L.~ I 21'-11" __ J 2'-1"~: 2'-11" 4'-5" I 1L \. 8'-2" I: <br />I II I \ H/H / r ~. I I <br />L' !I,I I, FIELD ROUTE "- - r.. ~'~ I, ~ I <br />Jb AHU DRAIN ~ I <br />r ~ I 12'-4" \ 1'-0" I ~ <br />I I ~ I <br />I I ~ I <br />I I \t/ I <br />: : ~~~~'~~~~~.~\~~: B1[;~~T~~~S &~ / \ : <br />I 1 (INe.REASE STRAP C.APAe.ITY AS REQ'D 2,); TPJJSS :riG ~ I <br />I I DRAHIN$ - 2 STRAPS MAX q'=A, LOe.A1.l.QW. '-" I <br /> <br />t' I BUILDER TO VERIFY DIMENSIONS FOB I r \.\/ 1'..... I <br />I I LOCATION OF GIRDER TRU95E;, 1/ 0 ~ I <br />'I HITH FINAL TRUSS ENGINEERIN6 DRAy'W~ ~ '\'\ 12 I <br />I I l1 I F <br />I I ( I I!] <br />I I I <br />I I I <br />I I I <br /> <br />I L________________ --------, I <br /> <br />I (I]F \:= = = = ::::I[JJF f[J)\:= - - - ::J _ T-~/// f--E (I) I I <br /> <br />tj~~:~, 't~,-q,,-r----1-- -- ~., ~ i ! <br /> <br />11 1""-8" \'-4" I <br />~ '-, I <./ .. '- I I <br />I I I I I I,L <br />1 1\ F F F I I _____ I W <br />1 @f- - - - -=- -- - ~ - -~ ~ - -- - - - - - - - - -~ -.,.. - - - --=- - - - -- - - ~ (I] ~ .:::: .:::: .:::: .::: .:::: .:::: .::: .:::: =- [(I] [J)j- -=- -=- -=- -= -=- - - - - ~ ct: I r--'.... <br /> <br />-TF FI - IF Fl - - F Fr- <br /> <br />:- B'-O' ~~ B'-O. "-4-Lt <br />~ 20'-0" <br />40'-0" <br />./e. <br />~ <br /> <br />34" HALL W <br />6LASS ENC-L, <br />ABOVE <br /> <br />-Wi <br />C <br />() <br />E <br />~ <br />U) <br />() <br />it <br />~ <br />..c <br />l- <br /> <br />z <br />O. <br />~U <br />:JZ <br /><:1-1 <br />Q~ <br />~lf) <br />~~ <br />QO <br />~~ <br />o <br />o <br /> <br />REV1~D 11/101'18 <br /> <br />DRAHN BY <br /> <br />DoS.F. <br />C.HEC.KED BY <br />F.H.F. <br />DATE <br />1/11/2001 <br />sc..ALE <br />AS NOTED <br />JOB No, <br />GMI-246 <br />SHEET <br /> <br />Of <br /> <br />2 <br /> <br /> <br />!() <br />WIT <br />~2 <br /><J'\!() <br />el!() <br />Q..J <br />XLL <br /> <br /> <br />~'B <br />LL_~ <br />LLN <br />0'" <br /> <br />r <br />r-.I1 <br />?\ <br />I <br />o <br />n <br /> <br />~ <br />E <br />() <br />I <br /> <br />c <br />o <br />Q. <br /> <br />\J <br /> <br />~ <br /> <br />\.... <br />() <br />() <br />lL <br /> <br />SHEETS <br />