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<br /> <br />I <br /> <br />2" <br /> <br />J13" VTR <br /> <br />I <br />I <br />I <br />I <br /> <br />TUB I <br />I <br />I <br />3" <br /> <br />~ 2" VTR <br /> <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br /> <br />TO SANITARY <br />SEWER <br /> <br />PLUMBING RISER <br /> <br />N.T.S <br /> <br />L <br /> <br />C.O. <br /> <br />~ 3" VTR <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />PLUMBING NOTES: <br /> <br />ORDINANCE 604.4 OF FPC (2001)-APPENDIX <br />"J" TO STANDARD PLUMBING CODE. <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WALL MOUNT WATER CLOSET VOLUME <br />3.5 GALLONS <br />3. WATER - FLOW RATE. <br />PUBLIC FACILITIES <br />PRIVATE FACILITIES <br />SHOWER HEADS <br /> <br />0.5 G.P.M. <br />2.2 G.P.M. <br />2.5 G.P.M. <br /> <br />VTR LOCATIONS ARE APPROXIMATE <br />AND MAY CHANGE DUE TO JOBSITE <br />CONDITlO;\JS <br /> <br />NOTE: <br />ALL CONTROL JOINTS <br />MUST BE SAW CUT AS SHOWN <br />OR PER ASTM STANDARDS WITHIN <br />24 HOURS AFTER CONCRETE PLACEMENT. <br /> <br />PROPERTY LINE <br />SET BACK REQUIREMENTS <br /> <br />FRONT: 20' MIN. <br />REAR: 10' MIN. <br />SIDES: 5' MIN. <br /> <br />q <br />CtJ <br />q- <br /> <br />5> <br />r-- <br /> <br />~ <br />r-- <br /> <br />o <br />~ <br />(") <br /> <br />o <br />~ <br />(0 <br /> <br />~ <br />I.!) <br /> <br />o <br />~ <br />01 <br /> <br />o <br />~ <br />01 <br /> <br />5> <br />(") <br /> <br />~ <br />r-- <br /> <br />14'-0" <br /> <br />3'-4" <br /> <br />5'-2" <br /> <br />'1 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />r------------------------- <br /> <br />I <br /> <br />11'-10" <br /> <br />(10\ <br />\gJ <br /> <br />19'-1" <br /> <br />LAV <br /> <br />,-, <br />1 \ <br />I I <br />\ 1 <br />'-'" <br />r'---.-, <br />I I <br />l-____..J <br />----== ===========,~" ~ <br /> <br />.......- ...... <br />1/ '\ <br />'WIl'\\ <br />" 1 <br />'.... ,~ <br /> <br />2'.6" <br /> <br />(1\ <br />\g) <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />: DRAINLlNE <br />.: UNDER SLAB <br /> <br />---~------------------------ <br />---~------------------------ <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />1 <br />S1 <br /> <br />. <br /> <br />. <br /> <br />4'-0" <br /> <br />7'-0" <br /> <br />15'-0" <br /> <br />3'.4" <br /> <br />---r- -,--- <br /> <br />~ <br />en <br />.--i <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> I <br />I <br />I <br />I I <br /> z <br /> 0;:> <br /> (") <br /> (") <br /> <br />O? <br />CtJ <br />N <br /> <br />----1----1--- <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I . <br />~--_.~'" <br /> <br />~ <br /> <br />. <br /> <br />. <br /> <br />I <br /> <br />40'-0" <br /> <br />10'-0" <br /> <br />2'-10' <br /> <br />8'-8" <br /> <br />::cco <br />g5 <br />STEP DOWN 3.5" a. 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FACE OF BLOCK <br />INTO GARAGE. USE 2x8 <br />, BETWEEN WALLS AND 2x6 <br />I BEHIND WITH 6" PAST EA. 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I <br />.--i JOINT ~ , <br /> <br />f---- ------ ----r-----------i--- <br /> <br />"? <br />(0 <br /> <br />~ <br />r-- <br /> <br />f\€.\..O <br />f\\..€. &. <br /> <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FlORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND / <br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). / <br /> <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED. <br /> <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br /> <br />" . \ 0 ')" C ii/;lL Cu:' :PL Y W111-1 ALL <br />:,;~~ ':LLi~~.)CODES. FLORIDA BU1LDING <br />~~[)~~ :\.~ Tl0~AL ELECTRlC e<;D~ Ac'\T <br />ern OF ZEPHYT'J ULLS ORDINAc'\CES <br /> <br />(/) <br />-I <br />---l <br /> <br />- <br /> <br />:r: <br /> <br />>-~ <br />0:::- <br />0> <br />1-1- <br />z(/) <br />LULU <br />>0::: <br />zO <br />-~ <br />~O <br />I'- <br />~~ <br />~O <br />00 <br />l---l <br />~co <br />II'- <br />~~ <br />~I- <br />LOO <br />~---l <br /> <br /> <br />z <br />o. <br />-0 <br />~~ <br />(iaJ <br /><cW <br />c~ <br />-0 <br />~J: <br />0(1) <br />...JI- <br />L1.(I) <br />...J W ( <br />~ ~ ~ <br />I- Z l <br />Z CI! <br />UJ 0: <br />u (,Q ( <br /> <br /> 0: a.: <br /> a:: <br /> (Y) l.J.J L.U 0 <br /> Z U <br /> z <br /> 0 () <( w <br /> ~ :::!: <br /> 0 <br /> 0 >- J: <br /> .- Z Ul <br /> <( <br /> N :J <br /> 0 ~ :::!: <br /> 0 0 <br /> 0 Z L.U 0: <br /> U Ll.. <br /> :J I- <br /> et: .- o z <br /> o L.U <br /> I 0:<1) <br /> 0 Cl. Z <br /> W 0 <br /> (!J a:: u <br /> LL w z <br /> Cl:lw <br />W >< I- ~ <br /> 0:: o - <br />~ z a:: . <br />0 >- >- 3: ~ <br /><( <( w C <br />Z 0... :::!: J: < <br /> Z I- C <br />Z 0 :) 5 ;; <br /> Cl.OC <br />::5 () UlJ:t <br /> - I- . <br /> J: - L- <br />a.. 1-3:( <br />HEET NO. n <br /> a <br /> c <br /> 2 <. <br /> u <br /> '" <br /> "" <br /> c <br /> OF ::r <br /> 4 '!. <br /> LI <br /> C <br /> C <br /> c- <br />LAST PLOT DATE ~ <br />June 21, 2005 <br /> FDN. (MONO) <br /> DE #250991 <br /> <br />~r'~' ':;..r- "'-I'~'" <br /><J ~ 'i' '-', v, ;~' \ " " <br />'__ ____ ,- . - - ~)/.,l ' ~) <br />. ,..., .: " ::>..., ~... " ;: ( / c,..rv- r <br />. "_ Af n..)'"D '. ..f) 'fb~., ., .\_") <br />aUil\LL~"LU 1: <br /> <br />ON FILE <br />