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BIN A-6 PERMIT 3951
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BIN A-6 PERMIT 3951
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Last modified
10/14/2008 9:03:39 AM
Creation date
7/9/2008 9:54:03 AM
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Building Plans
Street #
37407
Location
LAUREL HAMMOCK DR
Contractor
RYMAN CONST
Building Plans - Permit #
3951
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<br />1~' 0" <br /> <br />110' 0" <br /> <br />LINTEL LOAD CHART ( t~" Dl:f:F eeCTION ) <br />CLeAR ~?AN CONCRl:tl: U LINTa. "POWER' ~iEa. "POWER" eTea. <br /> aox LINTS- <br />l' - ~" 4~!)1 PI..F ( UNFILLED) 1010 PLF 1...2 ~e65 PL.F <br />2' . 2" 34~5 PL1= ( UNFILLW ) ~2~ PL1= 1..2 ~!)3O PL.1= <br />2' - a" 2111 PLF ( UNFILLED ) ~29~ PLF L-2 &549 PLF <br />3' . 2" 2332 PLF ( UNFIL1.W ) 4SOa PLF L.2 4~13 PL.F <br />4'.0" 1835 PLl= ( UNFILLED ) 3~3~ PLF L.2 3~~9 PLF <br />4' _ ~" 1624 PL!' ( UNFILLl::O ) 31S4 PLl= L-2 3288 PLF <br />S' - 2" 2"3~ PLF .. 2146 PI..F L-2 .. 2864 PI..F ., <br />6' - 2" 2211 PLF .. me PLF 1..-2 .. 2400 PLF .. <br />" - 0" 1~8' PLl= II 2025 PLl= L.-2 .. 2114 PLF .. <br />e' - 0" \123 PLF .. \168 PLF L-2 .. 2213 PLF .. <br />~' .2" 14a~ PLF .. 1545 PLF L.2 .. 1~e4 PLF .. <br />10' - 0" 13S4 PlF .. 1414 PLF L-2 .. lel9 PLF .. <br /> --- <br />10' - e" 1211 PLl= .. 13ZS PLF l-2 .. 1110 PLF .. <br />II' - 2" 1200 PLl= .. 1230 PLF L-2 .. 1~29 PLF .. <br />12' - 0" 1109 PLF .. 1118 PLF IA .. 1515 PLF .. <br />\2' . e" 1044 PLF " 111~ PL1= L.2 .. 143~ PLF .. <br />I)' .4" 1)~8 PLF .. P 13e1 PLF L.2 .. e.L - 1 \3~4 PLF .. <br />t4'.0" 1321 PLI= .. P 1321 PLF IA .. eoL . I 12~9 PLF to <br />I~'. 0" 1\52 PLF .. P 1048 PLF (".2 .. e.L . I 1131 PLF .. <br />18'.0" 101~ PLF .. P a28 PL.F 1...2 .. ~1.. - 1 ~e.o PLF to <br />la' - a" 911 PL1= to P 110 PL1= L-2 .. e.1.. - I a~3 PLF .. <br />20' - 0" a16 PI..l= .. P 629 PLF L-2 .. e.L - I 184 PI..F .. <br />12' - 8" 189 PLF to P :'23 PLF 1..-2 .. e.L - I e.o6 PLF .. <br /> <br />DeL 2 X 12 ~ PINE eEAM <br />L WITH ONE LAYER V2" PLY <br />WOOD IN CENTER <br /> <br /> <br />..... . - ---- <br />-l( --------------------------------------- <br /> <br />CORNER eLOCl<: COLUMN <br />. " 4" A.l".l". Ol" PORC14 <br />WITH 12" WOOD eEAM . TOP. /I <br /> <br />l< (i) 5/MPSPN II~e1itw <br />S.rfLAP$ <br /> <br />CORNER eLOCi<. COLUMN <br />. ,. 4' A.F.F. OF Pr)RC,", <br />WITH 12' WOOD eEAM . TOP , <br /> <br />& (-iJ 5IMe~t>t_lIl~e,t 't> I <br />S{P-A r s <br /> <br />DeL 2 X t2 .2 PIN!! eEAM <br />WITH ONE LAYER V2" PI.Y <br />WOOD IN CENTER <br /> <br /> <br /> <br />POCKeT 6EAM INTO WOOD WALl. <br />ON DBL eruD PACK. eiRAP oAr <br />60TTOM WITH (1) 51MP50N L TT20e <br />ANCHOR AND eT!<Ap AT TOP <br />WtrI~ (I) 81MPOON L8rA24 STRAP <br />EACH elDE OF eruD PACK <br /> <br /> <br />-11 --------------------------------------- <br /> <br />,: <br />I <br /> <br />,: <br />I <br />,: <br />, <br /> <br />/: <br />I <br /> <br />I: <br />I <br /> <br />I: <br />I <br /> <br />I: <br />I <br /> <br />,: <br />I <br /> <br />,: <br />I <br /> <br />I: <br />I <br />I <br /> <br />I: <br />I <br /> <br />,: <br />I <br /> <br />I: <br />I <br /> <br />I: <br />, <br />,: <br />I <br /> <br />I: <br />I <br /> <br />,: <br />I <br />I: <br />I <br /> <br />I: <br />I <br />I <br /> <br />51MPOON MeHA).~/11.2~. OR eQUAl.. <br />I-lANaER eeCURED TO WALL ~(N(i <br />)/4' X ~' ANCHOR 60LT AT ALL <br />eEAM TO 6LOCl<: LOCATION8. eoLT <br />TO eE ~ Sf~' FROM EDGE OF BLOCK <br />WITH MINIMUM WOO P51 POURED CELL <br /> <br />e.IMPOON Mel-lA3.!MI.2~' OR EQUAL <br />I-lANaER eeCURED TO WALl ~INa <br />3/4' x e' ANCI-!OR eOl.T AT AU- <br />6EAM TO eLOCl<: LOCATIONG. eoLT <br />TO eE S 5((~' fROM fDal: OF eLOCK <br />WITH MINIMUM 3000 pel POURED CELL <br /> <br />OPTIONAl- PORC~ <br />PORCH eLAB 4' eeLOW <br />HOUe.E FINI5f.l FLOOR <br /> <br />OPTIONAl- PORC~ <br />PORCH el..AB 4" BELOW <br />HOW~E FiNleH FLOOR <br /> <br />o <br /> <br />() <br /> <br />-N <br /> <br />S! <br /> <br />1/4" <br /> <br />l' <br /> <br />0" <br /> <br />FLOOR PLAN 1/4" <br /> <br />l' <br /> <br />0" <br /> <br />FLOOR PLAN <br /> <br />... <br />- <br /> <br />- <br />.... <br /> <br />1~' 0" <br /> <br />110' 0" <br /> <br />.. - DENorl:G .S REeAR x CONT. PI..ACW IN aonOM COURe.e AND <br />!~' D~E? SEAM POURW e,OLID WITH 2S00 Pe,l CONCRETE. <br /> <br />CORNER eLOCl<: COLUMN. " 4' <br />A.F.F. WIT14 12" X 24" X 24' PAD <br />WITH (3) '5 REBAR EAC14 UJA Y <br />TIED TO REBAR IN COLUMN <br /> <br />COR.NER eLOCK COLUMN . " 4. <br />A.F.F. WIT14 12" X 24" X 24' PAD <br />WIT14 (3) .5 REBAR EAC14 UJA Y <br />TIED TO R.EBAR IN COLUMN <br /> <br />.. P - DENoreG Pf<E &rRE~e,ED U LINT!:1. WITH .S f<E6AR x CONT. <br />PI.ACED IN eonOM COURe.e . 16" DEE? SEAM POURED GOLlD <br />WITH 2&00 PGI CONCRl:te <br /> <br /> <br />:.. <br />I . <br />I <br />1.---- <br /> <br /> <br />NON 1..0AD aEARING &1..A6 EDGe <br /> <br />NON LOAD SeARINa e,I..Aa EDae <br /> <br />,. ----, <br /> <br />r---- <br /> <br />.. G - DeNOTI:G IN aonOM COURe.e . (6) - !; 1 I~" e.MOOTH e.TIRRU?e. <br />AT a" OC AT eACH eND IN A I~" DEEP SeAM POUf<ED ~OLID <br />WIT14 2S00 P&I CONCReTE <br /> <br />.a: <br />. I <br />I <br />----" <br /> <br />..: <br />.. I <br />I <br />_ _ _ _.I <br /> <br />i <br /> <br />ell x ell x 1~" KNOCK OUT BLOCK <br />TOP COAR~E WITH 1 "0 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODe <br />ell <br />~~/ <br />...... <br />. . . <br />'~ <br /> <br />t! <br /> <br />F'Of<CI-4 &LAa 4' BELOW <br />1-10U/?;E FINI/?;f.l FLOOR <br /> <br />o <br /> <br />() <br /> <br />PORCH &LAa 4" BELOW <br />1-10U~E FIN[~H FLOOR <br /> <br />t! <br /> <br /> <br />BOX ~TEEL LlNTEL~ OVER ALL WINDOW <br />AND DOOR OFENINGe, NO "5 REBAR <br />REQUIRE:D ON eEAMe UP TO 24'0" <br />WITH NO MORE THAN 606LBe PLF <br /> <br /> <br /> <br />[II] <br /> <br />OPTIONAL POWER 130X LINTEL DETAIL <br /> <br />REAR el.OCK WAU. 01= HOMe <br /> <br />ReAR aLOCK WALl. OF 1-l0Me <br /> <br />FOUNDA-fION PLAN <br /> <br />1/4" <br /> <br />- <br />- <br /> <br />l' 0" <br /> <br />l' 0" <br /> <br />1/4" <br /> <br />FOUNDATION PLAN <br /> <br />- <br />- <br /> <br />{ <br /> <br />e" x e" x 16" KNOCK OUT BLOCK <br />TOP COAR~E WITH I .S f..lORllONT AL <br />RI::BAR TIED TO ALL VERTICAL ROD5 <br />e'l <br />~~ <br /> <br /> <br />. ' . <br />'~ <br /> <br />.".~ <br />d <br /> <br />FILLED CELL (l'(P) <br />a' CMU WI 3000 PSI' <br />CONC , LINTEl.. WI <br />1 .5 ~ MIN. LAP 30' <br /> <br />eIMPe.ON M6HA3.S6fll.2!:>' HANGER . 3/t/A3O' ANCI40R 60LT !:> Sf~' FROM OF EDGE <br />OR EQUAL FILL ALL NA'L ~OLE& ~ I OF 6LOCK WALL WIT14 MIN. e.' EM6EDCED <br />TO 6EAM UJIT14 10D X I 1/2 TYPICAL 'N 3000 Fel CONCRETE GROUT <br />TRUes. NAIL& ,. <br /> <br /> <br />a" x a" x 161l KNOCK OUT BLOCK <br />OVER POWER eTEEL LINTEL6, WITf..l <br />I EACf..l *1;; REBAR IN TI-I16 COAf<6E <br />WI-IEN ~PAN OF LINTEL 16 OVER 12'4" <br /> <br />12 <br />5~ <br /> <br /> <br />61- 2 X 12 "2 PINE 6EAM WIT\4 ONE <br />LA 'fER 1/2' CDX IN CENTER <br /> <br />OPTIONAL POW~R oTt::t::L LINTEL DErAIL <br /> <br />13M/WALL CONN <br /> <br />{ <br /> <br />all x all x 16" KNOCK OUT BLOCK <br />TOP COAReE WITH 1 "5 HORIZONTAL <br />REl3AR TIED TO ALL VERTiCAL RODe <br />e" <br />~~/ <br />~...... <br />. ' . <br />'~ <br /> <br />OPTIONAL or ANDARD PRt::CAGr DETAIL <br /> <br /> <br />ARKAY ENaIN/!IE1<JNG INC. <br />eTRUCTURAI. ENGINEER~ <br /> <br />1/4" <br /> <br />- <br />- <br /> <br />1'0" <br /> <br />61DE ELEVATION <br /> <br /> <br />a" PRECA~T LINTEL BLOCK <br />OVER ALL OPENIN~~. I EACH <br />.5 REBAR IN THl5 COAReE WI-IEN <br />e,PAN OF LiNTE:L OVER 1;;'2" <br /> <br />THE CliENT UNDERer AND" Tl-iAT Tl-iE DEe.lc.NER CAF<RIEe NO LlA8ILJT'l' INWF<ANCe AND THEREfORE <br />AGREE~ TO HOLD HARMlEee., IOEMNiFY, AND DEFENO DEe.laNER FROM All CLAIMe, LOe.e.E& AND <br />EXPENe.Ee. (lNCLUDINa ReAe.ONA6LE ATTORNEY fEEeJ ARi51Nc. OUT OF OR RE8IJLTINa FF<OM THE <br />PROJECT, me DEe.laNER WILl. IN GOOD FA1Tl-l ATTEI"',PT TO FROVIDE ERROR FREE CONeTRUCTION <br />DRAWINue, BUT IN THe EvENT ERRORe. OCCUR THE DEelaNER WILL NOT ee LIA6LE FOR COM 01' <br />~EPAIRe. OR DELAY TO n-iS CONeTRUCTION <br /> <br />REAR ELEVATION <br /> <br />1/4" <br /> <br /> <br />RICl-4ARD L. KIOD5Y P,E. <br />FLORIDA l.ICeN~E NUM6ER 31Z~e. <br /> <br />II-lERBY CERTifY TI-lAT TI-lE~e PLAN~ AND e.PEC\FICAT10N~ <br />UiA~ PREPARW 6'1' Me OR UNDER MY DIf<ECr e.uF'~YIe.10N <br />Af<E IN COMPLIANCE WITH Tl-4e FLORIDA eUILDING coDe 2001 <br />FOR 1\0 MP~ ( 3 e.l:CONO GUM) WIND ZONE - ~O MPH MeTeeT <br />~PEED <br /> <br />- <br />- <br /> <br />I <br />~ i <br /> <br /> <br />o <br />r- tn <br />o Z <br />~ ~ <br />(,) tnw- <br />ZtnlJ)~ <br />~~~N~ <br />zQ.M~<( <br />~ ). M - <br />u;f.Jl~><O <br />woooLtffi <br />0.,,0': :?: <br />t5~~~~ <br />l1x>~o <br />~cn""M~ <br />;:>;:jON.J <br />>~UJlQct <br />~~~~~ <br /><tMQMW <br />CI:~ We <br />o Hi <br />e: ~ <br />o <br /> <br /> <br />~ <br />0 <br />& <br />'<{ <br />(j) <br />~ <br />G <br />~ <br />z <br />() <br />ii5 <br />~ <br /> 3 <br /> ~ <br /> " <br /> >- <br /> 11) <br /> Z <br /> 3 <br /> ~ <br /> ~ <br /> <br />...... <br /> <br />-:x <br />mU <br />~~ <br />0...0- <br />Z4. <br />::)Z <br />OCo <br />~t: <br />'<to- <br />00 <br /> <br />r- <br />~~ <br />~.,U <br />\'1"\ ~ * " <br />U:~8~ <br />~ - ~ <br />o ~~~:1 <br />~f 1~~~ <br />~~ -Ju.~~ <br />-e u. <br />ffimN <<0 <br />~ c $ 2 <br />- ~ '3 ~, <br />~ co d) 4:..\ <br />W.a' -~ <br />Q z_~o.. <br />~:5 ~ ~ U f <br />v. II) fm ~ ~ <br />(l ~L.- <br />'<( "" .9 V. <br /><ri~LL...J <br />:i 0-0 <br />~~~~ <br />~(Ld)~ <br /> <br />) <br /> <br />ill <br />~ <br /> <br />~ <br />~ <br />o <br /> <br />~ <br />N <br />() <br />~ <br />Q <br /> <br />N <br /> <br />~ <br />~ <br />g <br />~ <br /> <br />~n! <br />""" , <br />~ tj) ':t <br />~ j ~ <br />~ ~ ~~ <br />~ ~ ~~ <br />~ffi~~ <br />~ ~ ~~ <br />~ ~~~ <br />~ }till <br />~ ~ ~~ <br />~~ <br /> <br />Tor AL AREA <br /> <br />':"'\~ ... ",.. -r <br />j'oOJi, ~u, ,--' , <br /> <br />! ~ <br /> <br />Pc;J <br />1 OF :2 <br />ARKAY -1/P17 <br />
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