Laserfiche WebLink
c <br />c <br />d <br />T-8" 3,_58„ 2, 6$Olt <br />'HB+ <br />I <br />MIMI <br />T-20" 2'-93" a,_n„ PI -All <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />■ ■ ■ ■ <br />• <br />■ ■ <br />"; `\ ......_\ r _ _;y.... . <br />� dl1� lij � � <br />" ■ ■ ■ ■ 1 �� <br />_ ._.._.._. ... <br />1 1 <br />■ ■ <br />............. <br />\ , 17'-28 <br />2'-9" 2'-8" -11511 <br />I f -i! <br />\\\ <br />\ \ <br />I I I F, <br />II i <br />I <br />it <br />■' '- <br />I I j <br />t_ I <br />Ile0-0 <br />\ <br />t1} <br />N <br />;■ <br />HVAC CHASE \ \ \ <br />IBASED ON <br />II 1 ; . <br />L <br />1 j I <br />It <br />c> <br />LOCATION \\\ <br />3 y <br />° <br />10'-10$" <br />CJ <br />HU <br />C, N <br />CJ — CJ <br />2'-6"x2-6"x1'-0" <br />I ; <br />W/ (3) #5'S E.W. 7„ <br />17'-5g <br />1 <br />36'-6$' <br />TYP @ 1 <br />■ : � I:. <br />:::: •... '. '. ::::::::::: <br />� '. <br />i.. Flo <br />:::..: <br />STORY U.N.O. <br />• I — — .. 0,_O„ <br />r::::::: <br />r <br />00 <br />U) <br />ih <br />... <br />:: ::: <br />G ............................... : <br />..: <br />::::'::::::::::::::1::::. ' ■ <br />I <br />.................. <br />■ ■ <br />S3 I' <br />:. <br />- <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONC./ PAVER TO BE 4" <br />■ . HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />8 4'-8" <br />2 6 x2-6"x1'-0" PROVIDE Y2" x 9" <br />C l <br />L o0 <br />-3 1/2" <br />MIL VISQUEEN VAPOR BARRIER <br />16-118" 8'-6 <br />RECESS FOR FRT. DOOR <br />I <br />`f <br />SLOPE I <br />S3 ;t <br />iv <br />CO <br />-31/2" <br />0 <br />o <br />I <br />J <br />o <br />LO <br />- - I- - - <br />t <br />■ <br />I ■ <br />I <br />I CJ <br />PROVIDE 1 y" RECESS D W Ill I <br />— — <br />I III III ' ' <br />FOR SGD. REFER TOW.H.// <br />■ I <br />K <br />CC <br />CC <br />I <br />S3 <br />MASON'S SLOPE FOR IN 111-�= =-1-111� <br />S3 <br />S3 <br />or2'-6"x 2'-6" x 1'-0"STEPS <br />AS <br />; I WIDTH 1111W/ <br />3 #5'S E.W. <br />( ) <br />i� <br />REQUIRED <br />PER FIELD <br />I I I II r - �IIIY I ; <br />7 -5' <br />7 -1" <br />5'-8" <br />-0" <br />CONDIITIQNS <br />4'-0' <br />; I III JIII • <br />L = _ - <br />20'-6' <br />6'-8" <br />1'-4" <br />A. <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONIC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I I <br />LC _� - - - J <br />I <br />TYP @ ALL PLACES SHOWN <br />I KITCHEN ISLAND : ; <br />K <br />BUILDER TO PROVIDE <br />J <br />E <br />HOOKED FTG. DOWELS 5" EMBED I �- <br />11 LOW WALLS <br />S3 <br />APPLIANCE PROTECTION I <br />S3 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 0) <br />I <br />CHASE TO <br />WHEN REQUIRED PER FBC <br />■ : - STEEL" - <br />- I ISLAND <br />- <br />i <br />-{- CJ <br />I 1 <br />-t CJ I <br />� <br />t0 <br />I <br />Z7) <br />� <br />; I I <br />I <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />I I <br />�--�-¢� - _�.I <br />� <br />F - <br />P <br />SLOPE I <br />01-01& <br />___-�+� <br />i OPT. �V i OPT. D <br />-31/2" <br />I <br />I <br />L�J <br />1 <br />20'-112' <br />L — — — — J 5 I. <br />4'-6g" <br />1 <br />N <br />.................................. <br />... <br />...... ....................... <br />FV <br />T-50" 1 2' <br />A TYP @ 1 STORY <br />S3 <br />U.N.O. <br />6'-0" <br />M <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />I <br />H.B.+ <br />T-1 <br />kwel <br />8'-0" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />z <br />W J <br />U <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.'_ •' <br />'�_ <br />REINF. SEE FND. FOR <br />_�:.; <br />;;:•;. <br />QUANTITY <br />•' <br />#5 X 25" X 25" CORNER <br />�' <br />BAR ONE FOR EA. <br />' • ' <br />•. <br />HORIZ. REBAR, TYP. <br />'�. <br />•�• <br />U.N.O. <br />• <br />; �; ,; �'; <br />'�_ <br />lternate: <br />The reinf. bars shall be <br />�r•:.:; �;:•;;�;;•;. �;;•;. <br />�;: <br />cont. around corner by cold <br />•;. <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />Q <br />I� <br />\ <br />l <br />�ryQ <br />� C <br />o <br />z <br />Q <br />J (7 <br />d N <br />Wt,l <br />z <br />� � o <br />LL <br />Vi Y <br />OLU <br />to C 0 <br />o <br />--I <br />U 0° <br />w rn <br />12 E <br />8 <br />_ 0 <br />Q m <br />sm <br />N N <br />�10 <br />Z :N 'og'Nt's� o w z <br />� H;WAX- <br />W a <br />a � w <br />�27 •¢� <br />((Ly <br />�* <br />F E 5 ``o00 <br />o <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />O <br />M <br />J <br />Zo <br />w <br />ZzZ <br />¢ <br />� <br />(L <br />Q o <br />m <br />Z O <br />00 <br />Z <br /><� <br />od <br />(6 <br />Q. <br />XO <br />o¢ <br />0OU <br />o� <br />z <br />CD¢o <br />< I <br />Z. <br />Wz <br />M �j <br />W <br />C <br />C <br />oY <br />NO <br />°zz <br />Y <br />MEN <br />Cl) 3 <br />2 <br />CL <br />0w <br />°LL <br />go <br />a <br />�w <br />oW <br />3 <br />o <br />C.p <br />w� <br />>O <br />a r <br />0�3 <br />cF <br />Z. <br />�O <br />0 <br />> C'7 <br />^L, <br />W <br />O <br />0 <br />LJ.. <br />O <br />> <br />N <br />.� <br />r <br />Ln <br />� :0 <br />(0 o <br />r <br />Lo <br />4 N <br />T <br />a; <br />m <br />T <br />O M c` <br />0 <br />o <br />Z <br />Z <br />C <br />vi <br />�' <br />Ecc 76 <br />m <br />C <br />d <br />U J <br />JOB <br />NO: 19-5891 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />