Laserfiche WebLink
1 <br />L I11 I , 1 1 I , _ L i r �.•.,_ _,� — - ., .,m-.newer _ m".r _ 1 r u■ _ = r _ _ L_1 , i <br />J" <br />ti, <br />A <br />H. B S3 TYP @ 1 STORY <br />t I U.N.O. <br />■ ■ ■ ■ <br />• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • <br />■ <br />• .• • • • •� -" • • • • •� i fJ • •• • • • • • • • <br />■ <br />• <br />■ ■ ■ ■ I <br />• • • • • • • • • • • • • • • • • • • . /• • •• • • • — — — • • • •• i�-y • • • • • • • ••x� <br />■ ■ <br />• • • • • <br />0 <br />LO <br />17,_2„ <br />-11"II <br />- <br />- - - - - - - -11 I N <br />I <br />in <br />:7 2,_9„ 2•_8„ <br />r�11 I <br />` <br />� I <br />It <br />IIL <br />It I <br />JI <br />SO,-011 <br />I <br />= <br />ih <br />HVAC CHASE `� \ I <br />I BASED ON �`� �� <br />LOCATION <br />II l: <br />IL J <br />s s j I N <br />e t�} f <br />I <br />o <br />t f <br />�cj <br />HU--C <br />J <br />; <br />1 <br />2'-6"x2-6"x1'-0" <br />Cn <br />' W/ (3) #5'S E.W. 17'-5$" I <br />T1. <br />36'-6j" I .. <br />TYP @ 1 <br />STORY U.N.O. <br />■ :: I:: :::: <br />S <br />...... : ' .. ::::::::::: : <br />I. ' : '. <br />::: � <br />: I — 0,-0,14) <br />T� <br />............ <br />.. <br />r <br />—h <br />'. '. '. '. '. '. '.:::' <br />I' <br />. <br />I .:::::::::.:::::::::.. :::::: <br />.I <br />::::::::::::::::::: :::. <br />■ <br />I <br />.... <br />■ ■ <br />' S3 <br />;■ <br />I 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 />I <br />r — — <br />I 71 1�•• I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />4 -8" <br />'PROVIDE �2' x 9" <br />N <br />L N <br />1 � <br />s MIL VISQUEEN VAPOR BARRIER <br />I <br />W! (3)) # #5'SS E.W.E.RECESS FOR FRT. DOOR 1 <br />W/ <br />� <br />S3 <br />-31/2" <br />16'-1'I ' 8'-6j" <br />S -31/2" <br />SLOPE) <br />T <br />S3 <br />-- --�r '. <br />- - - - - - - <br />7 ■ <br />— <br />— — — <br />- <br />o <br />c <br />�O <br />■ <br />TL <br />CJ I III II-� <br />( PROVIDE 1 Y" RECESS 11 D.W. 11 <br />.3, <br />— — <br />I I <br />1 FOR SGD. REFER TO ,� I I I L — — Jp �^H.i <br />■ I <br />K <br />CC <br />■ <br />CC <br />I <br />= <br />7 <br />MASON'S SLOPE FOR I �' I i I I <br />�1I� <br />: <br />S3 <br />I S3 <br />T 2'-6" x 2'-6" x 1'-0" <br />S3 <br />STEPS AS <br />REQUIRED <br />I1�r <br />1 I I II L 1 :: <br />j1I 3 <br />�- W/ (3) #5'S E.W. <br />PER FIELD <br />- <br />: ( I 1111 r ,Mlx 1:: <br />7'-5" <br />7'-1" <br />CONDJT�QNS <br />IIIILL =Jj1� <br />20'-6' <br />7'-0" <br />'-0" <br />INDICATES FILLED CELL w/ 3000 PSI <br />1 CONC. GROUT FROM FT. TO BEAM <br />I W/ (1) #5 REBAR VERT ABOVE SLAB <br />I I I I <br />LC <br />I <br />i� <br />TYP @ ALL PLACES SHOWN <br />I I KITCHEN ISLAND <br />K <br />BUILDER TO PROVIDEOP <br />I <br />I <br />LOW WALLS <br />APPLIANCE PROTECTION <br />HOOKED FTG. DOWELS 5"EMBED <br />S3 <br />1 W/ 25" E:XT. ABOVE SLAB "GRADE 40 <br />■ STEEL" <br />I I CHASE TO <br />I I ISLAND <br />WHEN REQUIRED PER FBC <br />u' <br />A <br />in <br />TYP @ 1 STORY <br />U.N.O._- <br />1 1 <br />F = -__ <br />1/2" <br />SLOPE I <br />I 01-0� <br />I rOPT-�I I OPT. D I; <br />-3 <br />■; I <br />II II <br />I L®J I <br />1 <br />20'-111" <br />L----� 4, I: <br />1 <br />= <br />Nto <br />; I <br />" <br />• <br />(V <br />3' <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />H.B.' <br />2'-6" x 2'-6" x 1'-0" 3,_0„ <br />W/ (3) #5'S E.W. r 11 <br />5'-28" 7-15" <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <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 />LLJ <br />U a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />• <br />; . ,• <br />•_ <br />REINF. SEE FND. FOR <br />_•., <br />.�,;� <br />QUANTITY <br />-•' <br />•� ;: <br />', ;; <br />;r <br />#5 X 25" X 25" CORNER <br />' ' ' �' ' ' <br />�'' �'' <br />•' <br />BAR ONE FOR EA. <br />' <br />' " <br />• •• ' <br />HORIZ. REBAR, TYP. <br />... '•••• ... <br />U.N.O. <br />• •. • •. - • •, • <br />*"Alternate: <br />' <br />The reinf. bars shall be <br />• •. • •. - • • •. • •. • •� •. <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />0 <br />0 <br />0 <br />z N M <br />z <br />Q — <br />a � <br />A <br />N z o <br />cD <br />a-+ N <br />� w <br />o <br />a <br />U <br />0 � <br />�� <br />U m <br />~_ o g <br />seo <br />N_p N <br />,p V1 N <br />rn <br />IM <br />z <br />LU Q <br />LU >€LLSN <br />0 <br />if <br />f s <br />•' <br />J : V W <br />I <br />�. CO <br />-RO F E SSN�, <br />����'tltflt111i1�\\ <br />To the best of the Engineers 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 />Engineers signature and seal. <br />ffi <br />M <br />= <br />o <br />Z <br />E <br />Q <br />CL o <br />E U <br />1— r0 <br />W° <br />' <br />4 O <br />u <br />=o <br />oa <br />0 0 <br />8 Ov <br />Z <br />CDaz <br />N L <br />0 <br />�� <br />¢ <br />wo q <br />z <br />� w <br />(n <br />oy <br />02 <br />N <br />OLL <br />Z <br />In ai <br />u� J <br />a <br />a • <br />0O <br />oa <br />Q W <br />z <br />W� <br />a <br />�o <br />oLL <br />�W <br />�— <br />Ov <br />zla <br />3 <br />0 O <br />>n <br />> co <br />^L <br />W <br />1 <br />M <br />� <br />T <br />Q <br />C <br />N <br />W CO <br />T�/� <br />L <br />7 O <br />TLO'^ rr• <br />^ <br />T <br />ili <br />w M M CV <br />c <br />E <br />E Q <br />m <br />c <br />d <br />U Q <br />c <br />JOB <br />NO : 19-5336 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />