Laserfiche WebLink
• •� A �! I��RA1�U7! -1U! A "11 1 r!' ' 1. � �I 1' � I � <br />c <br />d <br />s� <br />T-8" a _ .. -ba 6'-0" 6'-0" 6'-0" T-10" 4'-2" 6�` 8 6,-0" 6'4" <br />0 <br />A TYP @ 1 STORY <br />1HB+ S3 U.N.O. <br />1 <br />0 <br />4/— �\ � �— J •T <br />T I I —` 14 <br />JH <br />. . . . <br />E, <br />17'_21. <br />21_9" 2,-8"-1181.11 <br />I I: • � <br />N <br />I r �t + <br />I ; <br />in <br />it <br />■ <br />T <br />I I I I; <br />L JI I <br />I'L <br />I ■ <br />`�- <br />N <br />I i <br />co <br />HVAC CHASE �' <br />I <br />�� t + <br />i� <br />co <br />BASED ON <br />i LOCATION <br />�/ <br />ill <br />10'-10a" <br />Cl) <br />■� <br />I :. <br />' <br />o <br />I Imo' <br />— — — CJ <br />::::::::. <br />I- 1LO <br />HU — CJ cw <br />•• <br />I -- - - - I- <br />CJ CJ <br />2'-6"x2-6"x1'-O" <br />co <br />W/ (3) #5'S E.W. 1T-5a" I <br />36'-6$" I <br />I <br />TYP @ 1 <br />• :: :::: <br />:::: ; ; '. :: ::::::::::: <br />:I' <br />; : ::::I : <br />STORY U.N.O. <br />■ : _ _ 0'-0" <br />ll � <br />�lao <br />T <br />A = <br />Cn <br />) <br />of <br />::::::::J: <br />I I ..... <br />........I.... r, <br />— — — — — <br />S3 LO <br />Cl) <br />G .......... <br />.............. :I : , ■ <br />■` ■ <br />I S3 I <br />: ■ <br />3-1/2" MIN 3000 PSI CONU SLAB FO <br />TOP OF CONC.I PAVER TO BE 4' <br />3'-8" 4'-4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN, FLR. <br />r — — <br />7,-1� I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />a 4'-8" <br />„ I PROVIDE Yi' x 9" <br />2 -6 x2-6 x1-0 <br />N <br />L iv <br />I 1/2 <br />MIL VISQUEEN VAPOR BARRIER <br />I I <br />W/ (3) #5'S E.W. RECESS FOR FRT. DOOR <br />I <br />'a' <br />"3 <br />1!2" SLOPE <br />S3 `r <br />N <br />16'-11g1 81_68,1 <br />i0 <br />---- <br />— — — —j <br />o <br />U) <br />L <br />_ <br />I II —I---- .......... <br />--—_ — _ <br />■ <br />■ <br />I <br />CJ I III III I: /" � <br />II D.W. III <br />iv <br />1_-- <br />_ 1 III III j <br />�I I I I —_— _j I �W.H.� <br />■ q <br />K <br />CC <br />I <br />CC <br />S3 <br />STEPS AS <br />REQUIRED <br />I I <br />I I �(- ��la <br />I PROVIDE 1 y2' RECESS N I III Ilo I <br />I I L JNI <br />S3 <br />I <br />S3 I <br />I <br />o <br />_ i0 <br />q <br />PER FIELD <br />FOR SGD. REFER TO —_ 3 <br />i MASON'S SLOPE FOR I I III 11Iz I <br />T-41" <br />T-11" <br />�' <br />x ui <br />Cl) <br />CONDITIONS <br />I III NIA <br />WIDTH <br />� cn <br />LO <br />4'-0" <br />25'-6" I L- =J� <br />20'-6' <br />iv <br />I I I <br />LL— I — —� <br />I ' <br />EDGE OF SLAB 2" I <br />BEYOND WALL <br />(2) #5 <br />VERTICAL <br />BARS <br />_" i•i <br />N <br />ih <br />I <br />KITCHEN ISLAND ' <br />I LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE J <br />I <br />I CHASE TO ' . <br />I I ISLAND I ; : <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />■:; <br />— <br />INDICATES FILLED CELL 3000 PSI <br />— — — <br />— <br />w/ <br />—1— CJ <br />--f - CJ I <br />CONC. GROUT FROM FT. TO BEAM <br />I <br />^ <br />ao <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />iv <br />TYP @ ALL PLACES SHOWN <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />I HOOKED FTG. DOWELS 5" EMBED '- <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I I —�• ��• <br />.—� - — - -�, — — �.� — � �. <br />�-3 1!2 <br />SLOPE . <br />STEEL" <br />16PT_. v�li I OPT. D <br />I: <br />I <br />■ I 0'-0"z <br />I I I I <br />I L = J <br />#5 <br />20'-1 0�611 <br />4'-716" <br />I <br />(2) <br />VERTICAL <br />BARS <br />N <br />' <br />N <br />T-8" L 31_58" <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />I <br />H.B.+I <br />2'-6" x 2'-6" x V-0" I <br />W/ (3) #5'S E.W. <br />5'-2k 7-1e" <br />4'-10" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4'=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SIN FOR SOIL 81 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 />—`?—A z <br />U a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•:� <br />;, <br />` ':= <br />`—#5 CONTINUOUS <br />. • <br />�� <br />; . _• <br />•. <br />REINF. SEE FIND. FOR <br />"• ' <br />QUANTITY <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 />—Alternate: <br />------------- <br />The reinf. bars shall be <br />• ►. • '- •. • '• •. '• •. • •. • '• • <br />fJ <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" = V-0" <br />0 <br />N <br />co <br />N <br />O <br />LE�Wk�',���i <br />X, G E N S F' 0,,�i�: <br />0. PE78750 <br />tso <br />r <br />•k : <br />i <br />�W. <br />9'• ST TE OF • lij: <br />0 ••. P• \�'�. <br />IN <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications oontained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N CD <br />F o f �pp pp rZ <br />Q CV iV <br />N O # LL <br />0 n '20 ac u. a <br />0 N�0 U_ a Y <br />ai to- <br />JLLLL a <br />0 <br />�/ o <br />0: j — - f0 m <br />WrjO' QaQ <br />a <br />7' LO N M Z a' T O <br />ILW <br />U U _j U) <br />Z o <br />oo❑ <br />(� R <br />z N <br />z <br />z <br />J <br />N <br />N z D <br />LL <br />C/) <br />f6 w <br />U � <br />w $ <br />N C Y <br />N <br />U m <br />= L <br />c <br />Y <br />Q <br />�w <br />z <br />M <br />z <br />o <br />LL. <br />21 E <br />w, <br />.- <br />�0 <br />a <br />0 <br />V <br />'T <br />'0 <br />U <br />00 <br />8 <br />o <br />N <br />i <br />a� <br />°d S <br />°�¢ <br />.O•. <br />• ro <br />C <br />9 <br />U <br />m 0 <br />H O <br />oz <br />Z <br />Z <br />C <br />Cn J <br />NO <br />¢ a <br />}Z <br />i <br />o¢ <br />Z <br />a0 <br />W <br />Q� <br />�o <br />MilliCD <br />o <br />CO <br />� <br />W ~ <br />oc <br />za <br />01 <br />O- <br />c�3 <br />� p <br />J <br />> <br />0 <br />� <br />rn <br />m <br />'^ <br />0 <br />(� <br />L � <br />CN <br />U <br />U') <br />^ <br />�'/ > <br />O <br />O <br />O <br />m O <br />�C^' <br />i <br />�. <br />T <br />M C) <br />v) <br />1 O <br />r-' <br />T c_ <br />2 (V 00000 N <br />LO <br />T <br />E <br />4 M <br />N <br />Z <br />M <br />E p mcc <br />w <br />cc <br />a <br />o <br />U � Q a <br />JOB <br />NO: 21-2033 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />