Laserfiche WebLink
v+ <br />3 <br />L0 <br />O <br />to <br />LO <br />Lo <br />ID <br />LO <br />.a <br />¢ <br />0 <br />0 <br />0 <br />J <br />M <br />0 <br />I <br />i <br />J <br />rb <br />r7 <br />to <br />LO <br />ID <br />0 <br />C) <br />t- <br />0 <br />0 <br />I <br />N <br />cV <br />0 <br />0 <br />LO <br />LO <br />L <br />v <br />Cn <br />c <br />C, <br />0 <br />3 <br />rr> <br />O <br />a <br />04 <br />>_ <br />0 <br />CD <br />E <br />0 <br />`v <br />J <br />d <br />0 <br />V <br />J <br />c7 <br />rh <br />O <br />cD <br />a <br />0 <br />a <br />N <br />0 <br />rt <br />v <br />0 <br />0 <br />0 <br />U <br />Z <br />w <br />m <br />0 <br />c <br />c <br />d <br />T-O" <br />J <br />TYP @ 2 STOR S6 <br />50'-0" <br />ih <br />C PADS AC PADS <br />■ . . . . . . . . . . . . • . . . . . . . . . . . . . . <br />� <br />• . . . . . . . . <br />. . ... . <br />■ . . . • <br />............ <br />■ . . . . <br />• <br />. . . . . . . . . . . • . . . . . . . . . . ■ <br />i <br />\ <br />HVAC CHASE <br />I7 <br />I <br />� <br />( <br />I <br />I <br />I <br />I <br />O 0'-0"1 <br />\ \ <br />\ \ \ <br />\ <br />BASED ON <br />�? <br />J TYP @ 2 <br />LOCATION <br />I <br />I GG <br />GG <br />S6 STORY <br />0 <br />I S3 <br />_ <br />2'-6" x 2'-6" x 1'-0" <br />I <br />S3 <br />I <br />500 <br />I <br />`�l <br />\ \ \ \ <br />W/ (3) #5's E.W. <br />r <br />I C° <br />r <br />\ \ \ \ <br />■ I <br />I <br />I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />GG <br />`� <br />S6 <br />\�\ <br />\\ <br />I <br />r <br />� <br />20'-44' <br />\ \ \ \ <br />'-71 <br />I 3'-72' I <br />14'-44" <br />TYP @ 2 STORY <br />INDICATES FILLED CELL w/ 3000 PSI <br />\ \ \ <br />I <br />I <br />I <br />_ <br />N <br />_9 <br />N <br />' CONC. GROUT FROM FT. TO BEAM <br />\ <br />\ <br />L <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />\ \ \ — <br />\ <br />1— <br />: ■ <br />S3 <br />TOP OF CONC./ PAVER TO BE 4" <br />: I TYP @ ALL PLACES SHOWN <br />\ <br />\ \ \ \ \ <br />_ <br />HOOKED FTG. DOWELS 5" EMBED <br />\ \ \ _� \ <br />�IcO <br />BELOW FIN. FLR. <br />(.0 <br />1/8"A'-0"� <br />PROVIDE /2' x 9 /2' <br />c� <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />I KITCHEN T° <br />\ \ \ \ \ \ <br />3 \ \ \ \ \ <br />\ <br />\ f <br />\ � <br />I <br />d <br />`' <br />SLOPE <br />� <br />a <br />� <br />- I 19`-51" <br />ISLAND LOW <br />7._o-„ <br />\ � \ <br />\ � <br />15'-6" <br />RECESS FOR FRT. DOOR <br />6'-0" -4 & 2'-0" I <br />■ : I <br />WALLS <br />T <br />\\�� <br />I <br />STEPS AS <br />�0'-0" __-- :� <br />:.q.a <br />•■ Lilco <br />............... <br />M <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />: I le <br />■ : PROVIDE 1 Y" RECESS T <br />— <br />`— — <br />I <br />— _— — — — — <br />r— <br />I �r III <br />/ N00 <br />■ FOR SGD. REFER TO <br />Illy <br />I D.W. .) II ) III <br />CHASE TO <br />I <br />\�W.H. <br />I— <br />MASON'S SLOPE FOR <br />I IIII <br />ILI LLL_J�—JJ <br />L --- <br />ISLAND <br />I <br />— H., <br />STUB UP TO K <br />T <br />o <br />o <br />4„ <br />WIDTH <br />I <br />1 1 <br />4'-84 2'-421 <br />(2)#5REBAR <br />2ND FLOOR S3 VERTICALS w/ in <br />KW/DI <br />SINK W/DIP <br />1 <br />3'-04" <br />13'-11" <br />2' 6" <br />2'_6" M2 <br />FOR A/C <br />FILLED CELL <br />— <br />o <br />N <br />I 3-1/2" MIN 3000 PSI CONC. SLAB F <br />R <br />co <br />in <br />S3 <br />M HERNANDO COUNTY ONLY <br />I c1/8":1'-0" <br />S3 3-1/2" MIN 2500 PSI CONC SLAB OVER <br />2'-6" x 2'-6" x 1'-0" <br />L SLOPE <br />I 6 MIL VISQUEEN VAPOR BARRIER <br />W/ (3) #5's E.W. <br />L_ <br />20'-44' <br />AN G <br />_ <br />6'-14„ <br />4'-0" <br />26-6'. I _ B <br />21'-6" <br />......... ...... <br />... <br />.... <br />°P <br />T-2" N <br />CJ <br />I -3 1/2"� 28' <br />- - <br />CJ <br />I <br />zo <br />I <br />I <br />N <br />SLOPE <br />N <br />I <br />I <br />TYP @ 2 STORY <br />PLUMBING ' ' ' ' ' ' <br />r <br />I PLUMBING <br />U.N.O. (SEE JJ/S3 <br />FOR STEM OPT.) <br />b <br />; /y�� STACK <br />STACK <br />GG <br />.. <br />CC W/O <br />S3 <br />S3 <br />(V <br />Z-52 <br />I S3 UPLIFT <br />■ ;r <br />I " <br />0'-0" <br />I <br />01 <br />I <br />I <br />(2) #5 REBAR <br />VERTICALS w/ in <br />J 00 <br />I <br />I <br />I <br />I <br />FILLED CELL <br />Li�oo <br />: •.•tom _-_ —�.. N <br />I <br />I <br />r <br />� I <br />I <br />� <br />I <br />1 <br />VERIF <br />I I�C� <br />1 <br />LOCATION I <br />r�L p�� � <br />� <br />Yt <br />�LZC., <br />G7AcE P*NEL— <br />('7 <br />• MTV <br />TYP @ 2 STORYJ <br />(SEE JJ/S6 FOR S6 <br />STEM OPT.) <br />3'-10" T-103" 2 8 <br />48--0" <br />50'-0" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />3'-4" 6'-0" <br />IIIM• <br />+H.B. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />FOUNDATION PLAN - ELEV-Al <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 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 />W Z <br />W <br />U) 0- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />r si p <br />#5 CONTINUOUS <br />., < ,♦ _ ", <br />REINF. SEE FND. FOR <br />QUANTITY <br />♦ . I� ♦♦Y <br />#5 X 25" X 25" CORNER <br />♦ <br />♦ ♦ r +r' <br />BAR ONE FOR EA. <br />w. <br />, rL ♦ i i <br />"� ' • ♦ <br />HORIZ. REBAR, TYP. <br />, <br />U.N.O. <br />♦•' .. ._♦ r♦;♦� <br />' <br />**Alternate: <br />j Y <br />The reinf. bars shall be <br />s,rr <br />ov, ; ; �A ; ,fir -'��, <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" = V-0" <br />0 <br />Cn <br />r <br />-o <br />as <br />LU <br />� <br />v c <br />C M W N <br />m <br />a + C Ll- <br />H cD O b <br />V) -a CN t <br />4 •, =V <br />a 47 <br />d w = ¢ <br />ies � <br />as ra <br />a • u cv <br />a ca <br />C <br />Cu <br />nleit� ff <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />h <br />? Q <br />o E <br />a,F <br />0 <br />S N U <br />N 6 CD <br />CO N N <br />z� } MMI <br />= ?N <br />Y <br />In r- t- <br />N O 2 LL <br />2SSz <br />E Q <br />C3 <br />C J 5 LL Lu <br />M LLLL 5 a <br />,n <br />Z <br />13 <br />m c0 <br />v 3 <br />•• <br />L m o <br />:l <br />W <br />0�pjO� m w <br />Z <br />0 <br />Z Q <br />ti <br />" <br />N M <br />¢ o <br />OU <br />3 , Z <br />W <br />c¢i ai <br />❑ ❑ <br />Z N M <br />O O <br />o <br />O co <br />Q v Q <br />J — <br />a_ <br />M <br />u- <br />W <br />1 <br />CoCo u- <br />1 <br />W m <br />° <br />U <br />0 <br />l/1 <br />Lll o <br />� <br />tlOs <br />LU <br />o.. <br />F — <br />L <br />ill <br />Ill <br />U 0 N <br />c u) s <br />o <br />w <br />M <br />M <br />U— <br />O <br />� <br />Q <br />LL <br />E 8CU <br />w <br />w z <br />Z o <br />❑ a <br />F— R7 <br />g� <br />�O <br />o E <br />O <br />< <br />a <br />g� <br />-.4-J <br />i <br />z <br />w O <br />o <br />z <br />!r z <br />� <br />VJ <br />3Q <br />w <br />10 <br />m J <br />"m <br />aw <br />z <br />go <br />W <br />m <br />wLL <br />z <br />oz <br />=3 <br />CSw� <br />w0 <br />>� <br />nj <br />° <br />>c <br />V) <br />ai <br />rn <br />CU <br />Q <br />cCU <br />O <br />6 <br />o <br />O <br />O <br />Y <br />T <br />Y <br />" <br />U)O <br />-' <br />N'^ <br />W <br />m <br />u <br />}j <br />O <br />i <br />r <br />a--+ <br />I <br />fly <br />-0 <br />cc <br />LO <br />QO <br />-0 <br />C0 N <br />co <br />LO <br />O <br />Q <br />a� <br />m <br />' <br />E <br />CD <br />0 <br />Z <br />m <br />Z <br />E O <br />y <br />0 <br />m` <br />d <br />E <br />U J <br />a Ci <br />Q <br />c <br />c <br />J <br />JOB <br />NO: <br />23-06134 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />