Laserfiche WebLink
TYP @ 2 STORY <br />J <br />S6 <br />H.B. ' <br />I <br />Mill <br />■ ■ ■ ■ ■ ■ ■ ■ <br />F 41 <br />10 <br />—`12 STORY <br />r CC (2) #5 REBAR <br />to VERTICALS w/ in <br />S3 <br />6'-0" 5'- " b I FILLED CELL <br />I <br />I <br />II r III o 0'-0" I 3 1 /2" <br />0 <br />v <br />o <br />II L JII 3 I I I I I <br />J <br />r <br />-' <br />M <br />Iljrl=�llZ <br />-------� 33 <br />IIL 111Fn r---- <br />L -J 1 I 4-4 I <br />' r- - - „ N 4'-11" 0'-6" <br />■:� I I 1 I +CJ <br />ih <br />4'-0" <br />jr <br />0 ---= -- - _ _ CJ I <br />�r� -- ------ �� - <br />KIZTCHE SLR <br />o <br />IT <br />Cn <br />STEPS AS <br />: SLAND I I <br />REQUIRED PER <br />I LOW WALLS I CHASE I <br />TO I <br />FIELD <br />CONDITIONS <br />I ISLAND I <br />EDGE OF SLAB 2" <br />■ : I BEYOND WALL <br />r <br />I 3-1/2" MIN 3000 PSI CONC. <br />L <br />PROVIDE 1 2" SLAB FOR HERNANDO I <br />S3 <br />I RECESS FOR COUNTY ONLY I <br />SGD. REFER TO LOPE 3-1/2" MIN 2500 PSI CONC <br />MASON'S SSLAB OVER 6 MIL I <br />cSLOPE <br />1/8":1'-0" <br />I 2 STORY <br />FOR WIDTH VISQUEEN VAPOR TO PROVIDE <br />I <br />�„ <br />`BUILDER <br />BARRIER I _ \ APPLIANCE PROTECTION CC 2 #5 REBAR <br />WHEN REQUIRED PER FBC VERTICALS w/ in <br />I <br />S3 <br />1 FILLED CELL <br />I <br />_ <br />oo <br />(2) #5 S iv <br />_ <br />N <br />_ <br />■: I CJ ------- — — — 'J <br />■ <br />N <br />q <br />b <br />r <br />TYP @2STORY <br />L--------- — ------ :■ <br />0 <br />(' <br />S6 <br />I PROVIDE Y2" x 9" <br />-4„ <br />SLOPES <br />2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />■ : ( 01-01. TOP OF CONC./ PAVER TO 8E 4" <br />o <br />1/8":1'-0 <br />L o <br />17' BELOW FIN. FLR. <br />S3 <br />I ■ <br />rTm <br />(2) #5'S <br />2,-6„ x 2'-C„ x l'-O" <br />. . . <br />I I STUB UP Td ; ' ' ...... ' . 13'-71„ ::. : ■ <br />1'-9" 0" a <br />r <br />— <br />W/ (3) #5'VS E.W. <br />■ <br />• I 2ND FLOOR PLUMBING LINE <br />FOR A/C I TO SECOND I : <br />- S3 <br />tv I <br />CJ CJ_ <br />b <br /><V <br />0 <br />lI <br />r <br />,- <br />- - - <br />1 I <br />19,-0" his / L J1 } INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />_ <br />• • • • •: •; + + BEAM W/ (1) #5 REBAR VERT <br />; ; <br />ABOVE SLAB TYP @ ALL PLACES <br />' I <br />iv <br />SHOWN HOOKED FTG. DOWELS 5" I <br />`O <br />o0 <br />IT <br />EMBED W/ 25" EXT. ABOVE SLAB <br />' � I ,j "GRADE 40 STEEL" I <br />iv <br />T <br />■ : ' �' HVAC CHASEA. <br />�0,-0„ I <br />BASED ON L <br />J <br />( g' <br />AC PAD AC PAD <br />— — <br />j I LOCATION 5'-4" .. 16'-3" <br />I N GG cb� <br />L------ ' <br />S6 <br />TYP @ 2 STORY <br />o0 <br />�t <br />--- ----I-- —-------- <br />I......... <br />................ .....I .............. .... <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />HRB <br />6 4' <br />2'-0" L 2'-0" <br />5'-4" 1 2-22" 1 2'-1 <br />FOUNDATION PLAN - 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 SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />Wg <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />45 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <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 />a� <br />fN"� <br />E •. <br />�!Ft.00 <br />•• <br />s <br />F E S V 014' Ve <br />'Irtlft(tlfilt'���� <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 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />r# <br />W <br />Q <br />E o^o <br />N <br />D N 111 J <br />J LL <br />N. W C <br />Q <br />N <br />w. <br />� ,n co N a LL Lu <br />rn_ r W <br />QdM <br />LL a Y�n <br />JUJ.LL a i 5 <br />0 <br />t�� 0o <br />_Z <br />a• <br />j 'io N (� m O J <br />W <br />W <br />— ¢ Q <br />rL <br />Z <br />LLW <br />co <br />N cNM Z Wy 0 <br />OU U�(n <br />Z <br />❑ ❑ ❑ <br />C) c) <br />z N M <br />0 <br />z � <br />Z n <br />J — <br />d � <br />N <br />E3 <br />N <br />M <br />z <br />� o <br />Vi LL <br />0 <br />•,�`y <br />U <br />u <br />— M <br />O <br />w 9 <br />N <br />�N <br />c <br />N <br />U <br />'— E <br />i0 8 <br />I <br />= L <br />Q N Ol <br />o <br />� <br />w <br />M <br />o a <br />0 <br />Z <br />Z <br />� <br />LL <br />E <br />z o <br />Zy pN <br />Z® <br />L <br />wLL <br />Up <br />❑a <br />Z <br />C7 E <br />D (0 <br />as <br />ao <br />6 <br />O� <br />L <br />• ra <br />C <br />_ <br />O <br />� <br />O <br />U <br />�m <br />m <br />F o <br />OLL <br />Z <br />z <br />J <br />aw" <br />Iw <br />zz <br />(n <br />N 3 <br />Q <br />ova <br />Z <br />go <br />a <br />yw <br />W <br />oLL <br />o <br />w <br />c� <br />>o <br />O <br />Mj <br />oka <br />o § <br />0 <br />12 <br />N�y <br />m <br />O <br />W <br />O <br />0 <br />U <br />r <br />a) <br />N <br />^ <br />U <br />' <br />O <br />O <br />C <br />W <br />O <br />co <br />h <br />= N <br />T— <br />O <br />r <br />N <br />= <br />U <br />E <br />N <br />ch d <br />o <br />z <br />z <br />E O <br />N <br />B <br />(o <br />C <br />C <br />a <br />ci 0 <br />a o <br />� <br />JOB <br />NO: <br />21-5013 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />