Laserfiche WebLink
:c <br />N <br />=I <br />E <br />n <br />T-6" ` \ '-10" 5'-8" T-10" T-8" T-10" 2'-0" 6-10" Y-4" 5'-2" 4'-4" <br />STEPS AS <br />\� \ <br />2'-0" <br />\ \ <br />TYP @ 1 STORY <br />REQUIRED <br />10'-2" `\ <br />U.N.O. A <br />S3 <br />M PER FIELD <br />S3 CONDITIONS <br />H.B. t <br />\\ <br />\\ <br />11111111 <br />IN In IN 0 <br />Al <br />LAV N \ <br />\ <br />I\ III j INDIC/ TES FILLED CELL w/ 3000 PSI <br />7 <br />PROVIDE 1 Y" RECESS <br />CONC. GROUT FROM FT. TO BEAM <br />FOR SGD. REFER TO <br />W/ (1) 5 REBAR VERT ABOVE SLAB <br />MASONS SLOPE FOR <br />TYP ALL PLACES SHOWN <br />WIDTH <br />iv <br />ITUB/`� HOOK D FTG. DOWELS 5" EMBED <br />SHOWE12\11 <br />■ <br />\ W/ 25" TEXT. ABOVE SLAB "GRADE 40 <br />■ <br />STEEL' <br />HVAC CHASE <br />LAV <br />I� <br />\` \ \ BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />LOCATION HERNANDO COUNTY ONLY <br />2'-6" x 2'-6" x <br />w/ (3) #5's EW <br />`\` <br />■ <br />�� <br />\� \ 3-1/2" MIN 2500 PSI CONC SLAB <br />■ <br />CJ \`� \ \ OVER 6 MIL VISQUEEN VAPOR <br />29-_5t» BARRIER I <br />20' » <br />I <br />S3 <br />\ \\ <br />Ci <br />L_— <br />7 <br />of <br />9'-114 <br />I I - - - 8'-7" \ \\ \ 8'-114" <br />21'-10 <br />e <br />Illl - I <br />7" Jill <br />p 14 \�\ S3 <br />rn <br />I I I I I <br />■ <br />I III I 2'-11 <br />I Irrrr===� a" \ \ \ <br />61111 <br />I III(-f -� I GG \\\ T-1 <br />19'-104" <br />1 0�0i S3 1�\I I I 1I <br />3'-0" x 3'-0" x 1'-0" <br />I 2'-6" x 2'-6" x V-0" <br />N <br />ILL - - - -' <br />` <br />\ <br />\ I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />" <br />-_-_______-_ <br />\ <br />■ <br />w/(3)#5'sEW w/(3)#5'sEW <br />31/2" <br />■ <br />1 <br />1 o <br />I CC <br />STUB UP TO <br />I <br />S3 <br />2ND FLOORLO <br />BUILDER TO <br />2 STORY <br />_ _ FOR A/C <br />PROVIDE APPLIANCE <br />CC <br />_ 5 GG <br />7'- 2'_$" 2' 6" 7-9j" <br />I <br />PROTECTION WHEN <br />1 S3 <br />6 S3 <br />REQUIRED PER FBC <br />r - - - - - - ---- -� <br />CJ <br />I I <br />U'2'-6" x 2'-6" x 1'-0" <br />S3 <br />D.W. 11 <br />L "q`� <br />■ <br />O w/ (3) #5's EW <br />-I+- - -- -_ _ <br />fn <br />v <br />I I SINK w/ D SP1101 <br />I <br />19 L <br />9'-7j" <br />,' <br />00 <br />I I �— CHAS TO <br />j j ISLAN <br />OPT. <br />I REF. <br />■ <br />II <br />II RANGE <br />1 <br />L_ <br />J <br />CJ <br />2 STORYCC <br />r�S3 <br />II � \ 1 <br />=r <br />N <br />N <br />' <br />I CJ <br />CJ <br />I <br />■ <br />I -AV WC <br />CCI�1�1 r <br />J <br />, <br />■ <br />(2) #5 REBAR <br />J 7" (2) #5 REBAR <br />VERTICALS w/ in <br />S3 VERTICALS w/ in <br />FILLED CELL <br />FILLED CELL <br />L <br />9'-112 <br />-6" <br />8'-4" <br />I <br />S3 <br />PROVIDEYa x9" <br />RECESS FOR FRT. DO R <br />3'4" x S-0" x 1'-0" <br />w/ (3) #5's EW <br />I <br />■ <br />As NJ CJ '- <br />■ <br />2 -6 x 2 -6 x 1-0 <br />Lu <br />O <br />w/ (3) #5's EW <br />-.1 <br />4'-0" 3 6" '-10" 3'- <br />0" 34" <br />I <br />■ ■ ■ <br />■ ■ <br />16'4- <br />'-0" <br />1'4' <br />8'4" <br />" <br />6'-8" <br />14'4" <br />L <br />2'-0" x 2%0" x 1'-0" <br />S3 <br />W/ (3) #5'S E.W. <br />TYP. (4) <br />L <br />S3 <br />'-0" 5'-10" 5'-8" '-0" <br />V-10" '-0" <br />18'-8" <br />21'-4" <br />Ilk10'-0" <br />50'-0" <br />FOUNDATION PLAN - ELEV-B <br />SCALE' <"=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 />VWVF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />w <br />w <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />J.O. <br />temate: <br />I reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />O <br />O <br />Z M <br />Z =110 <br />J <br />a <br />Z <br />V) (9 <br />��-+ cn <br />� o <br />•O w <br />.� t,/') r— <br />U <br />W g <br />now, <br />M <br />m o <br />(p 04 <br />S m <br />1504 <br />-9 <br />U <br />M1�10 ¢ <br />v <br />B D. <br />» <br />Z Lu <br />LLI ¢ �i <br />Z O d <br />N <br />a � <br />%4,4 <br />LL <br />A <br />U'' <br />� �pVJ N o <br />• <br />`� fD�• G <br />Q' •'�� ir-(b d <br />�,• IN <br />•49 •. <br />Ilee <br />A • <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 8th 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />a <br />�Z U <br />O� <br />OC <br />/"- <br />< <br />Z <br />S�® <br />o <br />A <br />a. L <br />I- <br />iro <br />%%.000 <br />z <br />O; <br />O <br />Q <br />0 <br />uj <br />uj <br />U <br />N <br />z <br />L <br />Ro <br />F <br />o <br />M <br />O� <br />L1_UA <br />U o <br />00 <br />U <br />Z <br />W <br />J <br />N <br />LA <br />T--q <br />I LU <br />LU <br />ZS <br />In <br />CalZ <br />N <br />o) <br />Z <br />g <br />U <br />LU <br />0 <br />.-•I <br />a <br />= <br />u) <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 4 ■ <br />SHEET NO. <br />6.1 <br />