Laserfiche WebLink
64" <br />H.B.t <br />43'-0" <br />6'-0" <br />TYP @2 J <br />STORY S6 <br />2'-2$" L 2'-18" <br />5' <br />■................ ..... ....................... ........... !l!......... ..0.............. 0 .....E....■ <br />S3 <br />00 <br />5'4" v 16-Y <br />d <br />T <br />I HVAC CHASE <br />�� BASED ON I &0'-0" I <br />J <br />S6 <br />■ <br />LOCATION I -- - _ . ■ <br />IT <br />INDICATES FILLED CELL w/ 3000 <br />`I`: <br />PSI CONC. GROUT FROM FT. TO I <br />00 <br />BEAM W/ (1) #5 REBAR VERT <br />_ <br />` \ \ ABOVE SLAB TYP @ ALL PLACES I <br />`~ <br />rr' <br />\ \ I I 5'-46' f I SHOWN HOOKED FTG. DOWELS 5" I <br />• I ` j g�j\ <br />_ _ EMBED W/ 25" EXT. ABOVE SLAB <br />r �I t "GRADE 40 STEEL" <br />TYP @ 2 STORY <br />N <br />in <br />CJ r ,C3 , \ , \ , \ CJ <br />2 -6 x 2 -6 x 1'-0 <br />I 6' G I <br />W/(3)#5'SE.W. <br />S3 . <br />(STUB UP TO. <br />iv <br />■ 2ND FL00 1;-9" -0' 13'-74" <br />FOR A/C .. <br />I <br />(2) #5'S <br />TOP OF CONC) PAVER TO BE 4" <br />■ 10'-0" <br />L ' <br />S3 <br />; BELOW FIN. FLR. <br />f <br />2'-6" x 2'-6" x 1'-0" <br />PROVIDE Yz" x 9" <br />SLOPE <br />J <br />S6 <br />RECESS FOR FRT. DOOR <br />-3 1/2" <br />W/ (3) #5'S E.W. <br />T <br />TYP @ 2 STORY <br />r- <br />- - - - - <br />■ I- <br />I--------�—------ <br />-�-CJrL <br />7 <br />o <br />- <br />OP <br />�3 <br />BUILDER TO PROVIDE CC (2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC. I-� , APPLIANCE PROTEION CTS3 VERTICALS w/ in <br />FILLED CELL <br />(2) #5'S iv <br />1/2" <br />PROVIDE 1 �" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />o <br />I <br />I RECESS FOR I COUNTY ONLY <br />in <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL I I <br />L <br />FOR WIDTH VISQ ERN VAPOR I <br />I I I I I <br />■. I <br />STEPS AS <br />I <br />: CHASE <br />I <br />REQUIRED PER <br />TOI <br />C? <br />FIELD <br />CONQJTIONS <br />( KITCHEN ISLAND <br />: LOW WALLS ISLAND I I IS-3 1/2 SLOPE-' <br />-- — — — — — — <br />I <br />__ — — <br />— — — CJ <br />IL —_---'I —_ <br />zo <br />o <br />■ L I I� -I- CJ I 4'-11 <br />r _ o? I 4,. <br />�� N L-----------J I I J <br />q <br />b <br />IILLJII� I S3 <br />COa <br />r �uZ 90'-0" <br />��J19 <br />I C) <br />I <br />I <br />I (2) #5 REBAR <br />I CC <br />r <br />S3 VERTICALS w/ in <br />I FILLED CELL <br />co <br />o <br />: I - 2 STORY <br />', •.- -► <br />■' ........ ..... ,****,.. ■ 1 ■ ■ ■ ■ <br />iV <br />- - - H.B.+ <br />J <br />S6 TYP @ 2 STORY 3 <br />6'-4" 6-0" 6'-0" 6'-0" 5'-4" L 4'-0" 4-4- <br />FOUNDATION PLAN <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 />^� (�- w <br />w <br />Na <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.�� ' <br />, : _•' <br />"�_ <br />REINF. SEE FND. FOR <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 />��_ ;;r,:.';r,: �r <br />cont. around corner by cold <br />V`,; <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />117 <br />( "' <br />z <br />zC) <br />z� <br />Q <br />a <br />U) z <br />Cn <br />Q) C <br />w <br />�V <br />O w <br />c <br />- <br />o <br />22 Cl) <br />U <br />0 CD <br />m N <br />W E <br />' <br />0 M M <br />N <br />O O 00 <br />U o' <br />x- `L o <br />0 <br />Qm <br />no <br />LO$-d <br />01 Q O <br />N N <br />LU M C �' •_] <br />U) <br />��o.0 <br />— u <br />LU <br />loW° <br />zo N c q <br />�z moo- <br />ZaM`E0) Q <br />LU N Q M D ❑ <br />tD 1-3 <br />WWW.FDSENG.COM <br />-.- N <br />00 <br />0 <br />tr, il. . <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 6th 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 />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0z <br />0 <br />�o <br />za <br />fa <br />z <br />W<ww <br />L) <br />LuZ <br />^J <br />�pZ <br />�Tya <br />L J <br />Z <br />E N <br />0 <br />8�o <br />L <br />F— <br />Zz <br />>o <br />Q <br />z z <br />oc <br />� <br />zz <br />� <br />z <br />O <br />o <br />I <br />LL- <br />Q <br />w <br />= <br />' ^ <br />0 <br />z <br />.9 <br />00o <br />0 <br />�, <br />` <br />O <br />6 <br />-25 <br />Lr) <br />�o8"'$ <br />O ao � <br />�`Z <br />N <br />w <br />w�¢ <br />Q <br />0 <br />z <br />� <br />�E'R� <br />J <br />lJ.! <br />Q w w <br />z <br />� <br />W <br />� <br />� U <br />paF- <br />Q <br />z <br />aZ <br />z <br />pz <br />h2 <br />m <br />rn <br />g <br />= <br />`LU <br />,-a <br />0- <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/26/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />