Laserfiche WebLink
c <br />c <br />00 <br />5'- <br />6-48" <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />65'-0" <br />5' <br />7'- <br />H.B.+ <br />r-----------I- <br />--- <br />—: ° — <br />— -- <br />° ---------T; <br />BUILDER TO <br />�— <br />-------1 <br />- <br />4'_0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />2 #5 REBAR <br />O <br />10' 0" <br />; : ; . <br />: ; <br />PROTECTION <br />VERTICALS w/ in <br />1 <br />WHEN REQUIRE <br />IDI <br />FILLED CELL <br />PER gC <br />35`4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />SLAB FOR HERNANDO `�'N I T <br />I • ' K � I <br />� <br />COUNTY ONLY CO <br />S3 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-724" 4'-9" 4'-10" <br />VAPOR BARRIER <br />■ : — CJ •GJIJ CJ <br />9 <br />IT <br />• — — — — — — •T — — — 1 — — — <br />y11 T <br />zo <br />rn <br />M <br />• :.00 <br />5'-3" 1'-10" 3'-6" CjI,V. 7 <br />O I : I: 0 1 <br />00 <br />I I P� T. D -3 1/2" <br />2'-6"x2'-6"X1'-0jFTG G <br />W/ (3) #5 E.W. S3 ; �•- _•_ _•- �T 3'-5" <br />SLOPE� <br />7-1" <br />(2) #5 REBAR <br />^ <br />2'-6" x 2'-6" x 1'-0" <br />AHU I I <br />VERTICALS w/ inA4�4- <br />(3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />`" CC <br />I S3 <br />FILLED CELL <br />S3 <br />'• / S3 <br />CJ CJ <br />oP60 <br />25'-10 28"-� <br />■ <br />2'-6"x2'-6"X1'-0" FTGW/ <br />W/ (3) #5 E.W. - <br />M INDICATES FILLED CELL w/ 3000 PSI I <br />/ PROVIDE /2 x 9" 'n <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB / / RECESS FOR FRT. DOOR <br />- <br />f,. <br />I �-4" <br />SLOPE <br />G <br />� <br />in <br />4'-0" <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />DOWELS 5" EMBED / / BASED ON 0 0" BELOW FIN. FLR. <br />' HOOKED FTG1.� <br />■ <br />■ <br />■ ■ ■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 401 i / LOCATION 1 . • .. • • • • .. ' ......::::::::::::::::: <br />/ ; ::::::: <br />STEEL" <br />�.�.�.�.�.�.�.�.�.... <br />/ <br />4'-0" <br />/ i / 16'-10" <br />12'-10" <br />b <br />O <br />LO <br />STEPS AS <br />I / / <br />PROVIDE 1 %" RECESS <br />r <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. .......... " " " " " " " " <br />/ LOW WALLS <br />ics: <br />10'-104 : <br />" " ' ..... <br />CONDITIONS <br />WIDTH / i <br />■CO - cii ��:1- <br />REF. :i <br />CJ-I}j •■ <br />— <br />- - �!� - - - - - - - <br />-I------ ------ <br />_ <br />—!E _ �1 <br />—_— --_--- <br />- - - <br />— — — — — <br />° I j <br />TYP @ 1 <br />I F I CHASE TO ISLANDICY <br />,.... <br />�O <br />t I <br />1 J <br />STORY U.N.O. <br />- <br />iv <br />o <br />I I D.W. I .. <br />lit <br />A <br />in <br />r <br />00 <br />/ 1 LL __------- - <br />50 <br />S3 <br />�r <br />� <br />� <br />I -3 1 /2" <br />( / i / SINK ! DISP <br />/ / <br />t 0.0 <br />16'-0" 2+ 4 6'-10" :: <br />I <br />:: ■ <br />O 11, <br />/ I I •: I <br />•• lj <br />O <br />H.B+ <br />54" V-98" - 3'-28" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" <br />S-10" L 6'-0" L 6'-0" L 3-10" 1, 2'-104" L 5'-1164" L 5'-0" L 5'-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 />W.W.M. 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 />LU <br />z <br />C <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />•f v�' <br />,:; <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />'•:,�;' '• ,� ' '� ;�; <br />' ; .' <br />= <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />• .. <br />U.N.O. <br />"Alternate: <br />,; • <br />The reinf. bars shall be <br />Cont. around comer by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: NTS <br />CD �_ <br />z M <br />O <br />— O <br />z� <br />Q <br />a <br />V) z <br />to CD <br />w <br />� p <br />•0 LU <br />Lh <br />�o <br />U <br />�� 6-3LU <br />N M <br />m M <br />C @O M <br />— U <br />_ <br />O o04 <br />- <br />y <br />L LL co O Y <br />Q rn <br />I` <br />u7 av <br />Q o <br />Al <br />B D <br />D. <br />"c <br />N N <br />W <br />U) Z z <br />IIIZ g 53 LLp rs1' W <br />W-r'� N i w <br />Lu a <br />.Z E <br />In <br />z <br />CtAf0 Q <br />um <br />Wt.,tt'tlo'�A/ii o <br />,Www. <br />r,. <br />••.0000 <br />! t <br />oro <br />ep <br />0 °i <br />F <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />L R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />Z ¢a <br />�a <br />z <br />U Q � <br />U400 <br />Z 0 <br />J <br />=oZz <br />a <br />A <br />O <br />U{y�LLN <br />0] <br />V) <br />Zo <br />/1 <br />Lim <br />� <br />Q <br />xz <br />z <br />z <br />L <br />Z <br />OLL <br />OJI <br />U <br />p� <br />Z <br />°moo <br />T113J� <br />OC <br />iM-21 <br />G <br />U O g C <br />N <br />z<R¢J <br />Z <br />z <br />,—� <br />2o�o <br />FyR ti <br />J <br />� <br />rl <br />LU <br />�v <br />gr< <br />z <br />�Qz <br />,- <br />Z <br />� <br />�O <br />Zrn <br />m <br />O <br />0o <br />Z <br />a <br />J <br />= <br />� <br />a f <br />rn <br />,-1 <br />a <br />cn <br />E <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAM ES <br />VERSION N0. 4nO <br />SHEET NO. <br />6.0 <br />