Laserfiche WebLink
c <br />C <br />V <br />D2 <br />r. <br />3'-0"�, <br />A <br />H.1 <br />Bt S3 <br />■ ■ �« <br />«■ «� IN <br />1 <br />� <br />CP <br />3-1/2" MIN 2500 PSI CONC <br />I I 1 I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />\ O <br />(3000 PSI CONC. SLAB FOR 01_p I <br />HERNANDO COUNTY ONLY) <br />1 <br />rico80 <br />13 -54 CJ 7'-2" CJ { 1 CJ <br />.: <br />CJ CJ <br />in <br />II loll I <br />4 00I <br />11 <br />r <br />�;� <br />�� { co <br />I : ■ <br />1 0'-0" <br />I�I <br />..... '......................'.'.'.'.' . <br />— — — — — — — — — — --� — — — — — — <br />� <br />. CJ TCJ CJ <br />1 I } I: �. <br />(2) #5 REBAR <br />�T <br />S3 <br />1 I o : S3 VERTICALS w/ in <br />I I I <br />1{ 111n I' I FILLED CELL <br />III 8 <br />I 23--11" 2'-10" 4'-14„ <br />I: <br />: 2'-6" <br />G I : I <br />I <br />1 { I <br />I 0 K I I <br />- <br />O <br />T <br />cn <br />bN <br />I <br />2'-6"x2'-6"x1'-0" S3 CJ rr D.W. <br />W l SINK I DISP _ _ iv <br />I I <br />1 } S3 <br />v <br />W/ 3-#5 E.W. I I I <br />LOW WALLS SAND I I I I C ASE TO <br />■' I �O <br />. L_--J ISLAND <br />1 �1.: }I} J <br />I. I S3 <br />o <br />_ <br />F TO <br />CJ I �— — — — — — J CJ CJ � <br />CJ � I <br />N <br />in <br />4'-0" <br />G <br />7—PTw <br />S3 <br />( <br />5'.4" T-8" T-8"' <br />-31/2" SLOPE <br />1 1 37'-52" I <br />121'-24" <br />F <br />32'-84" <br />446" <br />S3 1/2" <br />- (2) #5 REBAR <br />J VERTICALS in <br />LO <br />o <br />LO <br />- <br />S3 <br />( PROVIDE 1 Y" RECESS "� <br />-1 <br />- <�• • — • . w/ <br />FILLED CELL <br />HVAC CHASE \\ I W.H. <br />FOR SGD. REFER TO <br />I r <br />BASED ON <br />TYP <br />L TY <br />MASON'S SLOPE FOR <br />I LOCATION AHU----------+—-------J <br />I: <br />WIDTHL <br />: ( CJ INDICATES FILLED CELL w/ 3000 <br />IN <br />CJREQUIRED C <br />STEPS AS <br />PER FIELD <br />I �0-p. PSI CONC. GROUT FROM FT. TO <br />I 2'-0" 4'-0' 2'-0" 6'-0" <br />' I BEAM W/ (1) #5 REBAR VERT <br />4'-6„ 2 _6„ <br />I I iD11� <br />r <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF CONC./ PAVER TO BE 4" 31/2" SLOPE <br />BELOW FIN. FLR. I <br />I' <br />`) <br />I DOWELS 5" EMBED W/ 25" EXT. <br />"' PROVIDE Y2" x 9" iv (2) #51S <br />ABOVE SLAB GRADE 40 STEEL <br />RECESS FOR FRT. DOOR <br />-4 <br />■ . . . . . . . . . . . . . . . . • . . . .� . . . . . . . . . . . . . . . <br />. . . .: .... . . . <br />ii . . . . . . . . . . . . .is <br />T-1 <br />5' <br />-1" <br />H.B. <br />T-0" <br />-4" <br />L <br />S3 <br />TYP <br />2'-6" x 2-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />W$i1i <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 />— �y W Z <br />N <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.:. <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />;; '•;,�.' <br />�• �•' <br />;•: <br />#5 X 25" X 25" CORNER <br />' �•• ' �•• ' ' <br />�•• <br />BAR ONE FOR EA. <br />' ' ' ' • ' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />I • <br />—Alternate: <br />_ <br />The reinf. bars shall be <br />;;:,,.•;r,,•'t;;,: ;t;r�.�•t;,,. <br />;;: <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER <br />BAR DETAIL <br />SCALE. 3/4 = 1 -0 <br />...., <br />�w <br />zo <br />— O <br />z�z <br />r <br />z <br />w <br />(D(a <br />M <br />U— <br />O W <br />m <br />oom <br />W <br />— <br />N M <br />M <br />N <br />U <br />_. Q <br />O p <br />U <br />.A-- LL. 00 <br />¢ tm <br />O Y f� <br />4 <br />L <br />a Q O <br />N N <br />M N W Z <br />Z W � z <br />F es3-t- a <br />N <br />Wa" aW <br />W VQEL: <br />Z m a O <br />N <br />z �o <br />c4<LL <br />m <br />Z��,i <br />N « A <br />e <br />sU 6 '• <br />s <br />t y nth°•QPe•� 4' <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 />Engineer's signature and seal. <br />LEmNNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />L <br />LU <br />za <br />fF <br />Z <br />w¢�� <br />oU48o�0 <br />Q <br />AJ <br />�OQzz <br />i... <br />z <br />C J <br />r Rm <br />a <br />OU <br />O <br />w N <br />O <br />L <br />CL)>o <br />z z <br />j< <br />L� <br />xz <br />Ce <br />z <br />Q <br />z <br />U3 <br />O <br />LL <br />z <br />O <br />�qj <br />U <br />= <br />Q <br />z <br />o00 <br />O <br />fNoU <br />2 go <br />cV <br />rl <br />oQOQ <br />z w Z <br />Q <br />9 a <br />Z <br />O O <br />Z.--1 <br />o' <br />W <br />Sao <br />M <br />c) <br />Q <br />Q <br />z <br />z <br />�k <br />00 <br />Z <br />S <br />pp <br />i <br />Z <br />LU <br />Z <br />O <br />Qw <br />T-I <br />a. <br />U) <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: M)AMES <br />VERSION NO" 4mO <br />SHEET NO. <br />6.0 <br />