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d t1 a 02 0I N O\f W 61-0" 3 A H.BT S3 3'-0" L. X-10" 1. 4'-0' 3'- �...................�... ............._...............� ... .. ............ ...._......_.�. .......................... ................ �............... N� r-------i----- ---- 11 ---I-- —r--------------------� _ 1 = 3-1/2" MIN 2500 PSI CONC I I I 4 I SLAB OVER 6 MIL VISOUEEN BARRIER I VAPOR (3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY) ciao 1 I ( — — —CJ i 31-54':.. C� ::...... 7'-211 T = C—f LOT Ci co ......... I 0 Gi I , CD �• ` co ;; I �o'-o" .. I .. 17— Lk r. A I CJ CJ CJ 1 1 f 100 1 I I K (2) #5 REBAR r S3 1 f o I ' S3 VERTICALS w/ in FILLED CELL 23'-11" 2'-10" 4'-111 1 4 2'-6" I I I G o , I: I O K I 2'-6"x2'-6"x1'-0" S3 C J _NL QSP _ _ �, W/ 3-#5 E.W. KITCHEN ISLAND I I I I C ASE TO ■ I LOW WALLS ao_ L=__J I 11 1 ✓ I S3 I I S3 _ _ _ _ISLAND I _—fit. �— CJ 1 — — — — — CJ CJ :: CJ o> I N 4'-0" S3 5-4-S-8" 7'-8" -3 1/2" ; ; 2,_ SLOPE I 1 1 37•-5� I 1 2V-2j" 32'-8� 41-81" I I (2) #5 REBAR LO LO -3 1/2" L S3 I PROVIDE 1 Y" RECESS VERTICALS w/ in FILLED CELL HVAC CHASE W.H. I FOR SGD. REFER TO I •- BASED ON II TYP L—— MASON'S SLOPE FOR I WIDTH I I LOCATION AHU ----------+—-------J = — — — — — — I CJ INDICATES FILLED CELL w/ 3000 — — — ........... L._;- ..� cod ■ ■ ■ CJ C N STEPS AS EQUIRED FIELD �0'-011 PSI CONC. GROUT FROM FT. TO I I PER I BEAM W/ (1) #5 REBAR VERT I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF CONCJ PAVER TO BE 4" _ BELOW FIN.FLR. �-3 1/Z" SLOPE�I a `" I DOWELS 5" EMBED W/ 25" EXT. in PROVIDE Y2"x 9 " — ABOVE SLAB GRADE 40 STEEL — — — — f— RECESS FOR FRT. DOOR ��I Q r q H.B.T L S3 S3 2'-6" x 2'4" x 1'-0" ,, TYP W/ (3) #5•S E.W. 7'-1Q' _ 5'-2k fi-n" i,-Q" ri,_9° �i'_1° A' -A' r,,_n^ 1,_n" 1 FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ... L co CONTROL JOINT DETAIL SCALE: NTS .;� • vY #5 CONT REINF. SEE .; ; .: • "�. FND. FOR QUANTITY • •�'� •~ #5 X 25" X 25" CORNER �'' ' •'' ' �• • BAR ONE FOR EA. HORIZ. REBAR, TYP. . •., ..:. •• •. •• •, -• ' •• U.N.O. "*Alternate: The reinf. bars shall be • • • • • • • • cunt. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE:NTS C9 Ln Z Z Q J d 13 z to (9 i�c -+ n w � p .O w N �U U WM as m� N ULL.o QAl � I BID. " cl N O _ � N Zz e z° U1 — � � a HO „ Cr) m ?5 m of c �y0• .�, ��••— F L O �\ To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.= za ria a �Z Z 0 O IN L p � Z z z � Q Z 0 �d 0 U- U = O . z O 298 U52�� IN Q�w ZE LU L=•1 W z � Z Z Zyg tj m rn QO ,--1 � 0. _ to � W E SCALE : AS NOTED DATE : 6/19/2018 TECH: WAM ES VERSION NO. 4mO SHEET NO. 6.0