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c d A TYP @ 1 STORY U.N.O. S3 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. H.B.+ I ..................... 0 4 T- N I I 23'-6t t I • I I I �; OPT. D I TYP 1 STORY 31/2" SLOPE I i f U.N.O. = I I I in rn A I II II _ I ri S3 + I I I• � +Ci is T ■ INDICT S ED CELL w/ 3000 PS : ( CONCAGROUT FILL FROM FT. TO BEAM I SLANDTO I ' • I I BUILDER TO PROVIDE J r` in W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN I I KITCHEN ISLAND I I LOW WALLS K S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC I HOOKED FTG. DOWELS 5 EMBED "GRADE —, W/ 25" EXT. ABOVE SLAB 40 4'-0" I STEEL" 25'-6" I I 20'-6 1 614" 1'-4" II ��a�o- : l I r I STEPS AS REQUIRED4. 1 q `- Ilo 7-5" 7'-1" 5'-8" '-0" PER FIELD CONDITIONS I q qlY I I r-,�Iz I PROVIDE 1 y" RECESS = I q q C/, I : I I K I CC = ' �� " " c 2-6 x2-6 x1-0 _ r W/ (3) #5 S E.W. ■ ; FOR SGD. REFER TO I I I L —JAI I MASONS SLOPE FOR I III III WIDTH I I D.W. III I \ S3 S3 I S3 I — — I o L CJ I III III — — — — — — -�— — — t° c? 4 io o �' S3 I 16-113' I 8'-6j" = — — -L ■ — --� ---� SLOPE I - N v 31/2" -3 1/2" I 2' $' 4•_8" 3-1/2" MIN 3000 PSI CONC. SLAB FOR -6"x2-6"x1'-0" W/ (3) #5'S E.W. PROVIDE Y2" x 9" I - cl, L co S3It HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONCJ PAVER TO BE V I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'-4' G I I I S3 .. ■ ■ ■ R+1'-5j" rn 0'-01, 36'-68" .......... S3 2'-6"x2-6"x1'-0" I I STORY U.N.O. o 7 W/ (3) #5'S E.W. CJ CJ ;n CJ — CJ 10'-10$" I o I HVAC CHASE `' BASED ON Ir 1 ' �\a_ �/I + M LOCATION II l' III �• 'r II l• r-tII `� �/ �0-0 I ■ 17-2$ I2�8JI LI = v /rID, ......:....... . .■. ....... ■.........:......... ■ ■, ..■ ■ ■ I ■ 4- I TYP @ 1 STORY S3 U.N.O. 6' 3'-10" L 4'-2" RZQ 4" FOUNDATION PLAN SCALE: Y4"=1'-0" 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uj LU CONTROL JOINT DETAIL SCALE: 3/4" = V-0" " #5 CONTINUOUS • ; .:• '•_ 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 :;: ••:;; •':r :r ••:r ••�;, Cont. around corner by cold •; •; •; •; •: bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" O v U � ZCn Z Z Q In C9 w •U W O I~ r— U W 12 mr- P1 M @C, C N U `s` o Q Lon,1:8!!� B I V.101 N D 12- Z `W LL n O � FL LU W12 CO lozo g LLU) . �6�epr� lom C6v �• L1 t c4 c-,1C� \�\� ridielili+�" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th 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.com Lu Z< Fd �a � o�U 2Z Zz � W L G 1 u � DC C 1� Z O �3 O � Q U �$ o p �196 W Z Z U ON Ln LLrz W Q Lli x Z a z $ ~ g r-1 co q0 ' Z g t8 w W rn O ,-1 a X:x U) s SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 3ol SHEET NO. 6.0