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E is s 65'-0" 5'-4" 1'- " T-2t' 5'-0' 5'-0' 5'-10" 3'-10" 6'-0' 6'-0" X-10" 2'-1* 5'-11a" 5'-0" 5,-4" 3'-0" A H.B+ TYP 1 STORY S3 ■ ■ ■ ■ ■ ■ ■" "■ ■ ■_ "■ ■ ■ ■ ■ 0,;, I o I 1 s'-0" 2 -�" 6' N -10" . • ..... III 10'-0" ' I \ I -3 1/2" I \ \ / DISP I I I 00 m m S3 I --SINK — — " \ �r .. I \� \ i D.W. j oo I I :: .. Ili �;0.'� 11 I A . S3 N o r L_____JI CHASETOISLAND a I I TYP@ 1 STEPS AS —IE — — —�_1— _ — _ — — _— — — — — — — • . — — — — ■• " `�� CJ L------------J CJ OPT. .. Tf-v CJ, • PROVIDE 1 Yz RECESS , , CJ-III I .0 • • . STORY U.N.O. — REQUIRED FOR SGD. REFER TO KITCHEN ISLAND REF.:: ..... ; .. •• : •• •• •• •• • •• •. •. •. •• • : •• : •• : : •••••• •••••• : ; ; , , ; 10•-10k PER FIELD I MASON'S SLOPE FOR I LOW WALLS q CONQ� TJONS WIDTH I �I� ..:::..'.: 16-10" •12'-10" I IINDICATES FILLED CELL w/ 0 PSI \\�� .........................:.... .. .... :..... .... .... CONC. GROUT FROM FT. TO BEAM I HVAC CHASE I ................... ............ ........... ..... ' .. • •BE ......... � ........ .— — ... — —.— — — — — —J . ..:.... _ .......:........... ■ ' ■ , „ 4 -0 4'4" 4'-6"01 r W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONCJ PAVER T 4" • I TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" ETBED PROVIDE Y2" x 9" W/ 25" EXT. ABOVE SLAB "GRADE 40 SLOPE ` I STEEL" I RECESS FOR FRT. POOR M I L o 2'-6"x2'-6"X1'-0" �, -4 " I I S3 25'-10& 9'-S& W/ (3) #5 E.W. 4'-4" u' 60 I I CJ CJ �•�� •• I• CC T°Q I : • I — TYP @ 1 STORY 3 S3 I U.N.O. I S3 r I (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" AHIJ VERTICALS w/ in ' I iv FILLED CELL W/ (3) #5'S E.W. I 2'-6"x2'-6"X1'-O" G �.�_.y �� I ' M ;0 W/ (3) #5 E.W. S3 I I OPT. W PAD -31 /2" SLOPE I , � O N � I I 3-1/2" MIN 3000 PSI CONC. I SLAB FOR HERNANDO COUNTY ONLY I J ;0 3-1/2" MIN 2500 PSI CONIC K S3 I SLAB OVER 6 MIL VISQUEEN �M' :: I I : ; S3 T I VAPOR BARRIER 35:-4" 20'-6" ■ I • • BUILDER TO I DE I I o%crI : I :: I APPLIPROVIANCE VERTICALS w/Aiinn • ' ' 4'-0" ' • 12'-1" ' PROTECTION FILLED CELL :: • • eo I WH WHEN REQUIRE D —�— --- —• -- ---------1'• — -- PER FBC — +-- ------_j . . �• . . . . • • . . . . . . • . . . . . . . . . . . • :• • • • • • • . • • • • « . • • • • • • • • • • . . • • ap ■ ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY V-6• 5'- 6'4r U.N.O. V-0" L 6'-0" L 6'-0" L 6'-0" 6'-0" 5'-2t L 7'-lr FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. 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 -7 W W N d CONTROL JOINT DETAIL SCALE:1 1/2"=14' .• #5 CONT REINF. SEE • .• FND. FOR QUANTITY ; •; #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ' ••Altemate: _ , • The reinf. bars shall be ;r,;••;r";•';�;,; �r,;•'�• ••�• cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" (� u7 Z M — o z CO z Q �I a U, z to _U cn w "U — O w ItI/^i CLI � I- o CO v' t- � 00 (t� m w F•— E $ W — � All '` O 0o = y N U44) L1100 7 chao Y Q com in oo Q_ l Q O A' B D. N.C. B-D-C I 0 , CM N. GO W A•tM.S• i i r� LL• , W tt OLL To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 n o->•-r O M Q � M LA •`"n 12 Q L - a .. � M U C 00 z Q � zQC Z LULU C:) W� zaa a� Z f=r 480, Z o�w 1"4 z 0 L T �-- 0® z o > U f v , Z 0 T Z M Z �g 0 O � L.L U (/) fa ^�^ 1..� 0 z Oho W o . fV Q k1 � 0 o' z N , f LU J In �--I LcU cW G Z o $ w Y Q �}. V G Q Z ~O z yZ j � Z o ^ g = �? r1 a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0