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c d 27'-0" p TYP @ 1 S3 STORY 6'-0" -oivnr 4 FOO Z-6" x Z-6" x 1'-0" W/ (3) #5's E.W. Oli J TYP @ 2 S6 STORY 3'-0" H.B.+ 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 & 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 W CONTROL JOINT DETAIL SCALE:1 1/7'=1'-0" o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _ { #5COSEE FOR o I { O I O I ; W.H. (2) #5 REBAR ( • ; ' I I O I VERTICALS w/ in I _ I � 01_0„ I .'.'.'.'.'.'.'.: I I ; : I FILLED CELL •:� ,r #5 X 25" X 25" CORNER ■ I ' ' BAR ONE FOR EA. '• ' • � - HORIZ. REBAR, TYP. U.N.O. 121'-2�' :.: •• J:.': •• •, .'� "*Alternate: 2 STORY , • - - .. � , •, . ., •, •. •, •I , � The reinf. bars shall be o „ � K I •r.; • •r.; •r. -• •r.; • •r' Cont. around corner by cold 15'-6�" 4'-5" 00 S3 bending the bar w/ min. I a a . • 5'- ' G I : I I - bar lap of 25". ' - I o TYP. CORNER BAR DTL. — CJ ° — CJ ° S3 I ' N CJ CO rn T .. I N N - I - - - SCALE: 1 1/2"=1'-01' TYP @1 STORY I { I O r I — �OPT. co A } I W e-3 1/2" SLOPE, I to S3 INDICATES FILLED CELL w/ 3000 PSI U.)I } so ; I CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP I i ° I @ ALL PLACES SHOWN HOOKED FTG. } I I 1 DOWELS 5" EMBED W/ 25" EXT. I } OPT. D I ; ABOVE SLAB GRADE 40 STEEL" ::::::: ; I I G I 2 STORY CC (2) #5 REBAR •' G S3 VERTICALS w/ in o S3 _ I I FILLED CELL — i T I —CJ —CJ L--- " J --- -- --------� J •.t.............. ■ o q ■...-.......-..... I -I......-...... - - -�— -.- _ PROVIDE Y2" x 9" 2'-6" x 2'-6" x V-0" W/ (x#' 4b x 1 E.W.RECESS FOR FRT. DOOR I W/ (3) #5's E.W. S3 27'-24„ I W/ (3}� . 19'-2' I 2'-0" 2'- (TYP. OF 2) CV iv o I I SLR L i�l 00 ca "' I 31/22,_�„ 9'-9$"�S3 PROVIDE 1 Y2" RECESS 0'-0" I KITCHE TOP OF CONC./ PAVER TO BE 4" . ■ -31/2 — — — I FOR SGD. REFER TO --- ------ MASON'S SLOPE FOR ISLAND LOW BELOW FIN. FLR. _ _ ■ I WIDTH WALLS I=__�__ _____� 1 —' I.. N I �� . STEPS AS I I CHASE TO _ _ _ ✓ ; ` STUB UP TO L — T ■ REQUIRED PER I I I ISLAND _ _ _ ; I I l a = , 2ND FLOOR FIELD I I I U). ' AHU = • FOR A/C — � ` CONDITIONS : I I I 113 — T r i "v 4'-0" — — — — CJ — — — — CJ I IEl I Z — CJ CJ —I I-+ io I III I� . ■' i�i 11 D.W.II 6. r . HVAC CHASE — I�I I 0'-O" I • BASED ON 3-1/2 MIN 3000 PSI CONC. SLAB FOR L= co LOCATION I HERNANDO COUNTY ONLY T i`•i I 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 �� • • .. I � CV MIL VISQUEEN VAPOR BARRIER ` o I T HVAC CHASE BASED ON v0 0 I LOCATION --- --I---- -- — I-------- ■...................� .......... .. .......... . ...... ........ ....... .......:... .:... :.................■ H.B. 4'-11" _ Z-22' 2'-52" 4, q TYP @ 1 S3 STORY 4'-8" 3'-1 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. 4'-8" n J TYP @ 2 S6 STORY FOUNDATION PLAN, LO T Z co — o Z Z Q d U Z cn i- J w � p U — w OE~ C = o0 �� U 0)V) W E 1—$ C c0 Cl) W 0 CM O`oo W L LLB O Y Q m O �_ CL Q G A, N C B D C Wxl,,;�" g .N W _ ox • 7 IL N Y` • V � LL Q� ¢•ate. .. 116-ESSN 1t11111111`� LLW ¢ o N M F 0 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 Sth 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 Z cV 0 •N i4 M Z, M Q V) Ln IZ tn•�� Q U- CI"z M Q Z3: E Z WJ 00 d' B� OZ z J 5480, �Ez z Q- f - Z 02 00 O 14 "r6© M W Q 12 Zo gz Z z Ln O E 0 � � W U _ p fu _ O o <xr- o Wok �a za Z WLnW LJJ ? Z` a Z Z 9 ko Z U s o ^ = a z a L SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO, 10 SHEET NO. 6.0