Laserfiche WebLink
C <br />d <br />TYP @ 2 STORY <br />J <br />S6 H.B. <br />■ ■ ■ ■ ■ ■ ■ ■ <br />: I: 1 2 STORY <br />I T <br />(2) #5 REBAR <br />fD I S3 I VERTICALS w/ in I <br />: o I FILLED CELL <br />■ I I <br />.�F �1Q <br />4 <br />�01-0" <br />I L Jn Ni I <br />J <br />— — — — — — — 14"CN <br />1LLi�----I s3 <br />■•I I II 1 I + CJ I I <br />I II I If - CJ I <br />oil I <br />o <br />IT <br />s <br />4'-0" <br />STEPS AS <br />1/2" SLOPE <br />KITCHE SLAND I <br />N <br />;to <br />I CHASE I �-3 <br />I <br />REQUIRED PER <br />; LOW WALLS <br />FIELD <br />TO <br />I I <br />CONDITIONS <br />I ISLAND I <br />■: I I I <br />I I <br />3-1/2" MIN 3000 PSI CONC. I I <br />SLAB FOR <br />I <br />L <br />RECESS FOR' COUNTY ONLYNANDO <br />( I I <br />o <br />S3 <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I <br />I <br />I MASON'S SLOPE I SLAB OVER 6 MIL <br />2 STORY <br />I 3 1/2' <br />FOR WIDTH VISQUEEN VAPOR I ( BUILDER TO PROVIDE <br />BARRIER �' APPLIANCE PROTECTION CC (2) #5 REBAR <br />L <br />_ <br />I I r �\ WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />c <br />(2) #5'S N <br />1 FILLED CELL <br />z <br />■ <br />T <br />TYP @2STORY <br />J <br />L.--------- —-----■' <br />02-40 <br />Cl)S6 <br />PROVIDE Y2" x 9" <br />I 1 I <br />-31/2"SL� <br />x " „ <br />RECESS FOR FRT. DOOR <br />I <br />W/ (3) # SE.W. <br />■ ; 10'-0" TOP OF CONC./ PAVER TO BE 4' <br />L 4 <br />BELOW FIN. FLR, <br />f- <br />S3 <br />j <br />(2) #5'S <br />■ I ISTUB U 1, 9„ ;-0" .......... . 13'-71"- <br />2ND FLOG <br />1 I I FOR A/C I <br />G <br />S3 t o I <br />b" <br />CJ CJ <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />iv <br />q <br />04 <br />Ln <br />— — <br />—]� <br />ri <br />, <br />5t_ l INDICATES FILLED CELL w/ 31300 <br />19'-0" -' ' '�18 � <br />1 PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />M: I ,� �'( +-+ BEAM W/ (1) #5 REBAR VERT <br />_�-� <br />I ABOVE SLAB TYP @ ALL PLACES <br />I10 <br />N <br />SHOWN HOOKED FTG. DOWELS 5" I <br />00 <br />"r <br />I� / ,� ; EMBED W/ 25" EXT. ABOVE SLAB I <br />/� c �/ "GRADE 40 STEEL" <br />iv <br />` <br />I HVAC CHASE I _ ` `_ „ °� I ; ■ <br />■ : BASED ON I — — J 10'-0" I <br />J <br />0 0 <br />LOCATION 64" .. 16 -3 " <br />S6 <br />00 <br />■...... .... .. ... ......... .......... . ii.. .. ........... ..... a....■ <br />mi <br />TYP @ 2 J <br />STORY S6 <br />4' <br />5,.4„ 2'-2a" 2'- <br />E•y <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <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 8 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 />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />the reinf. bars shall be <br />*nt. around corner by cold <br />lending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />C� <br />--j <br />a <br />z <br />Z <br />a <br />Z <br />a V <br />— <br />J <br />d N <br />13 <br />t/ ! <br />� <br />z M <br />c9 <br />f6 <br />0 <br />j� <br />1'C+ <br />o <br />ul <br />�N <br />w F <br />L— <br />U °D <br />L=u <br />• <br />U <br />0Of <br />a o <br />04 <br />z <br />ZW�2 <br />ii j�Jti,§U <br />W ��O <br />� <br />Lu <br />t <br />W t+. <br />a <br />C, <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 Florida Building Code <br />Residential 6th Edition. Engineer's signature and seal <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />1 LA- <br />a� <br />:T <br />Z• <br />g y <br />9 M <br />0 <br />I° <br />oa <br />W <br />oz <br />z�� <br />z <br />fo <br />U) C <br />C <br />`� <br />U <br />N � <br />�o <br />o� <br />Zz <br />> <br />3 <br />M <br />W <br />V <br />Zzo <br />y LL <br />WY <br />` < <br />� } <br />� <br />IIIIIIIIIIIII' <br />W� <br />5 <br />° <br />0 <br />•� T <br />> Ln <br />^L' <br />W <br />> <br />� <br />> <br />T� <br />0 <br />0 <br />r� <br />CLn <br />U) <br />tt7 <br />0 <br />V <br />� <br />rn <br />Ln <br />L) <br />N <br />T r <br />1 <br />00 C,4 <br />co <br />r <br />ai <br />z <br />0 <br />0 <br />rn <br />M N <br />^ <br />c <br />Z <br />c <br />a <br />E <br />E <br />E •• <br />8 3 <br />>v <br />v «� <br />¢ o" <br />c <br />JOB <br />NO: <br />19-5888 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />