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) <br />25'-0" <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB ; , , r #5 CONTINUOUS74, <br />UPPER 1/3 OF SLAB THICKNESS WHERE tl t�. ; REINF. SEE FND. FOR 1�_g�� 10'-0.1 <br />QUANTITY 13'-4" <br />l' <br />OR FIBERMESH SHOWN ON #5 X 25" X 25" CORNER REINF. SEE PLAN. FOUNDATION PLAN ` ° , , :r; ; e; <br />". BAR ONE FOR EA. 1'_4" 74„ <br />LF <br />HORIZ. REBAR, TYP. <br />�,, z / t u.N.o. 2'-0" x 2'-0" x V-0" L 2'-0" x 2'-0" x 1'-0" <br />LL1 I . , I� , v . y ` v^ <br />Cr .. ' .. ;. "Alternate: <br />W/ (3) #5's E.W. S3 W/ (3) #5's E.W. <br />"z`I' ' The reinf. bars shall be P. <br />cunt. around corner by cold <br />bending the bar w/ min. � <br />bar lap of 25". ---- — ------ S3 <br />T <br />CONTROL JOINT DETAIL <br />TYP. CORNER BAR DETAIL <br />SCALE:3/4"=1'-0„ ' �°° 4' <br />� 2�_0�� h�_4�� g'_g'� 1: � � ,LI 3'-10L) 5L_2,1 F-8- o <br />00 i:o <br />SCALE: 3/4" = 1'-0" " <br />1-4 4,. I M j AC PAD <br />ALT <br />II <br />r------------------- 11 AC PAD <br />J <br />I PROVIDE: 1-1/2" RECESS n/ <br />Q I F R SG DOOR. REFER S6 ST RY HVAC CHASE 111 L__= <br />'IBASED ON <br />T MAS N'S SCOPE LOCATION I I� <br />I F DR WIDTH <br />I �I I • <br />I II I <br />1/ I o <br />I ,- <br />■ r o INDICATES FILLED CELL 1 1 1 CO <br />W/3000 PSI CONC. GROUT I I <br />f FROM FTR. TO BEAM W/ 1#5 I <br />C.J. _ _ REBAR_VERT. ABOVE SLAB. <br />J r TYPICAL @ ALL PLACES I / <br />S6 <br />I I SHOWN HOOKED FTG. � � 1 _ <br />z TYP. @ 1 DOWELS 17" EMBEDMENT <br />2 STORY F--- — W/ 25" EXT. ABOVE SLAB <br />I I 10 <br />j o j j "GRADE 40 STEEL" I <br />• a III 1 1 I • <br />CII w o a II 11 <br />I II 11 <br />QOQ= II I 11 <br />Fn I I I I <br />III 3Y2' MIN. 3000 PSI CONC. S4AB I 60 IT <br />; I I FOR HERNANDO COUNTY ONLY 1 CO M ` <br />I 10 I I I 3Y" MIN. 2500 PSI CONC. g41AB OVER I <br />LJ 6 MIL VISQUEEN VAPOR 4ARRIER <br />■ L — — C.J. _ _ —J L <br />2' 0" 1 2'- " 5'-3" 15'-4" II <br />O Lu <br />- <br />� <br />PLUMBING LINE TO ____-�T 0'-0" ELEV. I 1 o <br />SECOND FLOOR --T--- FIN CONC. SLAB/ I I <br />II I 1 11- '1 <br />b <br />'x'"'-0I3'0"x3-0"x1'-0I• <br />80 <br />I 2-02-0x1 <br />10'-7 1/2" / (3) #5 E.W. 14'-5" I I W/ (4) #5 E.W. _ <br />0 <br />cY) I <br />0oL--------------- -------- <br />00 ■ 4 i 1 1 1 4 1 i 4 - I 4 i 4 1 1 <br />• <br />-3 1/2" 4" STEP I J <br />I o0 I C DOWN <br />1-1 S6 <br />17'-1 " S3 MIN. 101, 6'_4" 00 <br />TYP. @ o K u, <br />I _ 1 I 2 STORY <br />S3 I <br />(BUILDER TO PROVIDE 1 <br />IAPPLIANCE PROTECTION n I <br />I TOP OF CONC./ <br />WHEN REQUIRED PER FBC I� REC SS FOR FRT. DOOR 1 <br />I PRO IDE 1/2" x 91/2" I PAVER TO BE 4" <br />1 9'-4" 9'-4" j _ I BELOW FIN. FLR. <br />I <br />IL <br />—I— — — C.J. — —I— — �, — — —f-- ■ _4 I L - <br />I o <br />W I S3 <br />o A I I o ao 2" I TYP. @ <br />S3 <br />Z <br />O 1'4" ENTRY <br />TYP. @ I 2'-6"x2'-6"x1'-0"1 <br />O SINGLE I W/ (3) #5 E.W. <br />N "" STORY <br />■ ■ rf I <br />Z j (2) #5 VERTI ALS N <br />O t- I W/IN FILLED ELL I <br />cn O - I J A I N <br />T to HB � S3 I S3 I 10 S3 <br />LO <br />9 1 I �3'-0"x5'-0"x1'-0" <br />—4 W/ #5 @ 8" O.C. <br />• • E.W. <br />25'-0" <br />6'-4" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />} <br />O IZ <br />UIO <br />N O <br />FOUNDATION PLAN—B <br />SCALE: Y4"=1'-0" <br />A <br />J �W <br />C cc C N <br />-olmx <br />.. ��ci <br />V7 d G i0 <br />N Y <br />3 cc <br />s <br />is T tj III <br />1 C <br />N GA <br />E <br />ram. <br />dmti' O `/ode` <br />61 <br />a r <br />1 (Mill <br />a���Fa�eIIlgE�e��. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W E RLO <br />N <br />r�I <br />a C) o8Ig <br />jO Nm <br />0 O n �# LL L#JL <br />C? <br />(0 <br />, <br />r• r - LLL <br />M M y <br />of L o- <br />a J LL ii a <br />o <br />z o <br />= a31 R O o <br />�'r6N0 m Lu Q <br />W cn °'�' rn ¢ k z <br />w <br />z Lr)N M z G H <br />IL <br />I U <br />z o L) El I <br />nz <br />W <br />z N M <br />0 0 <br />z <br />Q <br />J <br />to z n <br />cD <br />0 <br />II - <br />(� w m <br />OL,., ooft <br />c� <br />Lam, " <br />aew. <br />J E <br />fJ <br />C) O N <br />C U) a <br />N M <br />o <br />w <br />co <br />J <br />O <br />z <br />< <br />l. L <br />N E <br />�� <br />Iry <br />E �U <br />�z <br />oa <br />F— fu <br />n <br />aq0z <br />U U <br />z <br />@ <br />¢o <br />�o <br />K <br />w? <br />7 <br />U <br />m� <br />O O <br />z <br />m J <br />mQW <br />U <br />¢ <br />� � <br /><z <br />a OU <br />W <br />m <br />_ <br />M <br />6F <br />ao <br />< <br />° <br />`C:) <br />> Lo <br />J <br />O <br />m <br />� 03 <br />03 <br />M <br />Lo <br />'T^ <br />L , <br />M <br />M <br />CV <br />= <br />L0 <br />T <br />L / <br />T <br />< N <br />r <br />T <br />M cM <br />o <br />cocc i0i V) <br />Z <br />z <br />c <br />E T E <br />� <br />m <br />c <br />0- <br />U -j Q Cl <br />JOB <br />NO: 23-06109 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />