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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 />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />'•;,,:' <br />;r <br />#5 X 25" X 25" CORNER <br />•'• <br />BAR ONE FOR EA. <br />' ' ' ' <br />HORIZ. REBAR, TYP. <br />. •" . <br />U.N.O. <br />• •. • <br />"Alternate: <br />The reinf. bars shall be <br />��; ; �;r', ; ��,:.•�;:,: <br />�r <br />cont. around comer by cold <br />�'�r.; • • <br />bending the bar w/ min, <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />IP <br />-v <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER o <br />TO MASON'S SCOPE <br />FOR WIDTH <br />to <br />zD <br />0 <br />F- <br />2'-O" x 2'-0" x V-0" <br />W/ (3) #5's E.W. - <br />0 <br />10 <br />T <br />TYP. @ <br />2 STORY <br />U.N.O. <br />/ J <br />10'-01, <br />1'-4" I T-4" I V-4" <br />L <br />S3 <br />I <br />11'-8" 6'110" 1 <br />�11 "I I <br />25'-0" <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />6'-2" 51-2" <br />TYP. @ <br />21 -81, 2 STORY SE <br />5-2" <br />AC PAD <br />■ oil E <br />■ ■ /j <br />■ <br />------ --- <br />----------� <br />T! ----I <br />M <br />S3 <br />1 <br />INDICATES FILLED C <br />LL /3 <br />00 PSI <br />// <br />I <br />CONC. GROUT FROM <br />=TR TO <br />BEAM <br />w/ 1#5 REBAR VERT. <br />TYPICAL @ ALL PLAC <br />BO E <br />S 9 H <br />SLAB. <br />WN <br />1 <br />HOOKED FTG. DOWELS <br />1� <br />HVAC CHASE <br />9 <br />1 EMBEDMENT W/ 25" EKT. <br />AB <br />VE SLAB <br />/j BASED ON <br />1 <br />1 "GRADE 40 STEEL" <br />// LOCATION <br />1 ■ <br />I <br />14'-2" 2'-6" 0 <br />6'4" <br />I oo I I <br />II <br />I ■ <br />/ <br />S6 <br />■ <br />I <br />I /t� <br />II <br />I <br />TYP. v <br />60 <br />// <br />I I <br />2 STORY <br />I <br />ii q' ELEV. <br />T <br />I ( I) nil <br />i ■ <br />U.N.O. <br />r — — — 1 21 11 �1_$11 PLUMBING ( I I <br />I �ALT � I / STACK F I I <br />AC PAD I I — C' <br />■ Aj U <br />L_--J <br />STUB UP TO I o <br />2ND FLOOR 1 <br />FOR A/C —I C.J, — <br />■ <br />A <br />I TB <br />0 <br />M <br />q <br />3-1/2" MIN. 3000 PSI I `� <br />CONC. SLAB FOR <br />HERNANDO COUNTY I ■ <br />ONLY 3-1/2" MIN. 2500 <br />PSI CONC. SLAB OVER I o <br />6 MIL VISQUEEN 1 r <br />VAPOR BARRIER — <br />■ <br />= 21-6" x 2'-6" x <br />STUB UP TO -ram' 1'-0" W/ (3) o <br />I 2ND FLOOR #5'S E.W. I M <br />■ �----FOR A/C --- I --------- I <br />14 <br />■ -- ---- I ■ <br />6'-10" 2'-8"4 9'-8" <br />H.w o C K I <br />-r', 3 1 /2" IS 1 I c <br />S3 S3 ii, <br />'-811 IL ER TO--1----1 <br />w PROVIDE 1 <br />z APPLIANCE 1 ■ ■ ■ ■ O <br />9 <br />CV <br />M <br />Q a. PROTECTION TOP OF CONC.I <br />&-4� PROVIDE 112" x 9112" <br />V Q WHEN REQUIRED PAVER TO BE 4 I o RECESS FOR FRT. DOOR <br />■ i PER FBC ( BELOW FIN. FLR. I N o I P L <br />iL-v 1 `n I IS 1 S3 <br />LU <br />>w - <br />I i ■ — — S3 `T <br />I o <br />2'-6" x 2'-6" x 1 I-0" I iv <br />W/ (3) #5's E.W. <br />— C.J. — — — <br />I <br />2'-6" x 2'-6" x 1'-0" (2) #1 VERTICALS <br />W/IN ILLED CELL I ■ <br />W/ (3) #5's E.W. I A <br />S3 I S3 <br />I I o TYP. @ <br />— — — — — — — — L — — — — — — — — ire SINGLE <br />STORY <br />—2'-0" x 2'-0" x 1'-011 <br />W/ (3) #5's E.W. <br />1'-6" 16'-8" <br />1'-10, - 16'-0" 1'-10" 5'4" <br />25'-0" <br />2'-011 x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />I- <br />O <br />z <br />O <br />O (n <br />O N <br />zM <br />F 0 <br />O � <br />O <br />r <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 />FOUNDATION PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />(',LD <br />O <br />h <br />( <br />t 7 L �, <br />4 - C <br />x <br />rz <br />t,s <br />IZ <br />C13 0 O <br />U <br />1✓ro0a <br />i <br />``E\ilittFEttf'►P}�,������ <br />�R0 1 <br />G <br />Q <br />Z <br />U �Uj <br />O OF -t <br />r <br />,u <br />a <br />A•••''FL <br />R•••''••° <br />v <br />��0 <br />To the best of the Engineers 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 />Engineers signature and seal. <br />0 n <br />00 <br />M � r # <br />Q $ $ 8 N <br />C'4 _ J <br />6 C S J <br />Q ao S * "- WW <br />nem <br />y! yr4--- u,, <br />N My LLaY <br />Q C J W y SQ <br />LL <br />V O <br />z t� 011 <br />Ed a <br />Z rng <a <br />00 a <br />N ,Z�¢QTO <br />Z O U UIL <br />co❑❑❑ <br />W <br />CD <br />z � � <br />z <br />CD <br />J <br />d � <br />- N <br />W CD <br />�4-J LL <br />fD <br />C) <br />U <br />0 <br />kA c w <br />W W <br />■■�-pE <br />L 8 <br />_ � <br />z <br />A <br />Q <br />• <br />s <br />RCID <br />W <br />M <br />2. <br />z <br />7d <br />u <br />E <br />z <br />0 <br />E U <br />CO <br />wI <br />90 <br />=0 <br />W i <br />Os <br />Z <br />p <br />N <br />XU <br />i <br /><0 <br /><Q <br />=O <br />0� <br />dz <br />� <br />T s_ <br />ao <br />a� <br />mf <br />� c <br />-g` <br />8 <br />Z <br />Cn J <br />ab <br />s <br />�Z <br />O <br />W <br />U <br />o <br />a z <br />1, - <br />w <br />Will <br />A <br />cOi3 <br />C O <br />O <br />J <br />m <br />M <br />CID <br />N <br />V <br />~ <br />to <br />0 <br />� <br />N <br />C) <br />o <br />(V <br />T <br />Q N <br />T <br />N <br />N N <br />N <br />o <br />z <br />z <br />E Iy <br />E <br />C <br />a <br />U Q p <br />JOB <br />NO: 22-02369 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />