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cf) <br />3:11 <br />0 <br />CD <br />C14 <br />::D <br />I <br />co <br />C.0 <br />1 <br />C14 <br />N-) <br />Lin <br />Cn <br />CD <br />C:) <br /><Z) <br />I <br />L0 <br />(14 <br />r- <br />-14- <br />C) <br />I <br />V) <br />C"i <br />CD <br />C-4 <br />F- <br />0 <br />F- <br />0 <br />0 <br />0 <br />9 <br />ID <br />Lz: <br />CN <br />CD <br />`714 <br />LC) <br />cm <br />C14 <br />C) <br />CN <br />L0 <br />4; <br />LLJ <br />S <br />(T) <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 7- 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 />FILLED CELL LEGEND <br />0 CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />Ej FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />29 FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 <br />UPPER 1/3 OF SLAB SLAB THICKNESS <br />OR FIBERMESH REINF. WHERE SHOWN ON <br />SEE PLAN. FOUNDATION PLAN <br />LU <br />LU <br />C/) Cl- <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2"=l'-O" <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />4, - <br />REBAR, TYP. U.N.C. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 11/2"=V-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 W1.4xW1.4 <br />W.W.F. <br />Oil <br />4 <br />4 <br />(4) #5 <br />REBARS <br />CONT. 4" 2'-0" 4" <br />CMU BEARING WALL FOOTING <br />5x5x3/8" A36 STEEL <br />BASE PLATEA <br />—0— 1 ------ -7:Ez =9 <br />LO 101 <br />SECTION A -A <br />A <br />SCALE: 3/4"=V-0" <br />C? <br />2" 0 SCH40 STEEL PIPE <br />w/ GALV. G120 FILLED <br />w/CONCRETE <br />(4) 1/2"x3 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />\—CONCRETE <br />SLAB PER PLAN <br />t FM2 BOLLARD DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />0 <br />CN <br />I <br />T-O" x T-O" x V-0" <br />wit (4) #5 EW. <br />9 <br />:;t <br />10 <br />Z9 55 <br />TYP, @ <br />2-STORY U.N , 0. <br />Cl) <br />10 <br />a <br />T-O" x T-0" x V-0` <br />w/ (4) #5 E.W. <br />SYMMETRICAL <br />54'-4" <br />18'-4" it 18--0" It 70, <br />134" L& 3-8" 1 T-8" L. 13-4" j 1-0111 1-0., L. 13'-4" 3-8" 0 <br />VERIFY <br />LOCATION OF A/C <br />(2) #5's — PAD <br />S3 Z-O" x Z-O" x 1 1.01l H 0,' <br />Vo <br />w/ (3) #5, E.W. BIB <br />LU 4' ELEV. FIN <br />CONC. SLAB <br />C� <br />PROVIDE 1)LRE�Cl <br />F- TLID-1—NG GLASS DOOF <br />MASON'S SCOPE FOR <br />no <br />.4" <br />VERIFY <br />AC PAD LOCATION OF A/C <br />PAD <br />)SE- 2-1)" x 2'-O"x V-0" <br />ML w/ (3) #5 E.W. <br />CONDENSATE CONDENSATE U <br />LINE LINE -4-- El FIN. <br />Oil 1 <br />'-fv CONC. SLAB <br />E2 <br />CID I -� <br />.4" <br />FROM <br />DE 1)/2" RECESS FOR <br />0 <br />F I 11-1111 <br />G GLASS IOIR-IEF-ER 1 F <br />MASO <br />TS SCOPE FOR WIDTH <br />C? <br />L I <br />I I - <br />PRIOVIDE LINE FOR <br />PROVIDE LINE FIR <br />\1 �1 ICE MAKER <br />I ICE MAKER <br />I <br />3Y2" MIN. 3000 PSI CONC. SLAB FOR <br />3 2 M <br />HE2NANDO COUNTY ONLY, 3Y2" MIN. <br />L �--t 1 LL 2500 PSI CONC. SLAB OVER 6 MIL <br />7 VISQUEEN VAPOR BARRIER <br />DBL, SINK w/ DBL SINK w/ <br />Cj. DISPOSAL ZD DISPOSAL C.j. <br />L -J( -i IL -ill I I <br />L — — — L — — — J I <br />EE <br />5--1 I'll 5'-9j" <br />IT 7L <br />C-5 U <br />14'-6'1 3'-10" 3-10" <br />Av-- A <br />C) <br />LO <br />0'-0" ELEV. <br />FIN CONC. SLAB <br />C.ji <br />rG G <br />@ FOUNDATION <br />"'0" -,0 <br />1 k'-4 @ FOUNDATION 2'1 16'-0 <br />LO <br />00 <br />-7 <br />L J L <br />C-1 <br />7 <br />JELEV. APPROX. <br />1-1/2" BELOW F.F. <br />ELEV. CAN BE NO <br />IMORE THAN 1-liz j/ <br />L J1 <br />BELOW TOP OF F <br />EGRESS DOOR <br />ITHRESHOLD. FIELD <br />(0 <br />iVERIFY (.0 H -1 ; K <br />PROVIDE 1/2" RECESS FOR H.VV/ C14 <br />1-i 1\ �3 to <br />FRONT DOOR, REFER TO IF I - <br />MASON'S SCOPE FOR WIDTH OTJ 2'- 10,3-" <br />FM24 FM24 F <br />\0 M I 7777T In In <br />4' , 1 01 <br />LO 1, 4--0" 1-01, 10'-6" 10'-6" 1 <br />C? <br />��-4" ELEV. FIN. -4" ELEV. FIN. <br />CONC. SLAB \)w CONC. SLAB <br />T <br />C.j. J. <br />ic. <br />P-11 '-4" 1116-8" 3-1- x T-O" x 1 1.0.1 <br />wl (4) #5 EW <br />u) [0 <br />r55 <br />2--6" x 2'-6" x V-0' <br />w/ (3) #5 E.W. <br />rA Cl) <br />�3 <br />S3 <br />"SEE S-3 FOR <br />L RECESS 0 <br />c) <br />HOSE L 60 <br />BIB <br />V-8" <br />(2) #5 VERTICALS (2) #5 VERTICALS <br />WIN FILLED CELL-�z W/IN FILLED CELL <br />8'-0" , V-8-' V-8" 81-011 <br />I I' All 441 All <br />12--25' <br />8 <br />D1 I <br />l x T-0"x V-0" VERIFY U <br />w/ (4) #5 E.W. LOCATION OF A/C C PAD <br />PAD <br />Z-O" x Z-O" x V-0" HOSE---, <br />w/ (3) #5 E.W. <br />CONDENSATE <br />-4" ELEV LU *4 LINE Fir <br />'-r CONC. SI R <br />6-8" T- 10" <br />A .4" <br />PRO DE 1 /1" REC R <br />2- <br />-E-/"- <br />-E Xl_ <br />I I G GLASS DOOR EFER '0 F <br />E S <br />STI D 11 iOR. <br />MAS IN'S SCOPE FOIRIDTH <br />o? 00 <br />�D (0 <br />M I D 1 <br />S3 INDICATES FILLED CELL W/3000 <br />PSI CONC. GROUT FROM FTR. <br />4 TO BEAM W/ 1#5 REBAR VERT. <br />7 ABOVE SLAB. TYPICAL @ ALL <br />CY) PLACES SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT W/25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />o? D11, SINK wl 60 <br />DISPOSAL <br />L— -j <br />12'-28. <br />4'-2" 14'-21' 3--10" <br />OIL 0'-0" ELEV. 0'-0" ELEV <br />FIN CONIC. SLAB FIN CONC. SLAL <br />C 1 00 C J 0 <br />4—� <br />co <br />rGG <br />S3 <br />FOUNDATION <br />6'-0" 2'J'O" <br />L <br />0 <br />F L <br />OP 19 <br />N \W.H,j <br />PROVIDE 1/2" 1-- 1 <br />PROVIDE 1/2" RECESS FOR RECES <br />T <br />L_FRONT DOOR. REFER TO __j L FRONTDOOR EFER <br />MfiS­0­N'8-`SC-0FE—FOFF—WIDTH FOR WIDTH FM24 2'-1 O44'j <br />[H] �//P/77 [ M <br />4" <br />01- 0 41-0" 1 -8, 1 1111 41-011 ;,-O"l O.� 10'-6" <br />-1 9 OIL 4" ELEV. FIN. <br />CY) <br />CONIC. SLAB <br />LO C.j. <br />C.j. + C.j. C, <br />7 <br />IC? C14 <br />ELEV. APPROX. ELEV. APPROX. C <br />1-1/2" BELOW F.F. 1-1/2" BELOW F.F. <br />ELEV. CAN BE NOj I ELEV. CAN BE NO <br />r55"\ <br />MORE THAN 1-1/2 MORE THAN 1-1/2" <br />BELOW TOP OF I I BELOWTOPOF <br />EGRESS DOOR I o? EGRESS DOOR <br />10 1 In 10 2-.6" x Z-13" x 14" <br />THRESHOLD. THRESHOLD. w/ (3) #5 E.W. <br />FIELDVERIFY FIELD VERIFY <br />00 <br />n. <br />1HO A L <br />0? <br />0 <br />c4 <br />�3 A <br />HOSE SE <br />BIB BIB)E (2) #5 VERTICALS <br />WIN FILLED CELL <br />6'-8" 6-8" V-8" 8'-0" <br />13'-4" 1 V-4" <br />FOUNDATION PLAN - LEFT SIDE <br />SCALE: Y4"=V-0" <br />Cn <br />C%j <br />C-') C,4 <br />LA. 0- <br />10 1C=14 <br />-CZ <br />C:� <br />W <br />cc W <br />W cc <br />tn <br />cc <br />— <br />C 3-- <br />0 IV <br />% <br />>L <br />% <br />< <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and sea]. <br />W <br />jw, <br />E <br />C) 8 <br />NO 6 <br />C <br />0 <br />too6 <br />w <br />Lu <br />Lu <br />Z <br />z -Co: M <br />13 <br />R: 0 on <br />19 Z� <br />Lu C) <br />V, <br />W o ;,7 <br />U) <br />M <br />< <br />z <br />W <br />0 <br />z <br />_ <br />0 <br />0 X: <br />CN < <br />L) U) <br />0 <br />z <br />W <br />CL <br />U) V) <br />(D <br />u- <br />4-J co <br />0 L-Li <br />V) <br />V) <br />U) <br />C) <br />L-Li <br />C) 0 <br />E <br />0 <br />E <br />CL <br />'0 <br />ZZ <br />Z <br />0 <br />W� �� <br />Cf.) <br />2 <br />< <br />.0 <br />0 <br />z <br />'z- <br />< <br />50 <br />IN <br />C� <br />< <br />< 0 <br />z <br />M <br />< <br />< <br />'0 <br />0§ <br />0� <br />00 <br />7 L) <br />0) <br />cc <br />C14 <br />0 <br />C-0 <br />CN <br />M <br />CID Li- <br />C=) <br />LO <br />60 <br />-2 <br />W coo <br />C:> <br />0�4 <br />LO <br />0 <br />co <br />LO <br />C%4 <br />M CD <br />C:> <br />< -r- <br />C6 <br />CD <br />E <br />Cf) co <br />i6 U-) <br />0 <br />M <br />z <br />E T— <br />E <br />ca <br />CU <br />0 0 M <br />< <br />4) <br />JOB NO: 23-04725-04730 <br />SCALE : AS NOTED <br />SHEET NO. <br />2A <br />