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1 ■ <br />2 <br />■ <br />3 <br />■ <br />4 <br />■ <br />5 <br />■ <br />6 <br />■ <br />7 <br />■ <br />8 <br />■ 9 <br />■ <br />19 <br />■ <br />11 <br />■ <br />12 <br />■ <br />13 <br />■ <br />14 <br />■ <br />15 <br />■ <br />16 <br />■ <br />17 <br />■ <br />18 <br />■ <br />19 <br />■ <br />20 <br />8" REINF. MASONRY <br />1/2" BITUMINOUS BOARD <br />ISOLATION JOINT <br />DOWELS AT VERTICAL WALL <br />REINFORCEMENT WITH 50 <br />CONCRETE SLAB - SEE PLAN <br />BAR DIA LAP SPLICE <br />r6, T.O. SLAB <br />GRADE -SEE CIVIL <br />ELEV = SEE PLAN <br />VAPOR BARRIER - SEE ARCH <br />DRAWINGS <br />GROUT SOLID <br />BELOW GRADE <br />T.O. FOOTING <br />ELEV SEE PLAN <br />SEE FOUNDATION PLAN <br />AND/OR FOOTING SCHEDULE <br />FOR FOOTING SIZE AND <br />REINFORCING. <br />TYPICAL PERIMETER SECTION <br />3/4" = 1'-0" <br />3/4" = 1'-0" <br />,eZijZkIE;'11Xi7ZEel =11rL <br />CONCRETE SLAB — �— MASONRY WALL BEYOND <br />- SEE PLAN <br />SLOPE DOWN 1/8" CONCRETE SLAB - SEE PLAN <br />PER FT. <br />i <br />T.O. SLAB <br />ELEV = SEE PLAN <br />' 1 VAPOR BARRIER - SEE ARCH <br />DRAWINGS <br />(2) CONT. COURSES OF <br />MASONRY GROUTED SOLID. <br />T.O. FOOTING <br />ELEV = SEE PLAN <br />SEE FOUNDATION PLAN <br />AND/OR FOOTING <br />SCHEDULE FOR FOOTING <br />SIZE AND REINFORCING. <br />2 TYPICAL DOORWAY SECTION <br />s602 3/4" = 1'-0" <br />3/4" = 1'-0" <br />— — — — —— — — — — — — — — — — - 71 <br />I\ �I <br />\ / I <br />NOT USED <br />I/ \I <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1 TYP. SECTION AT RETAINING WALL <br />3/4" = 1'-0" <br />SEE SCHEDULE FOR ALTERNATING <br />TOP TRANSVERS BARS <br />CONCRETE SLAB <br />(2) #4 CONT. - SEE PLAN NOTE <br />- (1) TOP AND (1) BOTTOM CONT. #4 TOP AND BOTTOM <br />ALONG EDGE U SUPPORT BLOCKS AT T-0" O.C. <br />N <br />o- <br />o J bo <br />V <br />M <br />8� <br />"0.67 TS" THICKENED SLAB EDGE <br />3/4„ = 1'-011 <br />(2) #4 CONT. - (1) TOP AND (1) <br />BOTTOM ALONG EDGE <br />SEE SCHEDULE FOR ALTERNATING TOP <br />TRANSVERS BARS <br />U CONCRETE SLAB. <br />CV <br />d <br />z - <br />CDj1 <br />1 _; <br />SUPPORT BLOCKS AT <br />T-0" O.C. <br />cn CONT. #4 <br />SEE SCHEDULE FOR ALTERNATING <br />ALTERNATE: TOP TRANSVERS BARS <br />#4x4'-6"LG AND # <br />4x3'-0"LG AT 18" O.C. CONCRETE SLAB -SEE <br />PLAN NOTES <br />%SEE FOUNDATION PLAN <br />NOTES FOR SLAB <br />U REINFORCEMENT <br />CV) <br />(4) #4 CONT. <br />(2) TOP AND (2) BOTTOM <br />"1.0 TS" THICKENED SLAB EDGE "1.33 TS" THICKENED SLAB EDGE <br />3/4" = 1 I-016 <br />3/41' = 1'-0" <br />NEW EMERGENCY <br />GENERATOR <br />(SEE MECHANICAL DWGS) <br />MIN MIN <br />CONTRACTOR MUST VERIFY STEP ALONG INDICATES 14" THICK CONCRETE PAD <br />CONCRETE GENERATOR PAD. GC MUST FOR NEW EMERGENCY 2" O.C. SW <br />COORDINATE STEP WITH EQUIPMENT. REINFORCE PAD WITH #5 AT <br />3/4" = 1'-0" <br />#6 DOWEL WITH 50 BAR <br />DIAMETER LAP SPLICE AT WALL <br />VERTICAL REINFORCEMENT. <br />(4) #5 CONT. GALV. REBAR - <br />(2) E.F. AT TOP OF WALL <br />B GROUND <br />1 <br />i <br />a_ <br />FIN. FLOOR <br />EL.= SEE CIVIL <br />d <br />I <br />le <br />d <br />10 <br />I° <br />�I <br />#5 VERT. AT 8" O.C. <br />° <br />I <br />#6 VERT. AT 8" O.C. <br />2" CLR <br />1" CLR <br />a <br />� <br />#5 HORIZ_ AT 12" <br />O.C. EA. FACE (MAX) <br />d <br />de <br />1 1/2" DIA. PVC DRAINAGE PIPE <br />AT 16-0" O.C. (MAX) <br />U <br />d <br />2'-9" <br />T.O. SOIL <br />g CONT. KEYWAY <br />EL.= SEE CIVIL <br />#5 AT 12" O.CI TRANSV. TOP <br />ACI STD 90 <br />r <br />_ <br />` e <br />(6) #5 CONT. TOP AND BOTTOM <br />DEG. HOOK <br />C° <br />n d <br />m e <br />° ° <br />3" CLR. <br />iv <br />° a <br />d <br />d <br />d° <br />Le <br />° <br />#5 HORIZ AT 12" <br />O.C. <br />o <br />3" CLR. <br />a d <br />° TRANSV. BOTTOMr- <br />r. <br />#5 x 4'-0" LG VER <br />AT 12" O.C. <br />6' 6" <br />TYP. <br />SECTION <br />AT <br />RETAINING WALL <br />11 <br />3/4" = 1'-0" <br />12" MIN <br />3/4" = 1'-0" <br />O O O <br />N <br />o < <br />7' 8' <br />Cn WALL FOOTING <br />- <br />, - SEE PLAN <br />MAX. <br />EL. = SEE PLAN <br />d " d T.O. FTG <br />.ed - d <br />e . ' <br />WALL FOOTING REINF. <br />-SEE SCHEDULE <br />12 TYPICAL BLOCK OUT AT CONCRETE WALL <br />1/2" = 1'-0" <br />HcOroyEngineenng-, <br />STRUCTURAL DESIGN GROUP <br />1835 EDGEWATER DRIVE ORLANDO, FL. 32804 <br />PHONE: 407.245.8775 FAX: 407.245.8744 <br />WEBSITE: mcelroyeng.com <br />Firm Registration: #33835 <br />ME PROJECT NO: 1621-04 <br />"TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY <br />WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE <br />SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN <br />ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS <br />ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E. - FL No. 44741 <br />Illoilj! <br />. MC4�� �i� <br />... <br />�` P.•'G E NS •.'Q e <br />* ; No. 44741 <br />CC— <br />>�0 STATE OF ; &� <br />6/0NAL)c- <br />fill 1 0 <br />- 1 <br />I L <br />AdventHealth <br />ZEPHYRHILL.S <br />ZEPHYRHILLS GENERATOR ADDITION <br />Hunton • . <br />A R C H I T E C T <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS <br />03.22.22 CCD No. 1 1 <br />FOUNDATION DETAILS <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ ■ i9 ■ 1 ■ 2 ■ 1 ■ 14 ■ <br />■ 16 ■ 17 ■ 18 ■ 19 ■ 9n <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />