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CJ !. <br />UNIT C3 r ---_ -- F� ---- i i �"---��----_ UNIT 63 <br />,' I r------------1 1 I r-------------r 1 LLI ',I I I <br />III i I � i 1 ill 1 11 1 <br />03 ( �1 ' i I I 1 1 i l l i,�fi I I LLI , I I I I c*T, I: L--------------J L•-------- <br />Kil <br />�1-3 <br />I I 1 Y 1 ' 1 1 LL1 11 04 ; F-1 <br />LL I' .0'.�• LA- I I I 1u- I I, <br />_ TYP <br />ti 1-------------J it L J I §_ I I L r-1 1 •- <br />--- <br />F- I 1 LL <br />-----J I I L- <br />L-------•r—} F-1 J LL F-7 L---=* —J F-7 "� F-1 }-L-------� <br />F-1 <br />11'-115/8" <br />Bldg Type III - Foundation Plan <br />Bldg Symetrical About CL Except as Dimensioned <br />lio <br />1 /2"=1'-0" <br />7'-11" <br />N <br />1 <br />I , <br />I <br />I I <br />I I <br />1 , <br />I I <br />I I <br />I I <br />11'-9 3/4" 1 ' <br />----------J ' <br />O <br />,I <br />I 0 <br />I <br />I , <br />� � I <br />r <br />1 <br />r <br />It <br />1 <br />�+---------- ---- -------I <br />-"v <br />,f <br />1 <br />N <br />? _1 9'-61/2" <br />zI <br />I " <br />-- '-ICr•---- 2 <br />-4 <br />I "v <br />r3'-4"— <br />7' 11" <br />3'-4" <br />LOPE <br />1 <br />60 <br />-0'-112" <br />TYP <br />SLOP <br />1 <br />L--- <br />- J <br />L <br />01 <br />1 <br />I � <br />`I <br />l <br />.I <br />I <br />I <br />cn <br />I <br />I <br />UNIT B3 <br />--------- ` <br />r <br />13'41/2" <br />J <br />- <br />OL -0'-5" ;; <br />TYP <br />!' <br />I-R <br />--84r---;�5----� <br />1 <br />1 <br />1 L--------�-tV <br />- �� <br />r <br />I <br />v <br />t <br />-------J- <br />L- I <br />-----J <br />9'-2" 4'-7" 9'-61/2" 2'-1" '-1" 9'-61/2" <br />3T-41/8" 7'-11" <br />F-8 <br />I <br />I <br />I ' <br />I ' <br />1 ' <br />1 ' <br />! U <br />--J I L------------ <br />F-3 <br />Unit B2 Patio Detail <br />Unit B1 Mirrored <br />49'-1 <br />3'-10112" 9'-101/2" <br />1'-11" <br />7'-01/2" <br />1 /2"=1'-0" <br />cc <br />4 I <br />r----� <br />r---- <br />, I <br />I- ---- -� <br />- , --- -- <br />r------------ <br />J- <br />I <br />r <br />-I ``i`� r---1 <br />lk <br />A <br />I' 1 <br />I <br />I'1 <br />I 1 <br />L <br />`13'-4112" <br />J I I <br />! I I I <br />I I <br />�1NIT C1El <br />" <br />J I <br />0'-0" <br />TYP <br />I <br />i <br />1 <br />_ <br />f , <br />I <br />" <br />-------------------r�-- <br />�T-_ i } --------------- <br />i <br />N <br />id <br />01 <br />f <br />I <br />� <br />1 <br />02 <br />0'-0"-0" <br />OL - <br />'r I V 1 <br />f <br />III � <br />I <br />------J <br />I I i <br />r I <br />KNIT C3 <br />I <br />1 13'-4112" <br />I <br />I ' <br />' I ( <br />f <br />03 <br />1 1 1 <br />I I I <br />o <br />II <br />I I <br />" <br />-I I <br />v LL J <br />I s <br />fJ <br />40 <br />L......... ---� <br />o <br />--- <br />It <br />,l <br />-' <br />1 <br />I? <br />i <br />irn <br />_ <br />4'-7" I. 9-2" <br />112N <br />11'-11" I. 4'-91/2" L T-01/2" <br />1/8 =1 -011 <br />0 SHEET NOTES <br />A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION <br />NOTES <br />B REFER TO SHEET S3.01 FOR FOOTING DETAILS <br />C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALK <br />D REFER TO FRAMING PLANS FOR HOLDDOWN AND <br />SHEARWALL LOCATIONS FOR EMBED ANCHOR BOLTS <br />OR EPDXY BOLTS PER DETAILS TO LINE UP WITH <br />FLOORS ABOVE, TYP <br />KEY NOTES <br />01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED <br />SLAB ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />TERMITE TREATED, WELL COMPACTED SOIL <br />02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE <br />LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS <br />AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL <br />EQUIPMENT REQUIREMENTS <br />03 PSL POST, REFER TO FLOOR & ROOF FRAMING PLANS <br />FOR POST SIZES <br />04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" <br />LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) <br />05 CONTRACTOR TO VERIFY ALL CONDENSER PAD <br />LOCATIONS WITH SITE CONDITION. MAINTAIN THE <br />FOLLOWING: <br />-18" MIN. FROM BLANK WALL <br />- 36" MIN. FROM FACE OF ELECTRICAL PANEL <br />- 36" MIN. FROM WINDOW <br />LEGEND <br />EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />NO STEP <br />INT LOAD BRG WALLS <br />CJ CONTROL JOINT <br />FOMERU <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, f132701 <br />phone: 407.830.1400 <br />1 fax: 407.830.4143 <br />AA0002731 <br />www.fdrumarchkecWre.com <br />Fort King <br />Colony <br />Apartments <br />City of Zephyrhills, FL <br />`�.♦� i PROJECT NO. 10-2651 <br />�III�III...McLsk!en0 <br />IIIII��111 err NEERING R.GROUP o T <br />III <br />FL CofA #7992 Bldg Type <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 Foundation Plan <br />tY <br />Tel. (407) 354-5411 Fax (407) 354-3466 F <br />Web Site: www.mgmclaren.ca ,�111111//�Z <br />w <br />Ill <br />• l_ <br />• ` U <br />•• �Cw <br />S3,11 <br />SS�OMAL .�` 0 <br />R.F_ Olecl�LL <br />11P 111t. 514 <br />