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m <br />m <br />U <br />a- <br />m <br />N <br />0 <br />0 <br />N <br />00 <br />0 <br />0 <br />0 <br />NAIL DUPLEX NAILS TO <br />TOP OF FORM BOARD <br />r- SIMPSON MAS <br />TERMITE <br />SHIELD <br />6" <br />1/2" R.T. SILL PLATE <br />SILL SEALER <br />IMPSON MAS <br />STEP 2 <br />1 1 /2"=1'-0" <br />3'-6" <br />6" 6, <br />2'-6" <br />D <br />i <br />05 <br />N <br />o O6 <br />r Condenser Pads <br />(5) <br />1 /4"=1'-0- <br />REINFORCEMENTS <br />MARKS <br />SIZE <br />COMMENTS <br />BOTTOM <br />TOP <br />L <br />W <br />D <br />SHORT BAR <br />LONG BAR <br />SHORT BAR <br />LONG BAR <br />i <br />F-1 <br />CONT. <br />24" <br />M <br />@ 24 O C <br />3 #5 <br />--- <br />1- #5 <br />F-2 <br />I CONT. <br />24" <br />3 #5 <br />--- <br />--- <br />MIN <br />@ 24" O.C. <br />#3 TIES <br />F-3 <br />CONT. <br />24" <br />18°" <br />@ 24" O.C. <br />3 #5 <br />--- <br />--- <br />F-4 <br />CONT. <br />12" <br />22" <br />--- <br />1 #5 <br />--- <br />#5 <br />145 <br />MIN. <br />F-5 <br />24" <br />24" <br />26" <br />3 - #5 <br />3 - #5 <br />3 - #5 <br />3 - #5 <br />MIN <br />F-6 <br />30" <br />30" <br />26' <br />3 - 4i5 <br />3 - #5 <br />3 - #5 <br />3 - #5 <br />MIN. <br />0'-0" <br />01 1 /4" = 02 I M <br />UJ o <br />w ,,, <br />CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. PRE -FORMED STRIPS <br />MAY BE USED IN LIEU OF SAWED JOINTS. <br />Control Joint Detail <br />See Foundation Plan For Locations <br />0 <br />cn <br />3/4"=1'-0" <br />3/4"=1'-0" <br />FOUNDATION PLAN DIMENSIONED <br />TO EDGE OF CONC. SLAB, TYP. <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF STUD, TYP. <br />x <br />W <br />c <br />3"=1'-0" <br />FRONT OF <br />MACHINE <br />J-BOLT SPACING <br />PER MFR. INSTALL. <br />INSTRUCTIONS <br />F_6 Footin <br />Column <br />SLOPE GRADE <br />IRNDOWN AS <br />'RADING PLANS <br />IN MIN. DEPTH <br />GRADE. <br />TE W/ CIVIL DWGS. <br />3/4"=1'-0" <br />SLOPE GRADE <br />RNDOWN AS <br />)RADING PLANS <br />IN MIN. DEPTH <br />GRADE. <br />TE W/ CIVIL DWGS. <br />PER <br />SCHEDULE <br />gFootDeta i I <br />ing <br />@ Edge of Slab <br />SCHEDULE <br />FootingDetai <br />F-3l <br />@ Interior Bearing or Shear wall <br />3/4"=1'-0" <br />LU <br />LL1 Lu <br />2 W <br />S <br />V <br />3/4"=1'-0" <br />TOP OF SLAB <br />EVEN WI TOP OF PAVER <br />01 03 G.C. TO VERIFY W/ PAVER <br />I <br />014, SLOPE <br />LU <br />J PAVER BED PER MFR. <br />w <br />� w <br />02 PER <br />SCHEDULE <br />&F-2 ootin DetaiI <br />3/4"=1 `-0'= Ext. Wall <br />c <br />w <br />J <br />0 <br />a i < -do a <br />Cn <br />02 PER <br />SCHEDULE <br />Footing Detail <br />6 <br />7.3 <br />SLOPE GRADE <br />EXTEND TURNDOWN AS <br />REQ. PER GRADING PLANS <br />TO MAINTAIN MIN. DEPTH <br />BELOW FIN. GRADE. <br />COORDINATE W/ CIVIL DWGS. <br />N SHEET NOTES <br />A REFER TO SHEET S17.30 FOR GENERAL FOUNDATION <br />NOTES <br />B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALKS <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 REINFORCEMENT PER FOOTING SCHEDULE <br />03 2X P.T. BOT. PLATE: SEE SHEAR WALL SCHEDULE <br />AND DETAILS FOR ANCHORAGE REQUIREMENTS <br />04 EXPANSION JOINT: 1/2" THICK X 4" WIDE CONTINUOUS <br />BITUMINOUS MATERIAL WHERE SLABS ABUT EACH <br />OTHER <br />05 4" THICK CONCRETE PADS W/ WWF TYPICAL. <br />COORDINATE PLACEMENT TO ENSURE POSITIVE <br />DRAINAGE AWAY FROM BUILDING <br />06 ADJUST SIZE OF CONCRETE PADS AS NECESSARY TO <br />MEET CONDENSOR MANUFACTURER'S <br />REQUIREMENTS FOR CLEARANCE AND MAINTENANCE <br />_ <br />=1110_•®McL!ena <br />11 <br />ENEERING <br />GROUP <br />FL CofA #7992 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com <br />T F. O �� <br />.... <br />•i <br />�O• ••••N <br />O•� •.,• R 1D •. <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Fort King <br />Colony <br />Apartments <br />U! <br />C <br />0 <br />U <br />0 <br />E 0 City of Zephyrhills, FL <br />c <br />0 <br />.N <br />N <br />C <br />0 <br />0 <br />7 <br />0 <br />0. <br />2 <br />C <br />Q <br />EDITED BY: JT <br />ROJECT NO. 10-2651 <br />Clubhouse <br />Foundation Details <br />& Schedule <br />S17-31 <br />@ Commercial Washing Machine <br />3f4°'=1'-0" t '� <br />@ Column <br />3/4"=1'-0" t t <br />@ Ext. Wall <br />-- - <br />3/4"=1'-0° <br />