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FOOTING SCHEDULE <br />SHEET NOTES <br />n <br />a� <br />8 <br />�d <br />i� <br />0 <br />0 <br />0 <br />a� <br />c <br />0 <br />a <br />I <br />r- <br />W) <br />0 <br />LO <br />N <br />>, <br />c <br />0- <br />0 <br />LL <br />05 <br />WW <br />F <br />Q_ <br />1 <br />70 <br />6" <br />1J V <br />3'-0" 1'-6" 3'-0" 1'-6" 3'-0" <br />10 <br />_14- <br />1 <br />P <br />�a <br />M <br />O6 05 <br />Condenser Pads <br />1/4 "=1'-0" <br />— NAIL DUPLEX NAILS TO P.T. SILL PLATE <br />TOP OF FORM BOARD 1/2" <br />SILL SEALER <br />SIMPSON MAS IMPSON MAS <br />4" <br />1 <br />i <br />TERMITE SHIELD <br />W/ SILL SEALER <br />PER ARCH. <br />STEP 1 STEP 2 <br />Simpson MAS Install <br />Alternate to Quick Tie Epoxy Anchors 1 1/2"=1'-0" <br />FOUNDATION PLAN DIMENSIONED <br />TO EDGE OF CONC. SLAB, TYP. <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF STUD, TYP. <br />Slab Edge Detail <br />sUhtuULt <br />Footin Deta i I <br />DF-10 - <br />@ PSL Post <br />1/2" N <br />ir SEE PLAN 1/2 2 <br />S3.01 <br />03 <br />< <br />4. <br />w: <br />a2 <br />e- ' T- <br />gAt <br />Footin Detail <br />Patio Edge <br />REINFORCEMENTS <br />SIZE <br />BOTTOM <br />TOP <br />MARK <br />COMMENTS <br />L <br />W <br />D <br />SHORT BAR <br />LONG BAR <br />SHORT BAR <br />LONG BAR <br />F-1 <br />CONT. <br />28" <br />N M. <br />@ 24I OC <br />3 #5 <br />-- <br />145 <br />F-2 <br />CONT. <br />30" <br />20" <br />#3 @ 24" OC <br />3 #5 <br />w <br />__ <br />F-3 <br />CONT. <br />24" <br />20" <br />#3 @ 24" OC <br />3 #5 <br />--- <br />--- <br />FA <br />CONT. <br />16" <br />28" <br />-- <br />345 #5 <br />--- <br />--- <br />F-5 <br />CONT. <br />12" <br />12" <br />-- <br />1 #5 <br />-- <br />145 <br />F-6 <br />CONT. <br />16" <br />12" <br />-- <br />2 #5 <br />-- <br />-- <br />F-7 <br />PER <br />PER <br />26" <br />#5 @ 12" OC <br />#5 @ 12" OC <br />_ <br />-- <br />PLAN <br />PLAN <br />MIN. <br />MAX <br />F-8 <br />CONT. <br />12" <br />22" <br />-- <br />1 #5 <br />-- <br />145 <br />F-9 <br />24" <br />24" <br />26"MIN. <br />3 #5 <br />3 #5 <br />-- <br />_- <br />F-10 <br />32" <br />32" <br />20" <br />3 #5 <br />3 #5 <br />-- <br />_- <br />MIN. <br />3/4"=1'-0" <br />j—.(2 2 <br />S3.01 S3.01 <br />601— 00� —� <br />01 03 1/2" 1 03 1/2" <br />0 -0 <br />" - I <br />W s i <br />i <br />co �4 <br />W-PER S HEDULE <br />1 <br />02 F-1 PILASTER <br />SEE ARCH. PLAN FOR SIZE <br />_. <br />Footing Detail <br />3"=1'-0" 3/4"=1'-0" <br />At Pilaster <br />L <br />SEE FND. PLANS <br />01 <br />FOR ELEVATION <br />VARIES <br />LU — --= <br />D <br />-- <br />n <br />w <br />U, <br />ww <br />a= <br />U <br />socn <br />02 <br />PER <br />SCHEDULE <br />3/4"-1'-0" <br />SLOPE GRADE <br />w <br />w <br />EXTEND TURNDOWN AS <br />REQ. PER GRADING PLANS <br />TO MAINTAIN MIN. DEPTH <br />BELOW FIN. GRADE. <br />COORDINATE W/ CIVIL DWGS. <br />02 PER <br />SCHEDULE <br />Footing Detail <br />F66 <br />Footin Detai I <br />At Stair <br />SEE FND. PLANS <br />FOR ELEVATION <br />-11 <br />a <br />u <br />0 <br />F-5 <br />Footin Detail <br />At Breezeway End / Sidewalk <br />3/4"=1'-0" <br />2 <br />S3.01 <br />01 03 1/2" 1 I W <br />%0'-0" <br />w <br />�_ <br />02 I. EQ. EQ. I. <br />PER <br />F-4 <br />Footin Detail <br />F-34 <br />At Unit / Breezeway <br />F-3 <br />!At <br />ootin Detail <br />Int. Bearing Wall or Shear Wall <br />Footing Detail <br />At Tenant Separation <br />3/4"=1'-0" <br />3/4"=1'-0" <br />3/4"=1'-0" <br />2 <br />S3.01 <br />01 03 1/2" <br />0'-0" I <br />r- "I °O 2� SLOPE GRADE <br />w 1 <br />-J <br />a w EXTEND TURNDOWN AS <br />_ REQ. PER GRADING PLANS <br />^ u ' TO MAINTAIN MIN. DEPTH <br />J <br />02 I BELOW FIN. GRADE. <br />• _ •— .J COORDINATE WI CIVIL DWGS. <br />^ a a <br />PER <br />SCHEDULE <br />D1At <br />Footin Detail <br />Ext. Wall <br />A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION <br />NOTES <br />B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALKS <br />KEY NOTES <br />01 5" THICK MIN CONCRETE SLAB W/ 6x6 W1.4xW1.4 WWF <br />ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />TERMITE TREATED, WELL COMPACTED SOIL <br />02 REINFORCEMENT PER FOOTING SCHEDULE <br />03 2x PT BOT PLATE, SEE SHEAR WALL SCHEDULE <br />AND DETAILS FOR ANCHORAGE REQUIREMENTS <br />USE (2) 2x4 PLATES AT NON -LOAD BEARING <br />TENANT WALL <br />04 EXPANSION JOINT: 1/2" THICK, 4" WIDE CONTINUOUS <br />BITUMINOUS MATERIAL WHERE SLABS ABUT EACH <br />OTHER <br />05 4" THICK CONCRETE PADS W/ WWF TYP, <br />COORDINATE PLACEMENT TO ENSURE POSITIVE <br />DRAINAGE AWAY FROM BUILDING <br />06 ADJUST SIZE OF CONCRETE PADS AS NECESSARY TO <br />MEET COMPRESSOR MANUFACTURER'S <br />REQUIREMENTS FOR CLEARANCE AND MAINTENANCE <br />,tA <br />c aren <br />ENGINEERING <br />�T1=1T1 Oft^ <br />Ti= �/► <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 <br />Site: www.mgmdaren.cQ;�11111111J. - <br />• ",.''�GEN �% <br />9 <br />D <br />FORUME <br />t <br />0 <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />m <br />0 <br />g 745 orienta avenue, suite 1121 <br />t altamonte springs, fl 32701 <br />c phone:407.830.1400 <br />0e fax: 407.830.4143 <br />B AA0002731 <br />www.fbrumarchitecture.com <br />" <br />Fort King <br />Colony <br />e <br />Apartments <br />City of Zephyrhills, FL <br />i <br />SET DISTRIBUTIONS: <br />EDITED BY: <br />PROJECT NO. 10-2651 <br />i <br />i <br />Foundation Details <br />i <br />& Schedules <br />S3.01 <br />At Column <br />3/4"=1'-0" <br />3/4"=1'-0" <br />3/4"=1'-0" <br />