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r <br />I I <br />a; <br />0 <br />Q <br />co <br />ti <br />N <br />rn <br />CU <br />0 <br />N <br />ti <br />T <br />C <br />O <br />N <br />O <br />d <br />3 <br />0 <br />M <br />O <br />i <br />ti <br />Co <br />u7 <br />c <br />0 <br />U <br />7 <br />O <br />a` <br />rl- <br />00 <br />N <br />Cn <br />2 <br />s <br />CD <br />o_ <br />Q <br />0 <br />c <br />m <br />m <br />Cn <br />_Z <br />W <br />Q <br />a <br />Q <br />ER <br />O <br />J <br />o <br />LL <br />Z <br />Q <br />U <br />W <br />a <br />II : #5 @ 16" O.C. VERT. REINF. IN <br />a <br />FILLED CELLS & AT CORNERS, <br />TYP. ALL (4) WALLS <br />BREEZEWAY <br />2 <br />ELEVATOR HOISTWAY <br />ELEV ATOR <br />=: <br />II <br />I <br />> <br />EQUIP. RM. <br />g <br />#5 T&B <br />I <br />SLAB REINF. <br />I <br />9OIL <br />0'-0„ <br />° a <br />— <br />d --- . ---=---a--�- <br />°' <br />_C? <br />f <br />\ <br />VAPOR BARRIER <br />1° <br />I d <br />. <br />I <br />BENTONITE CLAY <br />it <br />WATERPROOFING & <br />I <br />°II .:: <br />PROTECTION BOARD <br />1 1 <br />� <br />II <br />.. <br />w <br />DOWELS TO MATCH &ALIGN <br />I <br />I <br />8"X8"X16" CMU <br />I <br />W/ VERT. REINF. W/ STD. <br />I . <br />CONSTRUCTION W/ <br />8" <br />' <br />Cn <br />HOOK BOTTOM. LAP 48 BAR <br />I <br />HORIZ. JOINT REINF. @ <br />DIA'S. TYP. <br />I° <br />I <br />: I <br />16" O.C. VERTICALLY <br />N <br />II <br />1� <br />I I d <br />I <br />#5 0 ROD DOWELS IN <br />Ir .J <br />_ <br />-a- ; -=-a-= --�.-`--- ---+� <br />�--; <br />CONC. FILLED CELLS <br />. � a <br />. <br />CONT. FROM FOOTING <br />d <br />TO SLAB @ 16" O.C. <br />d <br />(FILL ALL CELLS TO <br />T/SLAB - 4 SIDES) <br />#5 @ 12" O.C. EACH <br />_ . <br />WAY T&B <br />_.......... ._ ... ,.... .__... <br />SUMP PIT <br />s" <br />2'-0" <br />6" <br />(3) #5 EW BOT. <br />OF SUMP FTG. <br />SQ. OPENING <br />rcz"Nt.EIeva.tor_Pit Detail <br />iD <br />ti <br />06 05 <br />19'-6" <br />0000 <br />OOD� <br />OOODO <br />6" <br />a TYI <br />Condenser Pads <br />3/4"=1'-0" <br />1 /4"=1'-0" <br />0 <br />FRONT OF <br />MACHINE <br />J-BOLT SPACING <br />PER MFR. INSTALL. <br />INSTRUCTIONS <br />@ Commercial Washing Machine 1 1l2"=1'-0" <br />01 1/4" 02 <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 3/4"=1'-0" <br />NAIL DUPLEX NAILS TO P.T. SILL PLATE <br />TOP OF FORM BOARD 1 SILL SEALER <br />SIMPSON MAS IMPSON MAS <br />4" <br />TERMITE <br />SHIELD <br />STEP 1 STEP 2 <br />REFER TO FRAMING DETAILS ON SHEET S4.02 FOR ANCHORAGE REQUIREMENTS & <br />SPACING IF SIMPSON MAS IS NOT BEING INSTALLED. <br />Simpson MAS Install <br />FOUNDATION PLAN DIMENSIONED <br />TO EDGE OF CONC. SLAB, TYP. <br />FLOOR PLAN DIMENSIONED <br />TO FACE OF STUD, TYP. <br />1 Slab Edge Detail <br />3"=1'-0" <br />TOP OF SLAB <br />EVEN WI TOP OF PAVER <br />O1 O3 G.C. TO VERIFY W/ PAVER <br />0'-0" SLOPE <br />V. <br />o , PAVER BED PER MFR. <br />w <br />a W <br />a <br />O2 PER <br />SCHEDULE <br />Footing Detail <br />@ Ext. Wall <br />1/2" <br />w <br />a. <br />F99 <br />FootingDetail <br />@ Column <br />3/4"=1'-0" <br />— 1 /2" <br />2 <br />S3.01 <br />�. �0'-011 <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 />LL <br />a <br />FOOTING SCHEDULE - BLDG TYPE I. II. III <br />REINFORCEMENTS <br />SIZE <br />MARK <br />BOTTOM <br />TOP <br />COMMENTS <br />L <br />W <br />D <br />SHORT BAR <br />LONG BAR <br />SHORT BAR <br />LONG BAR <br />11 <br />F-1 <br />CONT. <br />30" <br />M <br />@ 24"IO.C. <br />3 #5 <br />--- <br />145 <br />#5 <br />F-2 <br />CONT. <br />30" <br />20" <br />#3 @ 24" O.C. <br />3 #5 <br />--- <br />--- <br />F-3 <br />CONT. <br />30" <br />20" <br />#3 @ 24" O.C. <br />3 #5 <br />--- <br />--- <br />F-4 <br />CONT. <br />30" <br />28" <br />--- <br />3 - #5 <br />--- <br />--- <br />F-5 <br />CONT. <br />12" <br />12" <br />--- <br />1 #5 <br />--- <br />1 - #5 <br />F-6 <br />CONT. <br />16" <br />12" <br />--- <br />2 #5 <br />--- <br />--- <br />F-7 <br />PER <br />PER <br />38" <br />#5 @ 12" O.C. <br />#5 @ 12" O.C. <br />___ <br />PLAN <br />PLAN <br />MIN. <br />MAX. <br />F-8 <br />CONT. <br />12" <br />16" <br />--- <br />1 #5 <br />--- <br />145 <br />#5 <br />F-9 <br />36" <br />36" <br />38" <br />3 #5 <br />3 #5 <br />--- <br />--- <br />MIN. <br />��#3 <br />TES <br />F-10 <br />CONT. <br />24" <br />M <br />@24"IO.C. <br />3 #5 <br />--- <br />--- <br />PER <br />SCHEDULE SCHEDULE <br />Footing Detail Footing Detail <br />@ Breezeway / Balcony Edge @ Unit / Breezeway <br />LL <br />a <br />L <br />0'-0".L <br />W <br />J <br />LU <br />W Q <br />a- W <br />U <br />2 2 <br />�-o �-o <br />N SCHEDULE <br />— — — _ FootingDetail <br />E �z J# F-1 ---- F 3 <br />PILASTER @ Int. Bearing Wall or Shear Wall <br />40 <br />SEE ARCH. PLAN FOR SIZE <br />Footing Detail��1703�, <br />@ Pilaster <br />PER <br />SCHEDULE <br />1 Footing Detail <br />3/4"=1'-0" <br />kNS <br />ON <br />i v 3/4"=1'-0" <br />@ Stair <br />SEE FND. PLANS <br />O1 FOR ELEVATION <br />w -I <br />I <br />W CD <br />� W <br />U <br />02 <br />NI IN <br />PER <br />SCHEDULE <br />Footing Detail <br />3/4"=1'-0" @ Breezeway End / Sidewalk 3/4"=1'-0" <br />@ Tenant Separation <br />1 i <br />[Ant <br />2 <br />�01 <br />SHEET NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <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 />MAY NOT BE REFERENCED ON THIS SHEET <br />01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 <br />WWF 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 />USE (2) 2X4 PLATES AT NON LOAD BEARING <br />TENANT WALL <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 COMPRESSOR MANUFACTURER'S <br />REQUIREMENTS FOR CLEARANCE AND MAINTENANCE <br />#5 REBAR AROUND RECESSED <br />OPENING <br />VARIES, SEE <br />FDTN.PLANS <br />m <br />(8° MAX.) <br />01 <br />MIN. DEPTH <br />PER SCHEDULE <br />H <br />Q <br />3/4"=1'-0" <br />3/4"=1'-0" <br />2 <br />�01 <br />�--- <br />112" <br />_j7 <br />PER <br />SCHEDULE <br />F-1 <br />Footin De tail <br />I i I <br />@ Ext. Wall <br />SLOPE GRADE <br />EXTEND TURNDOWN <br />AS REQ. PER <br />GRADING PLANS TO <br />MAINTAIN MIN. <br />DEPTH BELOW FIN. <br />GRADE. <br />COORDINATE W/ <br />CIVIL DWGS. <br />3/4"=1'-0" <br />7 (ecessed Shower <br />as,. <br />ee Arch. for Locations <br />AL A <br />_ wren <br />=III=III �� <br />�I=III= ^/�I ENGINEERING <br />i ffi11,y 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 />IR.F. Oleck FL PE #525141 1 <br />1 <br />i <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />I <br />I <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />I fax: 407.830,4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />I <br />Apartments <br />0 <br />City of Zephyrhills, FL <br />0 <br />C <br />0 <br />N � <br />N <br />C <br />0 <br />U <br />7 <br />U <br />0 <br />a <br />c i <br />Q <br />SET DISTRIBUTIONS: <br />11/25/09 <br />Progress Set <br />1210.9/09 <br />Set <br />L <br />12117109....... <br />_ _..........._. <br />_60'%Progress _ <br />Bid..Set <br />et....._._ __........................ <br />03102110 <br />I <br />................._............ <br />I <br />Permit Set <br />................. ............. <br />_............... .___..__.._................................. ...._.......................... ........ <br />............................>.. <br />I <br />j <br />..... <br />.................. __......._....................... <br />...... .... ...... <br />A SHFFT RF\/ISInNS- <br />I EDITED BY: <br />PROJECT NO. 09-2587 <br />i <br />i <br />Foundation Schedule <br />........... .. <br />& Details <br />S3.01 <br />D <br />