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20" MIN. LAP <br />�- #3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />25" MIN. LAP <br />#5 REINFORCING BAR <br />#5 LAP SPLICE <br />36" MIN. LAP <br />#6 REINFORCING BAR <br />#6 LAP SPLICE <br />4 TYPICAL REBAR SPLICE DETAIL <br />S-2 SCALE: N.T.S. <br />#5 REINFORCING BAR <br />10" <br />#5 STD. 90 HOOK <br />SCALE: N.T.S. <br />PRECAST "U" LINTEL W/ 145 CONT. IN HURRICANE ANCHORS (TYP.) <br />GROUT @ OPNGS. 6 -0 & OVER. <br />PRECAST "U" LINTEL ALL OPENINGS SPLICES 25" MIN. <br />UNDER 6-0". LAP (ACI 530) 10" HOOK <br />(TYPICAL) <br />� �ff i mIwi �"!M—mw� W�� mI� IFS <br />is <br />EBAR BOTH SIDES FOR <br />nj ffoM <br />OPENINGS 6-0" OR MORE INN <br />OWN 111 m m lam <br />Not m m mill m m 1100 <br />m 1 =I m m 11m, m m Film, 11 m <br />mm� 1 m m III m m 1 ION <br />• d d � d • d <br />LSEE FOOTING DETAIL I SEE FOUNDATION PLAN <br />TYP. MONO. FTG. FOR LOCATIONS <br />U <br />a <br />a <br />g <br />in <br />N <br />BLOCK WALLIREINFORCEMENT <br />---- EXISTING U-BLOCK W/ 1 #5 CONT. <br />RETRO-FIT FILLED CELL DETAIL <br />RILL 3/4"X 5" MIN. HOLE <br />-T BAR IN EPDXY <br />4P TO PREVENT LEAKAGE <br />5X6' EMBEDDED INTO <br />(ISTING U-BLOCK LINTEL <br />:LL CELL FULL HEIGHT W/ <br />3N-SHRINK GROUT <br />5X6' EMBEDDED INTO <br />(ISTING FOOTING <br />ULL 3/4"X 5" MIN. HOLE <br />T BAR IN SIMPSON <br />ET' EPDXY OR EQUAL <br />XISTING FOOTING <br />NOTES: <br />(1) IF RETROFIT FILLED CELL CONDITIONS <br />EXCEED (3) PER PROJECT CONTACT <br />ENGINEER OF RECORD FOR ADDITIONAL <br />INSTRUCTION. <br />(2) FOR PROJECTS IN HILLSBOROUGH <br />COUNTY, ALL FILLED CELLS MUST BE <br />WITNESS BY A LICENSE INSPECTOR OR <br />AN ENGINEER. <br />STD. 90 HOOK (TYP.) <br />TYP. BOND BEAM <br />8" X 8" X 16" K.O. <br />LINTEL BLOCK <br />FILL W / GROUT & <br />1 #5 DIA. REBAR MIN. LAP 25" <br />(ACI 530) <br />STD. 90 DEGREE <br />ANGLE W/1 #5 DIA. <br />REBAR MIN. LAP 25" <br />(ACI 530) <br />INDICATES FILLED <br />CELL FROM FTG. TO <br />BEAM WITH 1 #5 <br />BAR MIN. LAP 25" <br />(ACI 530) <br />8"X8"X16" <br />C.M.U. <br />TYP. DOWEL 25" <br />MIN. LAP (ACI 530) <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />LINTEL BEAM: <br />1 COURSE LINTEL <br />BLOCK W/ 1 # 5 <br />BAR & GROUT <br />MIN. 25" LAP <br />SPLICE (ACI 530) <br />3 1/2" 2500 P.S.I. CONC. SLAB <br />OVER 6 MIL V.B. OVER CLEAN <br />COMPACT. TERMITE TREATED <br />EARTH FILL REINFORCED WITH <br />6X6 W1.4XW1.4 WWF - <br />NON-SHEARWALL SEGMENT <br />TYPICAL SHEARWALL SEGMENT <br />ALL SHEARWALL SEGMENTS CONSIST OF A FILLED <br />CELL EACH END WITHOUT AN OPENING BETWEEN. <br />SEE FLOORPLAN FOR FILLED CELL LOCATIONS. <br />FILLED CELL: <br />FILL BLK. CELLS WITH <br />GROUT ONE #5 @ LOCATIONS SHOWN <br />ON THE FOUNDATION PLAN <br />AND FLOOR PLAN. <br />MIN. LAP 25" (ACI 530) <br />TOP OF SLAB <br />d ' d <br />a <br />*-2 <br />NOTE: <br />SECTION BETWEEN DOWN RODS <br />ARE CONSIDERED SHEARWALLS <br />UNLESS OPENINGS ARE BETWEEN <br />THEM. <br />TYP. SHEAR WALL SECTION <br />9/16/03 TH <br />INSTALLATION OF WINDOW <br />BUCK STRIPS - 1X3 (MIN). GLI <br />STRIP W/ADHESIVE SEALANT <br />& SCREW W/3/16" X 2 1/2" PH <br />FLAT HD. " fAPCON" SCREW N <br />4" FROM END & 16" O.C. <br />EXT. FINISH <br />DRIP EDGE <br />INSTALLATION OF S.G.I <br />BUCK STRIPS - 1X4 (MIP <br />STRIP W/ADHESIVE SEA <br />& SCREW W/3/16" X 2 1, <br />PHILLIPS FLAT HD. 'TAP <br />SCREW MIN. 4" FROM El <br />& 16" O.C. <br />TRACK - FILL ALL HOLES <br />W/1" X #8 ST. STL. SCREV <br />W/PLASTIC ANCHORS <br />SEALANT <br />MASONRY OPENING <br />S.G.D. INSTALLATION <br />MASONRY CODES <br />5) MASONRY: <br />5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE <br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY <br />ASSOCIATION AND ACI 530. <br />5.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. <br />5.3 MORTAR SHALL BE TYPE S. <br />5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE <br />FILLED WITH CONCRETE WHEN STEM WALL IS GREATER <br />THAN 24" TALL ABOVE GRADE <br />5.5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON <br />FOUNDATION PLAN. <br />5.6 LINTELS SUPPLIED BY APPROVED MANUFACTURER: <br />1) FECP/CAST-CRETE CORPORATION <br />2) POWER CONCRETE <br />3) ALLIED PRECAST <br />4) LOTT <br />SCALE: N.T.S. <br />BLOCK LINTEL <br />1/2" DRWALL <br />BUCKSTRIP - 1X3 MIN (WINDOW) <br />1/8" SHIM SPACE MIN (SGD) <br />WINDOW/SGD <br />SEALANT <br />BACK OF JAMB <br />1 1/2" RECESS <br />IN SLAB <br />SLIDING GLASS <br />DOOR <br />SCALE: N.T.S. <br />TYP. TIE BEAM W/3000 P.S.I. <br />CONC. W/1 #5 REBAR CONT. <br />lip <br />SIMPSON SP4 W/6 - 10D <br />STANDARD HOOKS W/25" <br />MIN. SPLICE <br />TYP. FILLED CELL W/3000 <br />P.S.I. CONC. <br />W/1 #5 REBAR VERT. <br />8" C.M.U. <br />INTERIOR BEARING WALL <br />INTERIOR SHEARWALL <br />EXTERIOR FRAME WALL <br />2" X 4" P.T. W/ <br />(3) 1/2" X 8" "T BOLTS OR <br />(3) 1/2" X 6" EXPANSION ANCHORS OR <br />(6) 3" X 1/4" TAPCONS <br />(8) 2 7/8" HILTI TIX-DNI NAILS <br />so <br />oft <br />Z <br />oww <br />w <br />L4 <br />CEO <br />R <br />a <br />fi <br />F <br />U <br />z <br />39 <br />go <br />dm•� <br />c� <br />z <br />ON <br />��� <br />w <br />N <br />p°°j1�o <br />182 <br />no: <br />1� <br />-;zj+ <br />Lu <br />- O <br />i z w <br />w <br />J <br />G,2 <br />J�_ <br />LL <br />OBM <br />m <br />Z <br />` <br />O <br />LLI <br />p N'�! OD w <br />s <br />� o z <br />t0 <br />y e <br />Z <br />N <br />Q <br />J <br />a J c <br />UoE <br />zm <br />x <br />a w <br />pt <br />w8 <br />By <br />=aS <br />�S <br />�� <br />Zz <br />O <br />v, <br />v <br />m v <br />O 000' <br />o w <br />;-4 ZCD <br />Morn <br />L� c�NN 30 <br />u64USUl~P� 3 <br />N z z <br />W W W �rZ°Z°g�� <br />QQ U j65�f zLLf_z° a <br />� d w a Q W 0 Y X O Q <br />cyo <br />Z<UELu LuwLQ <br />0<> ts <br />0 <�poZ <br />ce <br />O Z LL cl <br />FRAME (EXT./BRG./SHEAR) WALL <br />TO MASONRY CONNECTION DETAIL J <br />1/2" 0(8" "J" BOLT @ 40" O/C SHEAR = 61 PLF. SCALE: N.T.S. <br />1/2" 0(6" EXPANSION ANCHOR @ 40" C/C SHEAR = 61 PLF. 8/01/03 <br />2-7/8" HILTI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF. <br />1/4" A 3" TAPCONS @ 16" O/C SHEAR = 198 PLF. <br />TYP. 8" BLOCK WALL <br />1 X P.T. W/ 3/16" X 2 1/4" <br />TAPCONS @ 18" O/C MAX. <br />& 6" FROM CORNERS <br />MAS. WALL EXT. DOOR JAMB <br />245X6' IN CONC. FILLED CELL <br />.. O <br />4" ±SAWCUT <br />-� SECTION <br />0 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />C) <br />O <br />z <br />O-0�N <br />M <br />a <br />ILL <br />M <br />p- <br />00 <br />Q <br />E <br />z <br />0 <br />CD <br />l� <br />IUD <br />V) <br />N <br />N <br />OoC <br />O <br />N <br />= <br />.(D <br />> <br />C:)__ <br />C <br />F <br />T—to <br />- <br />N �° <br />E <br />F <br />�v <br />o2 <br />c <br />W <br />C <br />Z <br />OO <br />z <br />g <br />� <br />NO. <br />Z <br />OSHEET <br />WM <br />w <br />S2 <br />>Lo <br />N <br />LAST <br />Mar. <br />PLOT <br />21, 05 <br />DATE <br />z <br />O <br />J <br />Z <br />w <br />V) <br />z <br />OOO <br />zLu <br />0 <br />Q <br />�a <br />�Q <br />wj <br />=w <br />~O <br />0 _ <br />COEn <br />5 <br />L <br />ww <br />z <br />z <br />Q <br />f <br />a <br />Ime <br />OU <br />w <br />f <br />O <br />V) <br />D <br />U) <br />0 <br />N <br />