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<br />~:.U . ANGLE W/1 #5 DIA.
<br />I~~,' ,u, ,,I I ~~':3~)IN. LAP 25"
<br />
<br />, " '.~ INDICATES FILLED
<br />1 " , , 1 I CELL FROM FTG. TO
<br />I::. ,. 1 BEAM WITH 1 #5
<br />I BAR MIN. LAP 25"
<br />: , (AO 530)
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<br />MIN. LAP (ACI 530)
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<br />LSEE FOOTING DETAIL .
<br />TYP. MONO. FTG. FOR LOCATIONS
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<br />@ BLOCK WAll/REINFORCEMENT
<br />S-2
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<br />SC\LE: N.T.S,
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<br />______ EXISTING U-BLOCK W/ 1 #5 CONT.
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<br />SET BAR IN EPOXY
<br />CAP TO PREVENT LEAKAGE
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<br />20" MIN. LAP
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<br />... .. J~ b S9 ~.i
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<br />SCALE: N.T,S,
<br />
<br />#5 STD. 90 HOOK
<br />SCALE: N,T.S.
<br />
<br />Q RETRO.FIT FlUED CElL DETAIL
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<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 UCENSE INSPECTOR OR
<br />AN ENGINEER,
<br />
<br />LINTEL BEAM:
<br />1 COURSE UNTEL
<br />BLOCK WI 1 # 5
<br />BAR & GROUT
<br />MIN. 25" LAP
<br />SPLICE (ACI 530)
<br />
<br />3 1/2" 2500 P.S.I. CONe. SLAB
<br />OVER 6 MIL V.B. OVER CLEAN
<br />COMPACT. TERMITE TREATED
<br />EARTH FILL REINFORCED WITH
<br />6X6 W1.4XW1.4 WNF
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<br />,-;'\ TYP. SHEAR WALL SECTION
<br />\:y 9/16/03 TH
<br />
<br />INSTALLATION OF WINDOW
<br />BUCK STRIPS - 1X3 (MIN). GLUE
<br />STRIP W/ADHESIVE SEALANT
<br />& SCREW W/3/16" X 2 1/2" PHILLIPS
<br />FLAT HD. ''TAPCON" SCREW MIN.
<br />4" FROM END & 16" o.e.
<br />
<br />EXT. FINISH
<br />
<br />DRIP EDGE
<br />INSTALLATION OF S,G.D.
<br />BUCK STRIPS - lX4 (MIN). GLUE
<br />STRIP W/ADHESIVE SEALANT
<br />& SCREW W/3/16" X 2 1/2"
<br />PHILLIPS FLAT HD. ''TAPCON"
<br />SCREW MIN. 4" FROM END
<br />& 16" O.e.
<br />
<br />TRACK - FILL ALL HOLES
<br />W/l" X #8 ST. STL. SCREWS
<br />W/PLASTIC ANCHORS
<br />SEALANT
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<br />@ MASONRY OPENING
<br />6 S.G.D. INSTALLATION
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<br />TYPICAL SHEARWALL SEGMENT
<br />
<br />I1111111 II1II11111I1
<br />
<br />ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
<br />CELL EACH END WITHOUT AN OPENING BETWEEN.
<br />
<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" (AO 530)
<br />
<br />TOP OF SLAB
<br />
<br />4)
<br />
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWAlLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM,
<br />
<br />TYP. TIE BEAM w/3oo0 P.S,r.
<br />CONe. W/l #5 REBAR CONT.
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<br />_ SIMPSON SP4 W/6 - 10D
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<br />( ... ____ MIN. SPLICE
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<br />I v ____ p.s,I. CONc'
<br />~ Wll #5 REBAR VERT.
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<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
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<br />( 3 , TO MASONRY CONNECTION DETAIL
<br />
<br />\ S-2 J 1/2" Ill< 8" "J" BOLT @ 40" o/e SHEAR = 61 PLf,
<br />~ 1/2" l/l( 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PlF.
<br />2-7/8" HILTI X-DNI NAIL @ 12" Ole SHEAR = 140 PLF.
<br />1/4" l/l( 3" TAPCONS @ 16" OIC SHEAR = 198 PLF.
<br />
<br />SCALE: N.T.S.
<br />
<br />6
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<br />f,.--- BLOCK LINTEL
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<br />1/8" SHIM SPACE
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<br />----
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<br />MASONRY CODES
<br />
<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 />
<br />I 1 1/2" RECESS
<br />I N SLAB
<br />SLIDING GLASS
<br />DOOR
<br />
<br />6
<br />
<br />TYP. 8" BLOCK WALL
<br />
<br />IIIIIII
<br />.....>
<br />......
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<br />
<br />1 X P.T. W/ 3/16" x 2 1/4"
<br />J( r- T APCONS @ 18" O/C MAX.
<br />M & 6" FROM CORNERS
<br />~
<br />
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<br />S-2
<br />
<br />SCALE: N.T.S.
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<br />
<br />r;'\ SECTION
<br />
<br />\:EJ
<br />
<br />SCALE: N.T,S.
<br />8/01/03
<br />
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<br />SCALE: N,T,S.
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<br />GROUT @ OPNGS. 6'-0" & OVER. "
<br />PRECAST "U" LINTEL ALL OPENINGS SPUCES 25 MIN.
<br />UNDER 6'-0". f'LAP (AO 530 ) 10" HOOK~ STD. 90 HOOK (TYP,)
<br />(TYPICAL)
<br />~ ~ i TYP. BOND BEAM
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