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<br />PRECAST "U" UNTEL ALL OPENINGS SPLJCES 25 MIN.
<br />UNDER 6'-0". (lLAP (ACI 530 ) 10" HOOK ~ STD. 90 HOOK (lYP.)
<br />(lYPICAL)
<br />~ ~ ; lYP. BOND BEAM
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<br />BAR & GROUT
<br />MIN. 25" LAP
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<br />INTERIOR SHEARWAlL
<br />EXTERIOR FRAME WALL
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<br />INDICATES FILLED
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<br />BEAM WITH 1 # 5
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<br />8" X 8" X 16"
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<br />~3 FRAME (EXT./BRG./SHEAR) WALL
<br />{ 3 , TO MASONRY CONNECTION DETAIL
<br />\ S-2 } 1/2" Ill< 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF.
<br />"""--'" 1/2" Ill< 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PlF.
<br />2-7/8" HILTI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF.
<br />1/4" 9J< 3" TAPCONS @ 16" O/C SHEAR = 198 PLF.
<br />
<br />Q BLOCK WALLJREINFORCEMENT
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<br />SCALE: N.T.S.
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<br />SCALE: N.T.S.
<br />8/01/03
<br />
<br />II
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<br />________ EXISTING U-BLOCK W/ 1 #5 CONT.
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<br />SET BAR IN SIMPSON
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<br />INSTALLATION OF WINDOW
<br />BUCK STRIPS - lX3 (MIN). GLUE
<br />STRIP W/ADHESIVE SEALANT
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<br />MASONRY CODES
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<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 lYPE 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 UNTELS SUPPUED BY APPROVED MANUFACTURER:
<br />1) FECP/CAST-CRETE CORPORATION
<br />2) POWER CONCRETE
<br />3) ALLIED PRECAST
<br />4)LOTT
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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 />COUNlY, ALL FILLED CELLS MUST BE
<br />WITNESS BY A LICENSE INSPECTOR OR
<br />AN ENGINEER.
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<br />52
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<br />0) LAST PLOT DATE
<br />15 Mar. 22, 05
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