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<br />PRECAST "U" UNTEL W/ 1-#5 CONT. IN
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<br />, , .~ INDICATES FIllED
<br />1 ' , 'I I CELL FROM FTG. TO
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<br />Q BLOCK WAlLJREINFORCEMENT
<br />S-2
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<br />_______ EXISTING U-BLOCK W/ 1 #5 CONT,
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<br />#5X6'EMBEDDEDINTO
<br />EXISTING U-BLOCK UNTEL
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<br />---------- FILL CELL FULL HEIGHT W/
<br />NON-SHRINK GROUT
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<br />~5X6'EMBEDDEDINTO
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<br />SET BAR IN SIMPSON
<br />"SET" EPOXY OR EQUAL
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<br />20" MIN. LAP
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<br />#3 & #4 LAP SPLICE
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<br />#5 STD. 90 HOOK
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<br />NOTES:
<br />(1) IF RETROFIT FILLED CELL CONDmONS
<br />EXCEED (3) PER PROJECT CONTACT
<br />ENGINEER OF RECORD FOR ADDmONAL
<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 />lYP. TIE BEAM W/3000 P.s.I.
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<br />TYP. FILLED CELL W/3000
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<br />LINTEL BEAM:
<br />1 COURSE LINTEL
<br />BLOCK W / 1 # 5
<br />BAR & GROUT
<br />MIN. 25" LAP
<br />SPUCE (ACI 530)
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<br />r NON-SHEARWAlL SEGMENT
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<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWAlL
<br />EXTERIOR FRAME WALL
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<br />3 1/2" 2500 P.S,r. CONe. SLAB
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<br />COMPACT. TERMITE TREATED
<br />EARTH FILL REINFORCED WITH
<br />6X6 W1.4XWl.4 WWF
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<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)
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<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
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<br />\:y 9/16/03 TH
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<br />~3 FRAME (EXT./BRG./SHEAR) WALL
<br />( 3 , TO MASONRY CONNECTION DETAIL
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<br />\. S-2 , 1/2" lZl< 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF.
<br />---/ 1/2" lZl< 6" EXPANSION ANCHOR @ 40" O/C SHfAR = 61 PLF.
<br />2-7/8" HILTI X-DNI NAIL @ 12" OIC SHEAR = 140 PLF.
<br />1/4" lZl< 3" TAPCONS @ 16" OIC SHEAR = 198 PLF.
<br />
<br />A
<br />
<br />INSTALlATION OF WINDOW
<br />BUCK STRIPS - lX3 (MIN). GLUE
<br />STRIP W / ADH ESIVE SEALANT
<br />& SCREW W/3/16" X 2 1/2" PHILUPS
<br />FLAT HD. "TAPCON" SCREW MIN.
<br />4" FROM END & 16" O,C.
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<br />EXT. FINISH
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<br />DRIP EDGE
<br />
<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
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<br />1/8" SHIM SPACE
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<br />W/PLASTIC ANCHORS
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<br />( 6 ,S.G.D. INSTALLATION
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<br />Q MAS. WAll EXT. DOOR JAMB
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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 lYPE S.
<br />5.4 ALL BLOCK CElLS AND CAvmES 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) ALUED PRECAST
<br />4)LOTT
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<br />SPUCES 25" MIN.
<br />('LAP (ACI 530 ) 10" HOOK~ STD. 90 HOOK (lYp,)
<br />(lYPlCAL)
<br />~ i lYP. BOND BEAM
<br />, " 'I'. II' '["'. 8" X 8" X 16" K.O.
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<br />I I k. ' 1 #5 DIA. REBAR MIN. LAP 25"
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<br />2" X 4" P.T. W/
<br />~ (3) 1/2" X 8" "J" BOLTS OR
<br />/ (3) 1/2" X 6" EXPANSION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
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<br />_ SHEET NO.
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<br />52
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<br />LAST PLOT DATE
<br /><5 Mar. 23, 05
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