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<br />PRECAST "U" LINTEL WI 1-#5 CONT. IN
<br />GROUT @ OPNGS. 6'-0" & OVER.
<br />PRECAST "U" LINTEL ALL OPENINGS
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<br />T I SEE FOUNDATION PLAN J
<br />LSEE FOOTING DETAIL .
<br />TYP. MONO. FTG. FOR LOCATIONS
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<br />CD BLOCK WALlJRElNFORCEMENT
<br />5-2
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<br />
<br />_______ EXISTING U-BLOCK W/ 1 #5 CONT.
<br />
<br />ill
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<br />
<br />~ = ~ DRILL 3{4"X 5" MIN. HOLE
<br />SET BAR IN EPOXY
<br />= = CAP TO PREVENT LEAKAGE
<br />
<br />#5X6'EMBEDDEDINTO
<br />EXISTING U-BLOCK LINTEL
<br />
<br />-------- FILL CELL FULL HEIGHT W/
<br />NON-SHRINK GROUT
<br />fA\
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<br />
<br />~5X6'EMBEDDEDINTO
<br />~ EXISTING FOOTING
<br />
<br />DRILL 3/4"X 5" MIN. HOLE
<br />SET BAR IN SIMPSON
<br />"SET" EPOXY OR EQUAL
<br />
<br />==
<br />
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<br />
<br />20" MIN. LAP
<br />f f
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<br />25" MIN. LAP
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<br />l 10" 1
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<br />EXISTING FOOTING
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<br />#5 LAP SPLICE
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<br />,J ,'m^ '~~';69~H~9~6~tiNd~AR9~S^~HC ~N' ·
<br />#6 LAP SPLICE
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<br />r:'\ TYPICAL REBAR SPLICE DETAIL
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<br />\::Y
<br />
<br />SCALE: N.T.S.
<br />
<br />#5 STD. 90 HOOK
<br />SCALE: N.T.S.
<br />
<br />CD RETR(HlT FIlLED CELL DETAll
<br />5-2
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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 LICENSE INSPECTOR OR
<br />AN ENGINEER.
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<br />
<br />TYP. DOWEL 25"
<br />MIN. LAP (ACl 530)
<br />
<br />SCALE: N.T.5.
<br />
<br />SCALE: N.T.S.
<br />
<br />TYP. TIE BEAM W/3000 P.5,I.
<br />CONe. W/l #5 REBAR CONT.
<br />
<br />SIMPSON SP4 W/6 - 10D
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<br />t NON-SHEARWALL SEGMENT
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<br />fALL SHEARWALL SEGMENTS CONSIST OF A FILLED
<br />r CELL EACH END WITHOUT AN OPENING BETWEEN.
<br />
<br />t SEE FLOORPLAN FOR FILLED CELL LOCATIONS.
<br />FILLED CELL:
<br />t FILL BLK. CelLS WITH
<br />~ GROUT ONE #5 @ LOCATIONS SHOWN
<br />L ON THE FOUNDATION PLAN
<br />I AND FLOOR PLAN.
<br />t I ~ MIN. LAP 25" (ACI 530)
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<br />LINTEL BEAM:
<br />1 COURSE LINTEL
<br />BLOCK W/ 1 # 5
<br />BAR & GROUT
<br />MIN. 25" LAP
<br />SPLICE (ACI 530)
<br />
<br />TYPICAL SHEARWALL SEGMENT
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<br />3 1/2" 2500 P.5,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 WWF
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<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
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<br />MIN. SPLICE
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<br />-TYP. FILLED CELL W/3000
<br />P.S,I. CONe.
<br />W/l #5 REBAR VERT.
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<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
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<br />\::y 9/16/03 TH
<br />
<br />1~3 FRAME (EXT./BRG./SHEAR) WALL
<br />r 3 'TO MASONRY CONNECTION DETAIL
<br />
<br />\ S-2 ) 1/2" ~ 8" "J" BOLT @ 40" o/e SHEAR = 61 PLF.
<br />~ 1/2" ~ 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" ~ 3" TAPCONS @ 16" O/C SHEAR = 198 PLF.
<br />
<br />SCALE: N.T.5.
<br />
<br />6
<br />
<br />INSTALLATION OF WINDOW
<br />BUCK STRIPS - lX3 (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.
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<br />EXT. FINISH
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<br />DRIP EDGE
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<br />INSTALLATION OF S,G.D.
<br />BUCK STRIPS - 1X4 (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 />BUCKSTRIP - lX3 MIN (WINDOW)
<br />1X4 MIN (SGD)
<br />1/8" SHIM SPACE
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<br />DOOR
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<br />@ MASONRY OPfNING
<br />6 S.G,D. INSTALLATION
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<br />1 X P.T. W/ 3/16" X 2 1/4"
<br />TAPCONS @ 18" O/C MAX.
<br />& 6" FROM CORNERS
<br />
<br />CD MAS. WAll EXT. DOOR JAMB
<br />S-2
<br />
<br />SCALE: N.T.S,
<br />
<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 CAVrnES 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) LOTI
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<br />\ 2-#5X6' IN CONe. FILLED CELL
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<br />(7'\ SECTION
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<br />'lSJ
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<br />SCALE: N.T.S.
<br />8/01/03
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<br />SCALE: N.T.S.
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<br />SPLICES 25" MIN.
<br />('LAP (AO 530 ) 10" HOOK ~ STD. 90 HOOK (TYP,)
<br />(TYPICAL)
<br />~ j. TYP. BOND BEAM
<br />"',' , 'I' II' "["'" 8" X 8" X 16" K.O.
<br />, .', , . ' LINTEL BLOCK
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<br />~ (6) 3" X 1/4" TAPCONS
<br />. : V (B) 27/B. HIlT! TIX-DNI NAILS
<br />
<br />SHEET NO.
<br />
<br />52
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<br />-q- LAST PLOT DATE
<br />(5 Mar. 21, 05
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