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<br />PRECAST "U" UNTEL W/ 1.#5 CONT. IN
<br />GROUT @ OPNGS. 6'-0" & OVER.
<br />PRECAST "U" UNTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />
<br />HURRICANE ANCHORS (lYP.)
<br />
<br />SPLICES 25" MIN.
<br />f'LAP (AO 530 ) 10" HOOK~ STD. 90 HOOK (lYP.)
<br />(lYPICAL)
<br />~ i lYP. BOND BEAM
<br />, ',,' 1 ", II' "[,, , 8" X 8" X 16" K.O.
<br />,. , , ., I" " , ., 'I " - LINTEL BLOCK
<br />'. ' - '.' , " ,'.' ',', ,', ',' . FILL W / GROUT &
<br />Ilk, 1 #5 DIA. REBAR MIN. LAP 25"
<br />
<br />. (ACI 530)
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<br />r STD. 90 DEGREE
<br />, ANGLE W/l #5 DIA.
<br />
<br />I,,: ' ~ ".,',1 I REBAR MIN. LAP 25"
<br />r. , , , (ACI 530)
<br />
<br />
<br />',', '.'~ INDICATES FILLED
<br />
<br />k ,,' I I ~~~F~~~H 7;5 TO
<br />I BAR MIN. LAP 25"
<br />c , (AO 530)
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<br />.' -=::::r-- 8" X 8" X 16"
<br />[:' ,',I ~ I e.M.U.
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<br />OPENINGS 6'-0" OR MORE
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<br />lYP. DOWEL 25"
<br />MIN. LAP (ACI 530)
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<br />T I SEE FOUNDATION PLAN J
<br />LSEE FOOTING DETAIL .
<br />lYP. MONO. FTG. FOR LOCATIONS
<br />
<br />Q BLOCK WAll/REINFORCEMENT
<br />S-2
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<br />SCALE: N,T.S.
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<br />,
<br />
<br />_______ EXISTING U-BLOCK W/ 1 #5 CONT,
<br />
<br />W
<br />
<br />
<br />~ DRILL 3/4"X 5. MIN. HotE
<br />SET BAR IN EPOXY
<br />:::::: CAP TO PREVENT LEAKAGE
<br />
<br />&
<br />i
<br />
<br />#5X6'EMBEDDEDINTO
<br />:::: EXISTING U-BLOCK UNTEL
<br />
<br />------------ FILL CELL FULL HEIGHT W/
<br />NON-SHRINK GROUT
<br />
<br />
<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
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<br />::::
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<br />20" MIN. LAP
<br />f f
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<br />_ "..,... :a.., ~ ~~ ~ <J 0.". J ..
<br />
<br />'--- #3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />25" MIN. LAP
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<br />
<br />#5 LAP SPUCE
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<br />~
<br />
<br />I, 10"
<br />
<br />EXISTING FOOTING
<br />
<br />=
<br />
<br />36" MIN. LAP
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<br />r:'\ lYPICAL REBAR SPLICE DETAIL
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<br />\d
<br />
<br />Q RETR{HIT FIlLED cm DETAIL
<br />5-2
<br />
<br />#5 STD. 90 HOOK
<br />SCALE: N,T.s.
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<br />SCALE: N.T.s.
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<br />
<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 UCENSE INSPECTOR OR
<br />AN ENGINEER.
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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 />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 WNF
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<br />0\ lYP. SHEAR WALL SECTION
<br />\d 9/16/03 TH
<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" PHILUPS
<br />FLAT HD. "TAPCON" SCREW MIN.
<br />4" FROM END & 16" O.C.
<br />
<br />00. 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 />PHILUPS 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
<br />
<br />@ MASONRY OPENING
<br />6 S.G,D, INSTALLATION
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<br />lYP. TIE BEAM W/3000 P.S,I.
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<br />SIMPSON SP4 W/6 - laD
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<br />___ STANDARD HOOKS W/25"
<br />MIN. SPLICE
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<br />I :.00 _____
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<br />----- -
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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 />lYPICAL SHEARWALL SEGMENT
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<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
<br />CELL EACH END WITI-lOUT AN OPENING BITvVEEN.
<br />
<br />TOP OF SLAB
<br />
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<br />
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BElWEEN
<br />THEM.
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<br />SCALE: N.T.S.
<br />
<br />~ FRAME (OO./BRG./SHEAR) WALL
<br />{ 3 , TO MASONRY CONNECTION DETAIL
<br />
<br />\ S-2 J 1/2" ~ 8" "J" BOLT @ 40" O/C SHEAR = 61 PLF.
<br />~ 1/2" ~ 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PLF.
<br />2-7/8" HIL TI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF.
<br />1/4" !1:1< 3" TAPCONS @ 16" O/C SHEAR = 198 PLF.
<br />
<br />~
<br />
<br />~
<br />
<br />BUCKSTRIP . lX3 MIN (WINDOW)
<br />lX4 MIN (SGD)
<br />1/8" SHIM SPACE
<br />
<br />lYP. 8" BLOCK WALL
<br />
<br />WINDOW/SGD
<br />
<br />I 1 1/2" RECESS
<br />I N SLAB
<br />SLIDING GlASS
<br />DOOR
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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 />I ____ SEALANT
<br />~ BACK OF JAMB
<br />
<br />~ ~
<br />----
<br />
<br />--'
<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 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) ALLlED PRECAST
<br />4) LOTI
<br />
<br />SCALE: N.T,S.
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<br />Q MAS. WAll EXf. DOOR JAMB
<br />S-2
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<br />4" ~AWCUT
<br />r:'\ SECTlON
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<br />SCALE: N.T,S.
<br />8/01/03
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<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" (ACI 530)
<br />
<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
<br />(8) 2 7/8" HIL TI TlX-DNI NAILS
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<br />52
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<br />CO LAST PLOT DATE
<br />(5 Mar. 22, 05
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