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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
<br />UNDER 6'-0".
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<br />TYP. MONO. FTG,
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<br />FOR LOCATIONS
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<br />Q BLOCK WALlJRElNFORCEMENT
<br />S-2
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<br />20" MIN. LAP
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<br />#3 & #4 LAP SPLICE
<br />25" MIN. LAP
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<br />#5 LAP SPLICE
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<br />36" MIN. LAP
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<br />#6 LAP SPLICE
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<br />r:'\ TYPICAL REBAR SPLICE DETAIL
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<br />_______ EXISTING U-BlOCK Wll #5 CONT.
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<br />DRILL 3/4"X 5" MIN. HOLE
<br />SET BAR IN EPOXY
<br />CAP TO PREVENT LEAKAGE
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<br />#5X6'EMBEDDEDINTO
<br />EXISTING U-BLOCK LINTEL
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<br />~ EXISTING FOOTING
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<br />DRILL 3/4"X 5" MIN. HOLE
<br />SET BAR IN SIMPSON
<br />"SET" EPOXY OR EQUAL
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<br />SCALE: N.T.S.
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<br />#5 STD. 90 HOOK
<br />SCALE: N.T.s.
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<br />G RETRa-FIT FlUED CElL DETAIL
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<br />STD. 90 DEGREE
<br />, ANGLE Wll #5 DIA.
<br />'. '. ~ I REBAR MIN. LAP 25"
<br />, " , -', (ACI 530)
<br />
<br />" , :; r~'---t----- INDICATES FILLED
<br />" I CELL FROM FTG. TO
<br />:, ; BEAM WITH 1 #5
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<br />BAR MIN. LAP 25"
<br />(AO 530)
<br />----=:::::r-- 8" X 8" X 16"
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<br />MIN. LAP (ACI 530)
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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.
<br />
<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 />---
<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 WWF
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<br />TOP OF SLAB
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<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />J 2 \ TYP. SHEAR WALL SECTION
<br />
<br />, S-2 , 9/16/03 TH
<br />
<br />INSTALLATION OF WINDOW
<br />BUCK STRIPS - lX3 (MIN). GLUE
<br />STRIP WI ADH ESIVE SEALANT
<br />& SCREW W/3/16" X 2 1/2" PHILLIPS
<br />FLAT HD. "TAPCON" SCREW MIN.
<br />4" FROM END & 16" O,c.
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<br />DRIP EDGE
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<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.C.
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<br />CONe. Wll #5 REBAR CONT.
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<br />SIMPSON SP4 W/6 - 10D
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<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
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<br />2" X 4" P.T. WI
<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 />(S) 2 7/8" HIL TI TIX-DNI NAILS
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<br />SCALE: N.T.S,
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<br />4 3 FRAME (EXT./BRG./SHEAR) WALL
<br />, \ TO MASONRY CONNECTION DETAIL
<br />, S-2 , 1/2" 9X 8" "J" BOLT @ 40" o/C SHEAR = 61 PLF.
<br />1/2" 9X 6" EXPANSION ANCHOR @ 40" o/C SHEAR = 61 PLF.
<br />2-7/S" HILTI X-DNI NAIL @ 12" o/C SHEAR = 140 PLF.
<br />1/4" 9X 3" TAPCONS @ 16" o/C SHEAR = 198 PLF.
<br />
<br />8
<br />
<br />__ BLOCK LINTEL
<br />
<br />-- 1/2" DRWALL
<br />
<br />8
<br />
<br />BUCKSTRIP - lX3 MIN (WINDOW)
<br />lX4 MIN (SGD)
<br />1/8" SHIM SPACE
<br />
<br />TYP. 8" BLOCK WALL
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<br />WINDOWISGD
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<br />I 1 1/2" RECESS
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<br />TAPCONS @ 18" o/C MAX.
<br />& 6" FROM CORNERS
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<br />SEALANT
<br />~ BACK OF JAMB
<br />
<br />~ :€
<br />
<br />TRACK - FILL ALL HOLES
<br />W/l" X #8 ST. STL. SCREWS
<br />WIPLASTIC ANCHORS
<br />SEALANT
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<br />
<br />--'
<br />
<br />EB MASONRY a"'NING
<br />6 S.G.D. INSTALLATION
<br />
<br />S-2
<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 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
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<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 />
<br />Q SECTION
<br />5-2
<br />
<br />SCALE: N.T.S.
<br />8/01/03
<br />
<br />SCALE: N.T.S.
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<br />SCALE: N.T.S.
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<br />HURRICANE ANCHORS (TYP.)
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<br />SPLICES 25" MIN.
<br />(lLAP (AO 530 ) 10" HOOK ~ STD. 90 HOOK (TYP.)
<br />(TYPICAL)
<br />~ i TYP. BOND BEAM
<br />" ' , '1 ,. II ' . ,r, 0 - 8" X 8" X 16" K.O.
<br />'. ,', ,', I'" c, , I' ,. , . LINTEL BLOCK
<br />, . . '.', '. I . ',', '.' 1 " ','. FILL W I GROUT &
<br />I I' 1 #5 DIA. REBAR MIN. LAP 25"
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<br />t NON-SHEARWALL SEGMENT
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<br />~ I ~JL~ LILw~~ SE~~~~~ 11.1
<br />
<br />:- ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
<br />t- 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 />J- GROUT ONE #5 @ LOCATIONS SHOWN
<br />L ON THE FOUNDATION PLAN
<br />I AND FLOOR PLAN.
<br />t V MIN. LAP 25" (AO 530)
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<br />LAST PLOT DATE
<br />Mar. 22, 05
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