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<br />
<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".
<br />
<br />
<br />SEE FOOTING DETAIL
<br />TYP. MONO. FTG.
<br />
<br />I. SEE FOUNDATION PLAN J
<br />FOR LOCATIONS
<br />
<br />BLOCK WALL/REINFORCEMENT
<br />SCALE: N.T.S.
<br />
<br />
<br />1
<br />
<br />20" MIN. LAP
<br />
<br />t
<br />
<br />~~VY~,,,,/' ~/~ """0'",./ ~~~" '\./'<!ro
<br />
<br />"-- #3 OR #4 REINFORCING BAR
<br />
<br />#3 & #4 LAP SPLICE
<br />
<br />o
<br />STD. 90 HOOK (TYP.)
<br />
<br />TYP. BOND BEAM
<br />8" x 8" x 16" K.O.
<br />LINTEL BLOCK
<br />FILL W / GROUT &
<br />1 #5 DIA. REBAR MIN, LAP 25"
<br />(ACI530)
<br />
<br />STD. 90 DEGREE
<br />ANGLE W/1 #5 DIA.
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />INDICATES FILLED
<br />CELL FROM FTG. TO
<br />BEAM WITH 1 #5
<br />BAR MIN. LAP 25"
<br />(ACI 530)
<br />8"x8"x16"
<br />C.M,U,
<br />
<br />TYP. DOWEl 25"
<br />MIN. LAP (ACI 530)
<br />
<br />25" MIN. LAP {'
<br />
<br />~xx, x~ >sxK' ~ ~ ~ 'W$( >)"Y' VVV I
<br />#5 REINFORCING BAR
<br />
<br />#5 REINFORCING BAR
<br />1J,z
<br />->
<br />........&~
<br />
<br />#5 LAP SPLICE
<br />
<br />36" MIN. LAP
<br />1 1
<br />r.nx~ ~~^~~~~~~~~~~~~~^~~ ~,~
<br />
<br />#6 LAP SPLICE
<br />
<br />TYPICAL REBAR SPLICE DETAil
<br />
<br />
<br />SCALE: N.T.S.
<br />
<br />
<br />A-2
<br />....
<br />
<br />3/4"
<br />GROUT COVER
<br />
<br />3/16" DIA. TAPCONS
<br />@ 24" a.c.
<br />STAGGERED
<br />
<br />EXISTING FOUNDATION
<br />
<br />3/16" DIA. TAPCONS
<br />@ 24" O.C.
<br />STAGGERED
<br />
<br />...
<br />
<br />A-2
<br />
<br />CD SECTION
<br />
<br />
<br />
<br />10.
<br />
<br />#5 STD. 900 HOOK
<br />
<br />EXISTING MASONRY WALL
<br />
<br />EXISTING FOUNDATION
<br />
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />
<br />FOR OVERHANGS BEIWEEN 11/2' TO 3 1/2'
<br />
<br />RETROFIT OVERHANG DETAIL
<br />
<br />.L
<br />
<br />3-31-04 D.M. N.T.S.
<br />
<br />
<br />TYPICAL SHEARWALL SEGMENT
<br />ALL SHEARWALL SEGMENTS CONSIST OF A FILLED
<br />CELL EACH END WITHOUT AN OPENING BETWEEN.
<br />SEE FLOORPLAN FOR FILLED CELL LOCATIONS.
<br />
<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 />TOP OF S~~ --@
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<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 />3 1/2" 3000 P.S.1. CONC. SLAB
<br />OVER 6 MIL V.B, OVER CLEAN
<br />COMPACT. TERMITE TREATED
<br />EARTH FILL REINFORCED WITH
<br />6x6 W1.4xWl.4 WWF
<br />
<br />TYP. SHEARWALL SECTION
<br />
<br />SCALE: N.T.S.
<br />
<br />n
<br />
<br />TYP. TIE BEAM RLLED SOLID
<br />WI GROUT & 1 #5 REBAR CONT.
<br />
<br />FASTENERS (SEE OPT.)
<br />
<br />USP SPT4 W/6 -10d x 11/2"
<br />
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />TYP. FILLED CELL W
<br />GROUT &
<br />1 #5 REBAR VERT.
<br />
<br />8" C.M.U.
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />2" X 4" P.T. WI 1/2" X 8"
<br />"J" BOLTS @ 40" OIC (MAX) OR
<br />1/2" X 6" EXPANSION ANCHORS
<br />@ 40" O/C (MAX) OR
<br />27/8" HILTI X-DNI NAIL @ 12" OIG (MAX) OR
<br />1/4"~X 3" TAPCONS @ 16" O/C (MAX)
<br />
<br />ASTENERS (SEE OPT.)
<br />
<br />NOTE: ANCHORS TO BE
<br />6" (MAX) FROM
<br />TOP & BOTTOM
<br />
<br />9/16/03 TH
<br />
<br />
<br />
<br />FRAME (EXT.jBRG.jSHEAR) WALL
<br />TO MASONRY CONNECTION DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />1/2"~X 8" "J" BOLT @ 40" OIC SHEAR = 61 PLF
<br />1/2"~X 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PLF
<br />27/8" HILTI X-DNI NAIL @ 12" O/C SHEAR = 140 PLF
<br />1/4"~X 3" TAPCONS @ 16" Ole SHEAR = 198 PLF
<br />
<br />REV. 8-31-04 TH
<br />
<br />______ EXISTING U-BLOCK W/ 1 #5 CONT.
<br />
<br />DRILL 3j4"X 5" MIN. HOLE
<br />SET BAR IN EPOXY
<br />CAP TO PREVENT LEAKAGE
<br />
<br />#5X6' EMBEDDED INTO
<br />EXISTING U-BLOCK LINTEL
<br />
<br />FILL CELL FULL HEIGHT W/
<br />NON-SHRINK GROUT
<br />
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<br />en
<br />CL
<br />:5
<br />
<br />-#5X6' IN CONC. FILLED CELL
<br />
<br />
<br />NOTES:
<br />(1) IF RETROFIT FILLED CELL CONDITIONS
<br />EXCEED (3) PER PROJECT CONTACT
<br />ENGII\EER OF RECORD FOR ADDITIONAL
<br />INSTRUCTION.
<br />(2) FOR PROJECTS IN HILLSBOROUGH
<br />COUNTY, ALL FILLED CELLS MUST BE
<br />WI1NESS BY A LICENSE INSPECTOR OR
<br />AN ENGINEER.
<br />
<br />MASONRY CODES
<br />
<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: fm 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
<br />
<br />SECTION
<br />SCALE:
<br />
<br />C)
<br />
<br />L!)
<br />('oj
<br />
<br />#5X6' EMBEDDED INTO
<br />EXISTING FOOTING
<br />
<br />DRILL 3j4"X 5" MIN. HOLE
<br />SET BAR IN SIMPSON
<br />"SET" EPOXY OR EQUAL
<br />
<br />EXISTING FOOTING
<br />
<br />RETROFIT FILLED CELL DETAIL
<br />1/2"=1'-0"
<br />
<br />OVERHANG
<br />
<br />
<br />
<br />FILL 1st 4 COURSES
<br />SOLID WjGROUT
<br />
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />
<br />FOR OVERHANGS BElWEEN 3/8' TO 11/2'
<br />
<br />NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D.
<br />
<br />
<br />o
<br />
<br />
<br />2x4 CRIPPLE STUDS @
<br />16" O/C BETWEEN
<br />HEADER & TOP PLATES
<br />W/USP SPT24 @ TOP &
<br />BOTTOM (U.N,O.) WHEN
<br />APPLICABLE.
<br />
<br />USP RSPT4
<br />
<br />
<br />USP MSTA24
<br />
<br />"-OPENING~
<br />
<br />HEADER
<br />PER PLAN
<br />
<br />2x4 P.T. CRIPPLE STUD
<br />ATTACHED TO MASONRY
<br />PER DETAIL 3U/S2
<br />
<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND
<br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION),
<br />
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IS SIGNED AND SEALED.
<br />
<br />HEADER / WALL CONNECTION
<br />
<br />03/30/05
<br />
<br />SCALE: N,T.S.
<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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<br />
<br />NOTE: IT'S THE CO~ TRACTORS RESPONSIBHlY' TO REViEW ALL
<br />DRAWINGS BEFORE CO'iSTRUCTION BEGINS. DANSCO
<br />ENGINEERING, LLC is RESPONSIBLE FOR Ti-'E STRUCTURAL
<br />INTEGRIlY' OF THIS PROJECT ONL Y. ANY DISCREPANCY BETWEEN
<br />RELD CONDITiONS, OTHER DESIG~ PROFESSIONALS' SHOP DRAWI~GS,
<br />CONTRAClORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWlr.,GS MUST BE BROUGHT TO THE ATIENTION OF DANSCO
<br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />
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<br />
<br />\ APR 1 8 2005
<br />\
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<br />....
<br />....
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<br />
<br />SHEET NO.
<br />
<br />8-2
<br />
<br />LAST PLOT
<br />DATE:ApriI15, 2005
<br />
<br />
<br />....
<br />....
<br />....
<br />,
<br />,
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<br />"../
<br />
<br />PLACE SEAL HERE DE #250989
<br />
<br />....-------
<br />
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