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<br />TYP. TIE BEAM FILLED SOLID
<br />WI GROUT & 1 #5 REBAR CONT.
<br />
<br />FASTENERS (SEE OPT.)
<br />
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<br />00::
<br />UW
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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 />HURRICANE ANCHORS (TYP.)
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 ) 10" HOOK
<br />(TYPICAL)
<br />
<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 />(ACI 530)
<br />
<br />USP SPT4 W/6. 10d x 11/2"
<br />
<br />
<br />'.
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />TYP. FILLED CELL W
<br />GROUT &
<br />1 #5 REBAR VERT.
<br />
<br />LINTEL BEAM:
<br />1 COURSE LINTEL
<br />BLOCK Wll # 5
<br />BAR & GROUT
<br />MIN. 25" LAP
<br />SPLICE (ACI 530)
<br />
<br />PB
<br />C)
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<br />C) C ~
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<br />I~ .~ }
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<br />
<br />NON-SHEARWALL SEGMENT
<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 />8" C.M.U.
<br />
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />STD. 90 DEGREE
<br />ANGLE W!1 #5 DIA.
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />31/2" 3000 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
<br />
<br />2" X 4" P.T. WI 1/2" X 8"
<br />"J" BOLTS @ 40" OIG (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 />10
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<br />~ 0
<br />~ (f)
<br />~ Gj
<br />w 0::
<br />::)
<br />(f)
<br />(f)
<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 />
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<br />"'G.. 'Q.
<br />"',. ...
<br />
<br />TOP OF S~~ -41
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />ASTENERS (SEE OPT.)
<br />
<br />NOTE: ANCHORS TO BE
<br />6" (MAX) FROM
<br />TOP & BOTTOM
<br />
<br />TYP. DOWEL 25"
<br />MIN. LAP (ACI 530)
<br />
<br />
<br />JJ
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<br />
<br />9/16/03 TH
<br />
<br />FRAME (EXT.jBRG.jSHEAR) WALL
<br />TO MASONRY CONNECTION DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />
<br />I. SEE FOUNDATION PLAN J
<br />FOR LOCATIONS
<br />
<br />SEE FOOTING DETAIL
<br />TYP. MONO. FTG.
<br />
<br />SCALE: N.T.S.
<br />
<br />1/2"~X 8" "J" BOLT @ 40" OIG SHEAR = 61 PLF
<br />1/2"~X 6" EXPANSION ANCHOR @ 40" O/C SHEAR = 61 PLF
<br />27/8" HILTI X-DNI NAIL @ 12" OIC SHEAR = 140 PLF
<br />1/4"~X 3" TAPCONS @ 16" OIG SHEAR = 198 PLF
<br />
<br />REV. 8-31-04 TH
<br />
<br />
<br />BLOCK WALL/REINFORCEMENT
<br />SCALE: N.T.S.
<br />
<br />_______ EXISTING U-BLOCK W/ 1 #5 CONT.
<br />
<br />-#5X6' IN CONC. FILLED CELL
<br />
<br />
<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 />COUNTY, ALL FILLED CELLS MUST BE
<br />WITNESS BY A LICENSE INSPECTOR OR
<br />AN ENGINEER.
<br />
<br />DRILL 3/4"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 />MASONRY CODES
<br />
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<br />
<br />5) MASONRY:
<br />5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
<br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
<br />ASSOCIATION AND AC1530.
<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 />CD
<br />
<br />SECTION
<br />SCALE:
<br />
<br />20" MIN. LAP
<br />
<br />FILL CELL FULL HEIGHT W/
<br />NON-SHRINK GROUT
<br />
<br />
<br />~5X6'EM8EDDEDINTD
<br />EXISTING FOOTING
<br />
<br />t
<br />
<br />1
<br />
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<br />
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<br />~ I-m
<br />LO O~
<br />~ --J-.J
<br />
<br />#3 & #4 LAP SPLICE
<br />
<br />#5 REINFORCING BAR
<br />~-<
<br />~
<br />19..
<br />
<br />
<br />l1)
<br />N
<br />
<br />25" MIN. LAP -1
<br />
<br />"" XX~~E=R~:1~
<br />
<br />#5 LAP SPLICE
<br />
<br />DRILL 3/4"X 5" MIN. HOLE
<br />SET BAR IN SIMPSON
<br />"SET" EPOXY OR EQUAL
<br />
<br />'w'V'./ ..
<br />
<br /> (Y)
<br /> 0
<br /> 0 w
<br /> N 0
<br /> 0 I-
<br /> 0:: 0
<br /> 0 Z
<br />ill LL I-
<br />~ >< ::c
<br /><t: 0 (!)
<br />Z 0::
<br />Z >-
<br /><t: 0..
<br />--l 0
<br />n.. 0
<br />SHEET NO,
<br /> 8-2
<br />
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<br />u..()_
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<br />ooLLJ;;::
<br />1-1=0
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<br /><(LLJa:
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<br />:51-.....J
<br />D..6~
<br />U) :c I-
<br />_ I- Z
<br />I - LLJ
<br />I-~()
<br />
<br />{ 36" MIN. LAP {'
<br />
<br />~ ,)(){)(~ ~0X^,,~-j.^~-j. ~~: ".,xx,^~~^':<<-j.^~-j. ~IV'./" .,
<br />#6 REINFORCING BAR
<br />
<br />10"
<br />
<br />EXISTING FOOTING
<br />
<br />#6 LAP SPLICE
<br />
<br />
<br />
<br />RETROFIT FILLED CELL DETAIL
<br />
<br />TYPICAL REBAR SPLICE DETAIL
<br />
<br />#5 STD. 900 HOOK
<br />
<br />1/2"=1'.0"
<br />
<br />SCALE: N.T.S.
<br />
<br />DBL. TOP PLATE
<br />USP RSPT4
<br />
<br />
<br />c..
<br />n:::
<br />o
<br />()
<br />w
<br />~
<br />o
<br />I
<br />(f)
<br />::)
<br />l1)
<br />o
<br />o
<br />N
<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 />CMU
<br />MASONRY
<br />WALL
<br />
<br />
<br />.
<br />
<br />A-2
<br />...
<br />
<br />
<br />
<br />EXISTING MASONRY WALL
<br />
<br />LAST PLOT
<br />DATE: April 11, 2005 @
<br />
<br />3/4"
<br />GROUT COVER
<br />
<br />
<br />EXISTING FOUNDATION
<br />
<br />USP MSTA24
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILl1Y TO REVIEW ALL,
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO ,
<br />ENGINEERING, LLC IS RESPONSiBLE FOR THE STRUCTURAL I
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPAJl.CY BElWEE~
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIOMLS' SHOP DRA\OVINGS,
<br />CONTRACTORS' BUILDING METHODS. AND THESE SIGNED AND SfALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO I
<br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT Of CONSTRUCTION.
<br />
<br />OVERHANG
<br />
<br />"-OPENING~
<br />
<br />HEADER
<br />PER PLAN
<br />
<br />3/16" DIA. TAPCONS
<br />@ 24" O.C.
<br />STAGGERED
<br />
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />
<br />EXISTING FOUNDATION
<br />
<br />3/16" DIA. TAPCONS
<br />@ 24" O.C.
<br />STAGGERED
<br />
<br />FOR OVERHANGS BE.TWEEN 3iB" TO 11/2'
<br />
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />
<br />2x4 P.T. CRIPPLE STUD
<br />ATTACHED TO MASONRY
<br />PER DETAIL 3U/S2
<br />
<br />...
<br />A-2
<br />
<br />-------
<br />
<br />
<br />
<br />...
<br />...
<br />'.
<br />
<br />--
<br />--
<br />/
<br />/
<br />I
<br />I
<br />,
<br />I
<br />I
<br />,
<br />,
<br />I
<br />\
<br />\ APR i1 1 2005
<br />\
<br />\
<br />\
<br />\
<br />\
<br />,
<br />
<br />FOR OVERHANGS BETWEEN 11/2' TO 3 1/2'
<br />
<br />NOTE: FOR OVERHANGS LESS ThAN 3/B" - NO REPAIR REQD.
<br />
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />/
<br />I
<br />/
<br />I
<br />--
<br />/
<br />--
<br />--,--
<br />
<br />CD SECTION
<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 />
<br />RETROFIT OVERHANG DETAIL
<br />
<br />
<br />HEADER / WALL CONNECTION
<br />
<br />3-31-04 D,M. N.T.S.
<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.
<br />
<br />--------'
<br />
<br />PLACE SEAL HERE DE #250Q88
<br />
<br />L
<br />
|