|
<br />I
<br />
<br />L
<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 I GROUT &
<br />1 #5 DIA. REBAR MIN. LAP 25"
<br />(ACI 530)
<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 />SEE FOOTING DETAIL
<br />TYP. MONO. FTG.
<br />
<br />I. SEE FOUNDATION PLAN ..I
<br />FOR LOCATIONS
<br />
<br />BLOCK WALL/REINFORCEMENT
<br />SCALE: N.T.S.
<br />
<br />20" MIN. LAP
<br />
<br />f
<br />
<br />"." VVV
<br />
<br />1
<br />
<br />~' "OO'Ii' xxx '.:)O<Y. 'xx' ~ ~, \/'JV" "'"
<br />
<br />""-"#30; #: R~INFORC~N~ BAR
<br />
<br />#3 & #4 LAP SPLICE
<br />
<br />25" MIN. LAP {'
<br />
<br />.", ^'~~E=JR=G =: ~ 'V'.
<br />
<br />#5 LAP SPLICE
<br />
<br />~J
<br />
<br />{ 36" MIN. LAP {
<br />
<br />~,n~~~^~~~~~~~:~~~~~~ ~I~/'
<br />
<br />#6 LAP SPLICE
<br />
<br />TYPICAL REBAR SPLICE DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />
<br />3/16" DIA. TAPCONS
<br />@ 24" O.C.
<br />STAGGERED
<br />
<br />EXISTING FOUNDATION
<br />
<br />CD SECTION
<br />
<br />
<br />#5 REINFORCING BAR
<br />1>-1
<br />~
<br />\9"
<br />
<br />
<br />10"
<br />
<br />
<br />#5 STD. 900 HOOK
<br />
<br />A-2
<br />
<br />3/4"
<br />GROUT COVER
<br />
<br />EXISTING MASONRY WALL
<br />
<br />3/16" DIA, TAPCONS
<br />@ 24" O.C.
<br />STAGGERED
<br />
<br />
<br />EXISTING FOUNDATION
<br />
<br />FORM W INON '" ~
<br />SHRINK GROUT ~
<br />TIE WIRE
<br />
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />
<br />A-2
<br />
<br />FOR OVERHANGS BEIWEEN 11/2" TO 3 1/2.
<br />
<br />
<br />RETROFIT OVERHANG DETAIL
<br />
<br />3-31-04 D,M. N.T.S.
<br />
<br />
<br />LINTEL BEAM:
<br />1 COURSE LINTEL
<br />BLOCK WI 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 W1.4xW1.4 WNF
<br />
<br />n
<br />
<br />NON-SHEARWALL SEGMENT
<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 />
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM,
<br />
<br />SCALE: N.T.S.
<br />
<br />TYP. SHEARWALL SECTION
<br />
<br />9/16/03 TH
<br />
<br />_________ EXISTING U-BLOCK WI 1 #5 CONT,
<br />
<br />
<br />>-
<br />0:::
<br />Z
<br />o
<br />(/)
<br /><(
<br />~
<br />!.J...
<br />o
<br />UJ
<br />(,)
<br />It
<br />l-
<br />=>
<br />(.)
<br />
<br />~
<br />
<br />DRILL 3/4"X 5" MIN. HOLE
<br />SET BAR IN EPOXY
<br />CAP TO PREVENT LEAf<AGE
<br />
<br />#5X6' EMBEDDED INTO
<br />EXISTING U-BLOCK LINTEL
<br />
<br />
<br />TYP. TIE BEAM FILLED SOLID
<br />WI GROUT & 1 #5 REBAR CONT.
<br />
<br />FASTE.NERS (SEE OPT.)
<br />
<br />USP SPT4 W/6 -lOd x 11/2"
<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 />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" O/C (MAX) OR
<br />1/2" X 6" EXPANSION ANCHORS
<br />@ 40" O/C (MAX) OR
<br />27/8" HILTI X-DNI NAIL @ 12" O/C (MAX) OR
<br />1/4"\'6 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 />FRAME (EXT.jBRG.jSHEAR) WALL
<br />TO MASONRY CONNECTION DETAIL
<br />
<br />
<br />SCALE: N.T.S.
<br />
<br />1/2.~X 8" "J" BOLT@40" DIG SHEAR = 61 PLF
<br />1/2"~X 6" EXPANSION ANCHOR @ 40' O/C SHEAR = 61 PLF
<br />2 7/8" HILT! X-DNI NAIL @ 12" O/C SHEAR = 140 PLF
<br />1/4.~X 3" TAPCONS @ 16" O/C SHEAR = 198 PLF
<br />
<br />REV. 8-31-04 TH
<br />
<br />-#5X6' IN CONC. FILLED CELL
<br />
<br />
<br />SECTION
<br />SCALE:
<br />
<br />CD
<br />
<br />FILL CELL FULL HEIGHT WI
<br />NON-SHRINK GROUT
<br />
<br />
<br />
<br />~5X6' EMBEDDED INTO
<br />EXISTING FOOTING
<br />
<br />UJ
<br />(,)
<br />::J
<br />n..
<br />(/)
<br />n..
<br />::j
<br />
<br />1.0
<br />N
<br />
<br />DRILL 3/4"X 5" MIN. HOLE
<br />SET BAR IN SIMPSON
<br />"SET" EPOXY OR EQUAL
<br />
<br />EXISTING FOOTING
<br />
<br />1/2"=1'-{)"
<br />
<br />RETROFIT FILLED CELL DETAIL
<br />
<br />OVERHANG
<br />
<br />
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />
<br />FOR OVERHANGS BEIWEEN 3/8. TO 11/2.
<br />
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />
<br />NOTE: FOR OVERHANGS LESS THAN 3/8'. NO REPAIR REQ'D.
<br />
<br />CD
<br />S2
<br />
<br />CMU
<br />MASONRY
<br />WALL
<br />
<br />
<br />
<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 />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 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 />DBL. TOP PLATE
<br />
<br />USP RSPT4
<br />
<br />
<br />2x4 CRIPPLE STUDS @
<br />16" OIC BETWEEN
<br />HEADER & TOP PLATES
<br />W/USP SPT24 @ TOP &
<br />BOTTOM (U,N,O.) WHEN
<br />APPLICABLE.
<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 />03/30/05
<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 />SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY,
<br />
<br />HEADER / WALL CONNECTION
<br />
<br />SCALE: N.T.S.
<br />
<br />o
<br />.....J
<br />.....J
<br />
<br />o
<br />Z
<br />00::
<br />OW
<br />(J)w
<br />zZ
<br /><(0
<br />Oz
<br />u.J
<br />
<br />
<br />
<br />o
<br />~
<br />z
<br />o
<br />(J)
<br />0::
<br />u.J
<br />>
<br />
<br />('I')
<br />o
<br />o
<br />N (J)
<br />~ Z
<br />N
<br />~ 0
<br />~ (J)
<br />~ >
<br />o W
<br />w 0::
<br />=>
<br />(/)
<br />(/)
<br />
<br />lJ.J
<br />::!: ex:
<br />u.J ~15~f!
<br />I- lJ.J l.L.
<br />" "!: 0 ::!: S;:
<br />\oJ ::!:-O~
<br />I- ><~ex:o
<br />O~LL~
<br />o !fodS"!:
<br />Z 0.. ::!: ~ I-
<br />"!: 0 "!: 0
<br />W 1i!1E~Z
<br />,~ "!: Z ex: 0
<br />\oJ 0lJ.J"!:0
<br /><( lJ.J~(/)0
<br />I- 5~~~
<br />O :J lJ.J -lJ.J
<br />oex:~::!:
<br />O (/) "!: Z
<br />lJ.J (/) W ~
<br />u.. (.!)z~l.L.
<br />"!: 0 0 0
<br />u.J 1-ii'iex:1-
<br />o z 0 ~
<br />0::: 2wC2u
<br /><( w ::!: w 0
<br />::J ~6~~
<br />f"'.J :J ...J - ex:
<br />\oJ g ~:'3~
<br />(J) ...J lJ.J <i! 0
<br />~ ~ 3 ~
<br />
<br />LO
<br />o
<br />o
<br />NCO u..;.:r:'
<br />I'- 0') 0 fd ,.,'
<br />1.0 <.D ~
<br />~O') ~o~
<br />,11) ffi!f@
<br /><(<:t o..(/)::c
<br />0(.0 ~i:~
<br />CI:c;) o..~o..
<br />O..-l ~o~
<br />li~ Q~~
<br />w ~ :J
<br />::r: ~ i!:d 53
<br />~ u..: WlJ.J ~
<br />W e:::::c ex:
<br />ro <l:1-0
<br />o(.Oco~~~
<br />..J <.D <:t (.!) <l: ~
<br />-I ..-lo 0') Vi u z
<br />o I.Ow:j:J
<br />n.. I1)N 0 ex:
<br /><(<:t 00'0
<br />'<.D<(ZZz
<br />0~(,)<l:C20
<br />0('1') (/)~i=
<br /><:t..-l (.!)zU
<br />('I')CO ~(36
<br />x'":" ~t5~
<br />gUJ 000..
<br />Z UW
<br />o 0 iJj~ ~
<br />.::r: w <c z
<br />n..n.. ~O<l:
<br />C0
<br />
<br />LO 00 N
<br />"<t LO N
<br />N f'- ..-1
<br />o;;t 0) 0
<br />('l") "<t (D
<br />W w w
<br />a.: Q.. Q..
<br />P:.D
<br />iJ)
<br />.0
<br />C
<br />iJ) C
<br />iJ) 0 .c
<br />'- c
<br /><.9 (/') ~
<br /> C :J
<br />c:i iJ) :c
<br />CO
<br />iJ) ~ I
<br />:J
<br />E c ~
<br />~ :J
<br />ro .c
<br />(j) I-
<br />O12l0
<br />
<br />
<br />o
<br />"<t
<br />..-
<br />..-
<br />,
<br />0)
<br />o
<br />CD I'-
<br />('f) I'-
<br />('f)C\/
<br />..JU;>
<br />LLO)
<br />.CD
<br /><(I'-
<br />0.""
<br />:::2:..-
<br /><(or
<br />1-..-
<br />
<br /> Z
<br /> o.
<br /> -0
<br /> !;Q>
<br /> >..J
<br /> -ro
<br /> Dw
<br /> (30::
<br /> -0
<br /> 0:: I
<br /> OU)
<br /> -If-
<br /> !.J...U)
<br /> -IWO
<br /> ~~g
<br /> I-ZW
<br /> ZoC:
<br /> Wo=>
<br /> ()CDU)
<br /> CJ)
<br /> ....J
<br /> ....J
<br /> -
<br /> :c
<br /> S (Y') e:::a:
<br />>- W 0 wa:::
<br />0::: - 0 W zO
<br /> zU
<br />> <(LU
<br />0 N () ~~
<br />I- >-0
<br /> ZI
<br />I- CJ) 0 I- <t(/')
<br /> :::)
<br /> z
<br />Z -~
<br />W c::: 0 00
<br /> LUe:::
<br />W Z UU-
<br />0::: 0 :::)1-
<br />> oz
<br /> OLU
<br />() W u... I- Cl:r.Il
<br /> CLZZ
<br />Z >< :r: WOO
<br /> ~ a:::u_
<br />- 0 0 (!J wz~
<br /> <t: COLU;2:
<br /> 1-1=0
<br />-0 Z O-<t
<br /> 0::: za:::o
<br />I"- >-~-
<br /> <tLUa:::
<br />~~ Z >- :2J:g
<br /> <t: 0... zl-U-
<br />0 () :)I-....J
<br /> :::) <(
<br /> ---J 0 CLOa:::
<br />0 0 ~~~
<br /> a.. () J:-LU
<br /> I-~U
<br />I ....J
<br />C\J (j)
<br />CO SHEET NO, n..
<br />LO ---J cr:
<br /> 0
<br /> ~ S-2 (.)
<br />I t'- w
<br />I'- ~
<br />~ W 0
<br />oM 0 ::r:
<br /> (/)
<br />~ .....J =>
<br />J- w 1.0
<br /> 0
<br />LO 0 I- 0
<br />Z N
<br />oM .....J .....J LAST PLOT @
<br />DATE: April 11, 2005
<br />
<br />NOTE; IT IS THE CONTRACTORS RESPONSIBiliTY TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO
<br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTlJRAL
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BE1WEEN
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED A.ND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO
<br />ENGINEERING, LLC PRiOR TO THE COM'v1ENCEMENT OF CONSTRUCTION.
<br />
<br />------
<br />
<br />, ,
<br />, "
<br />, ,
<br />I ,
<br />I \
<br />I
<br />
<br />0{~ ~r-
<br />
<br />
<br />\ ,
<br />
<br />\ APR 1 2 2009 /
<br />, ,
<br />, I
<br />, ,
<br />, ,
<br />
<br />PLACE SEAL HERE DE #250981
<br />
<br />-...._----'
<br />
|