|
<br />NOTE: E TEND SHEA.niING TO BOTIOM
<br />( BEAM OR GIRDER
<br />
<br />~ MPSON LSTA24 STRAP wi 7-10d x 1 1/2" NAILS TO sruo
<br />, 7- t Od , 1 1/2" TO BAND JOIST "EA. S1U,,-?
<br />p.f1 ,/~
<br />2nd FlO<R WAll ~ ~ ~r r-ri ~af: f'UTf
<br />BaM/(~ \~;~l, ~06"Q~
<br />-~~::Ji'~:::<'''''':r'' /-.
<br />~, U"'" "'~..
<br />~_ ~, COR TRUSS/J"'ST
<br />
<br />~jp-
<br />
<br />2t D FLOOR FRAME CONNECTION
<br />-
<br />
<br />.-
<br />
<br />~ A '\
<br />, ~4 I
<br />
<br />eCALE: N.T.e.
<br />REFER TO DETAiL jiS4 FOR ADDITIONAL ~NFO
<br />
<br />2x sruDS @ 16" O.C. 1
<br />'\ v
<br />i'
<br />
<br />2"x BOT. PLATE~'~
<br />wi (2) 10d @ 6. O.C. /"SiMPSON LSTA24 STRAP wi 7-1Qd x 1 1/2" NNlS TO
<br />~:? /" Sl1JD & 7-10<1 x 1 1/2" TO BAND JOIST @ EA. SllJD
<br />lA ~ ~ 2X6 RIBBONS, EACH W/4-16d
<br />L_ ~ / NAllS INTO EA. FLOOR TRUSS
<br />
<br />I ;...
<br />I '.' r---c..... -SIMPSON HETA20@24"O.C.W/l0-10d
<br />~r'->' X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4"
<br />EMBEDMENT iN CONC.
<br />~. '.'~ 1
<br />I I
<br />I I
<br />11
<br />I fA I
<br />
<br />PRE-El GlNEERED FlJ
<br />TRUSS[
<br />
<br />eCALE: )4'=l'.~'
<br />
<br />--
<br />
<br />J 6'\
<br />, 64 I
<br />
<br />AL 1ERNATE FLOOR CONNECTION
<br />
<br />-.
<br />
<br />@ MASOf RY 1 ST FLR.
<br />
<br />-
<br />
<br />2x STUDS @ 16" O.C.
<br />
<br />.1..
<br />"'y:
<br />~ I ...-r-SIMPSON LSTA24 STRAP WI 7-1Od x 1 1/2" NAILS TO
<br />I K V STUO & 7-1Od x 1 1/2" TO BAND JOlST @ EA. STUD
<br />2"x BOT. PLATER~ I K
<br />w/ (2) lad@6" O.C. ~ v V~2)-2X6 BLOCKING BETWEEN TRUSSES
<br />~ WI (4) 16d INTO RIBBON
<br />
<br />
<br />O ~rx:
<br />~ ; r~ (2)-2X6 RIBBONS, EACH WI 4-16d
<br />~ V NAILS INTO EA. FLOOR TRUSS
<br />~I~
<br />
<br />L:J I 'i--
<br />. \, ~ SIMPSON HETA20 @ 24" O.C. W/ 10-10d
<br />~ ~ X 1 1/2~ NAILS INTO BLOCKING JOIST &: MIN. 4"
<br />PRE ENGiNEERED FL ~. . ~l EMBEDMENT IN CONC.
<br />TRU ~S I I
<br />I I I
<br />I! T
<br />1 i~~
<br />
<br />NOTE:
<br />If FLOOR JOISTS INTERfERE \-'/Ini THE PATH
<br />Of LSTA24 STRAP, BUILD OUT niE STUD WI
<br />2x4x24" ATTACHED WI (6) 16d NAILS UNl1L
<br />STRAP CAN CONllNUE UNIMPEDED TO BLOCKING
<br />BELOW.
<br />
<br />..-.<-.
<br />
<br />AL TERNA TE FLOOR CONNECTION
<br />
<br />-
<br />
<br />j C \
<br />, 64 ,.
<br />
<br />@ MA~ ONRY 1 ST FLR.
<br />
<br />SCALE: 34'=I'.~.
<br />
<br />NOTE:
<br />FILL ALL CI liS BELOW GRADE WHEN
<br />IS CREAID THAN 24" BUT LESS THAN
<br />40" ABOVE GRADE
<br />
<br />NOTE:
<br />SEE TYPI AL WALL SECTION
<br />J/S4 Fa. ADDIT10NAL
<br />INFORMA ON
<br />
<br />"--
<br />
<br />,..., ~ /8"CONC. BU<.
<br />
<br />=</TYPE "S~ MORTAR
<br />
<br />V (1) #5 VERT. IN FI~ CELLS
<br />..-/ (SEE FOUNDATION PLAN (Ie NOTES)
<br />/ ~~. ~4~x4" INSPECTION PORT AT
<br />~./ EACH FlLL CELL TYPICAL
<br />
<br />~ ~~
<br />
<br />':.t
<br />----::t .
<br />"-N
<br />I
<br />N
<br />
<br />z
<br />~
<br />
<br />.
<br />o
<br />..-
<br />
<br />~
<br />..-
<br />
<br />&cALf:: ~-:4' = l'-r:?)'
<br />
<br />~
<br />',64J
<br />
<br />--
<br />
<br />~ ~ ~(2) ROWS OF 2x BLOCKING
<br />1/2"'" x 8" "J' BOLT @ 24" OIC ' ~ @ THIRD POINTS
<br />Wi 2"",X 3/16" PLATE WASHER TYPICAL V 2X sruos @ 16~ olc
<br />Nore ~
<br />HIL TI 1/2~lJ KWlK BOLT II ~"
<br />W/ 8" MIN. EMBEDMENT MAY f":: 7 8 S11JCCO FINiSH PER ASTM C. 926 "
<br />
<br />BOL TS. ~ O~ METAL LATI-l. FlRST 2 LAYERS 3/8 llilCK
<br />v EACH. 3RD LAYER 1/8- nilCK. .
<br />t> V:SIMPSON SP1@EA.STUD
<br />6x6 W1.4xW1.4 WWF, \ f-,..
<br />OR FIBERMESH
<br />t "" 2X P.T. PLATE
<br />~
<br />
<br />I.t=
<br />· Z ...., . .
<br />~::E . ...... 4'.
<br />- v~"x,'~ I GRADE
<br />l") //v/~ I .I' .1, ~'r~'"
<br />/;</('\(/('\( I j ~)/ 0:/
<br />6 MIL VAPOR BARRIER 7'" / ~/~,:y I I <<"<<,, /
<br />/ / // / / I.... I ~<''- "'0,"-
<br />ClEAN POISONED AND COMPo ' / /~-</.. ..." ~ I
<br />SOiL (95% MOOlflED PROCTOR : '. . ~ .' . . . ~ ~
<br />PER ASTM D1557) . . . x . . C>~ : .
<br />.t. /.. . .~'.
<br />
<br />/' J (3) fI5 CONT.
<br />NOTE: STD. 90. HOCKL 20"
<br />SEE TYPICAL WALL SECll0N "
<br />K/S4 FOR ADDITIONAL
<br />INFORMATION
<br />
<br />SIMPSON LSTA24 STRAP wi 7-1Od x 1 1/2" ~AILS TO S1UD
<br />& 7-1Od x 1 1/2- TO BAND JOIST t} EA. 5l1J7
<br />
<br />2nd FLOOR WAll_______ Ii / ff
<br />
<br />BAND JOIST . V ~
<br />
<br />~ :v::-- .
<br />l\':~:
<br />",' :1 -....:::.:::: ':K..<i!l
<br />~: :)~
<br />~:::;c.~ ;'
<br />/...~:.~
<br />SIMPSON A35 0 24- o.C.~ :i\ :;~
<br />
<br />," FLOOR WAlL /" It' \. \
<br />~
<br />SIMPSON LSTA24 STRAP W! 7-1Od x 1 1/2- NAILS TO
<br />sTuD &I 'l~lOd x 1 1/2" TO BAND JOIST @ EA. SllJO
<br />
<br />~x aOT. PLATE
<br />wi (2) 10d 06" C.C.
<br />
<br />NOTE: EXTEND SHEATHING TO BOTIOM
<br />OF BAND JOIST
<br />
<br />2ND FLOOR FRAME CONNECTION
<br />
<br />fE\
<br />\i:.Y
<br />
<br />~
<br />
<br />@ \AtUOD 1 ST F1R. eCALE: N.T.e.
<br />REFER TO DETAIL J/S4 FOR ADDIllONAL INFO
<br />
<br />l
<br />y
<br />2-x BOT PLATE V l--SJMPSON LSTA24 STRAP wI 7-1Od x 1 1/2- NAllS TO
<br />W/ (2) lOd @ E~ SlUD & 7-1Od x 1 1/2- TO BAND JOIST 0 EA. S.P.F. (16" O.C.)
<br />
<br />~ I /2"x BLOCKING 8~ JOISTS
<br />V W/ (4) 16d INTO BAND JST.
<br />-METAL SEAT PLATE
<br />
<br />COMPOSlTE "I" JOIST
<br /><- OR CONY. FRAMING
<br />
<br />TA
<br />,~~ ~~~ ________ SIMPSON HETA20 @ 24'" O.C. WI 10-1Od
<br />)t: ~ X 1 1/2'" NAILS tN BAND JOIST &: MIN. 4"
<br />EMBEDMENT IN CONC.
<br />
<br />STD. 90' HOOK.!:
<br />(SEE DETAIL)
<br />
<br />v
<br />
<br />8"x8"X16" CONC. KNOCKOUT BU<.
<br />W/1#5 ROD CONT. F1LLED saUD W/GROUT
<br />NOTE:
<br />IF FLOOR JOISTS INTERfERE Wlm l1iE PAm
<br />Of LSTA24 STRAP, BUILD OUT l1iE STUD W/
<br />2x4x24- ATTACHED Wi (6) 16<1 NAILS UNllL
<br />STRAP CAN CONllNUE UN1MPEDED TO BLOCKING
<br />BELOW.
<br />
<br />ALTERNATE FLOOR CONNECTION
<br />
<br />---
<br />
<br />(F \
<br />64 r
<br />
<br />@ MASONRY 1 ST FLR.
<br />
<br />eCALE: 34'=11-e>1
<br />
<br />1/2" MIN. PLYWOOD SHEATHING NAILED
<br />W/ 8d COMMON NAILS @ 4" o/c BOUNDARIES,
<br />6" O/C EDGES, AND 12" olC FIELD.
<br />
<br />..--.
<br />. :Z
<br />(t) -
<br />::i:
<br />"-'
<br />
<br />Z
<br />::!:
<br />
<br />.
<br />N
<br />
<br />AL TERNA TE FOOTING
<br />
<br />~ G \
<br />, 54 r
<br />\2V
<br />
<br />@ WOOD 1 ST FLR.
<br />
<br />6CALE: ~~I=l'-~'
<br />
<br />NOTE:
<br />SEE lYPlCAL WALL SECTION C/s1
<br />FOR ADDITIONAL INFORMATION
<br />
<br />(1) ROW Of' 2x BLOCKING@!.lIDHGT.-\ If ~
<br />FOR WALL HGT. ~ 8'-6-. (2) ROWS OF 2x
<br />BLOCI<1NG @ 3<d PIS FOIl WAlL Her. > 8'-6" (
<br />
<br />~ 1/2"~ x 8" "J- BOLT @ 24" O.C.
<br />SIMPSON SPl @ EA. Sl\JD "51 r w/ 2.', 3/16" PlA1E WASHER TYPICAL
<br />
<br />2 x STUDS @ 16" O.C. " "" ~'-' 1/
<br />2X P T PLATE "'" "" r 6x6 W1.4xW1.4 WWF
<br />. . '-.... '\ ~ / OR FlBERMESH
<br />
<br />..~ --~~-:-~-:~'-~-:-'_:":"~ ~
<br />.~ 6 . . ~
<br />/ <~. . ~ .c .>". i0~"'''
<br />-,~ ~.~.~ ...~~~'l
<br />~>~Nm~~'/"
<br />. / /'\//'\//, 1\
<br />' (3) iPS CONT. ON J" CHAIR
<br />WI J" MlN. ctEARANCE
<br />
<br />SEE SHEATHING SPECS ON FLOOR
<br />
<br />.
<br />(t)
<br />.....
<br />
<br />8"
<br />
<br />8"
<br />
<br />1'-8"
<br />
<br />INTERIOR 2-5TORY FRAME SECTION J
<br />SCALE: 3-:4'=1'.~"
<br />
<br />H \
<br />64 1
<br />
<br />R19'NSUL WN. -~~ ,', ~
<br />
<br />1)~\I\Z~Z~ 01'/ ~
<br />
<br />1/2" HIGH STRENGTH OR ~/2" GI1' \\1l-/: "
<br />5/8" GYP WB wi 1 3/8" :/ ~
<br />DRYWALL NAllS OR DOUBlE 2"x S.P.F. TOP PLATE ~
<br />DRYWAl.L SCREWS r o/e SIMPSON SP2 @ fA. STU ~
<br />CE!UNG & 8" ole WAllS R11 INSUL !dIN - - ;Xv
<br />(1) ROW OF 2x BLOCKING @ MID HGT. ~ _ A
<br />~~~ ;~d~~~6;CR (~A~O~T?~ ~-6." ~ K
<br />16" D.C. 2X S.P.F. SllJO~ ~
<br />P' 7/8" STUCCO FINISH PER ASll.f C. 926
<br />r;: APPLY 3 LAYERS wj TOTAL llilCKNESS 7/8" O~ METAL LAni.
<br />Ie;: FlRST 2 LAYERS 3{8" THICK EACH. 3RO f.A YER 1/'d' llilCK.
<br />3/4" PLYWOOD DECKING GLUED~ V SIMPSON LSTA24 STRAP WI 7-10<1 x 1 1/2" NNLS TO
<br />AND NAIlED WI ad COM~ON @2"x BOT. PlATE~~ t> / STUD & 7-1Od x 1 1/2" TO BAND JOIST@EA.STUD
<br />6- ole EDGES AND 12" O.C. FIELD wi (2) 10d @ 6" O.C. ('....
<br />K
<br />~ ~2x BAND JOIST
<br />
<br />WOOD "I" JOIST, PRE-ENGiNEERED -- ( 0 '\./ NOTE:
<br />FLOOR mUSSES OR CONVENllONALL Y \ -- J ---rl LAP SHEA THING TO BOTTOM OF
<br />FRAMED flOOR SYSTEM 54 /L -METAL SEAT PLATE BAND JOiST TYPICAL
<br />
<br />~
<br />
<br />
<br />
<br />U ~:...~~
<br />1/2- GYP W l;tp "
<br />1/2" HIGH STRENGTI-l OR SIMPSON HETA20 @ 24 O.C. w/ 10-10d
<br />,,_ '- X 1 1/2" NAILS IN BAND JOIST (Ie MIN. 4"
<br />5/8 GYP VIS 'III 1 3/8 R4.2 MIN. ~ '-l~ EMBEDMENT IN CONC
<br />DRYWALL NAILS OR INSUL ON E~'iT. 1= 1= .
<br />DRYWALL SCREWS r olc BLOCK WALLS := c 8"x8"X1S" CONC. KNOCKOUT BU<.
<br />CEIUNG & 8" ole WALlS STD. 90. HOOK ~ E W/1#5 ROD CONT. FILLED SCUD W/GROUT
<br />II
<br />
<br />NOTE:
<br />LAP SHEATHING TO BOTTOM OF
<br />BAND JOIST TYPICAL
<br />
<br />(2) 2x TOP PLATES CAPACITY
<br />
<br />- SHINGLE ROOF- TRUSS SPAN 30' MAX
<br />ADD (1) 2x4 STUD @ EA. lRUSS BRG.
<br />FOR 30' < TRUSS SPAN < 40'
<br />(2) 2x4 STUDS FOR 40' < TRUSS SPAN < 47'
<br />
<br />- TILE ROOF- TRUSS SPAN 25' MAX
<br />ADD (1) 2x4 STUD @ EA. lRUSS BRG.
<br />FOR 25' < TRUSS SPAN < 32'
<br />(2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39'
<br />
<br />12
<br />
<br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
<br />
<br />HURRICANE ANCHOR @ EACH TRUSS
<br />ROOF COVERiNG
<br />
<br />15 LB ROOFING FELT UNDER 90 LB FaT HOT
<br />MOP (l1LE) 15 LB ROOFING FELT (SHINGLES)
<br />1/2" COX PLYWOOD OR 7/16" O.S.B.
<br />
<br />DRIP EDGE
<br />
<br />ASC1A BOARD
<br />
<br />1/2" MIN. PLYWOOD SHEATHING NAILED
<br />WI 8d COMMON NAILS @ 4" O.C. BOUNDARIES,
<br />6" O.C. EDGES, AND 12" O.C. FIELD.
<br />
<br />(SEE DETAIL)
<br />
<br />F E:: ~ ARCHITECTURAL
<br />.- I- ~ FINISH
<br />~ f-
<br />1= ....
<br />1= 1= I ______ (1) #5 VERT. IN FILL CELLS
<br />I- 1= ~ (SEE FOUNDAllON PLAN & NOTES)
<br />MIN. 2500 PSl CONC SLAB,\ ~-"t'
<br />· .... vt:: 4"x4" INSPECllON PORT AT
<br />~ 6x6 W1.4xW1.4 WWF EACH FIll CELL TYPiCAL
<br />~ OR FlBERMESH "\ E
<br />\ 1=
<br />
<br />~
<br />=-.e.. ~_,\, .t
<br />e- ,~...~~'V<.~~ ..'~ >. ,Ji. FINISH ~RADE
<br />~~~~~ .: ~": .,>%~<<'0Y. ~~
<br />,,~~K{ . ~. :' ~ <<--.~'\ J z ....
<br />y//"Y/,,~// '.. ... . ~. r---./ )'"Y/" _ I::
<br />/</ /, / /jr' ~1;~ "\ / /V
<br />'" "t~M. . ~. K(~
<br />(3) # 5 REBAR/ .,V/0~W>/)C STD. 90' HOOK
<br />ON r CHAIR (SEE DETAil)
<br />w/3 MIN. CLEARANCE 4" 1'-8"
<br />
<br />1x 1M) FURR1NG
<br />@ 16" O.C.
<br />
<br />BASEBOARD
<br />
<br />TYP 2-STORY WALL SECTION
<br />
<br />~
<br />
<br />II" J --~\
<br />\ ~ e4~~
<br />
<br />~
<br />
<br />eCALE: 3-:4 '=ll_r:?)'
<br />
<br />16d NAlLS ~
<br />16" ole TYP. "
<br />EACH PLY
<br />
<br />(1) SIMPSON LSTA12 @ 24" o/e STAGGERED (TYP.)
<br />
<br />.-e:::::::;~-5EE FLOOR PLAN NOTES
<br />~ \>.< FOR REQUIRED CONNECllON
<br />~~~ \ 2-ROWS 16d NAILS STAGGERED @
<br />V a""~L 16- Ole EACH FACE OR 3-ROWS
<br />~ ~~ 16d NAlLS STAGGERED @ 16" Ole
<br />".~N ~ FOR 2"x10" OR CREAlER HEADER
<br />
<br />
<br />
<br />. (~ '\ 1\ MOUBLE HEADER W/1/2"
<br />~ FUTCH PLATE
<br />
<br />1\ flWNG AND BLOCKING AS
<br />~ REQUIRED F ASlINED TO
<br />HEADER WI (2) 16d @ 16- OIC
<br />UNLESS NOTED OTHERWISE
<br />/ 2x4 STUDS TYP.
<br />
<br />2x CRIPPLE STUD '"'-
<br />(SEE PLAN FOR # "-
<br />OF CRIPPLE STUD
<br />
<br />~~
<br />~~~
<br />
<br />Iw..yQ
<br />
<br />P.T. BOT. PLATE
<br />
<br />FLOOR TRUSS/BEAM
<br />
<br />~:
<br />
<br />SEE PLAN FOR REQUIRED CONNECTOR
<br />
<br />LOAD BEARING/EXTERIOR FRAME aD-
<br />WALL HEADER DETAIL M
<br />
<br />6CALE: ~ T.e. 64
<br />
<br />.A.
<br />~
<br />"-
<br />Z"x4- PANEL BLOCKING 0 ~D o/c~ K
<br />FOR THE FIRST 8'-0. OF END WAll DECKING /'
<br />FROM EA. END. (TYP.) TOP & OOTTOM ):
<br />CHORtl ATTACHED W/ (2) 16<1 tOE N,lJlS :\ ~
<br />
<br />__ 2ND flOOR fRAMING - SEE
<br />SECTION J/S4
<br />
<br />I~
<br />
<br />"
<br />
<br />~
<br />
<br />1.:. ~ SIMPSON lSTA24 STRAP WI 7-1Od x 1 1/2- NAILS TO
<br />> ~ -............ ' STUD & 7-1Qd x 1 1/2- TO BAND JOlST 0 EA. S1UD
<br />
<br />'1 -r 7 ________ 7 ---rLOOR JOISTS - SEE FRAMING PLAN
<br />
<br />"5<' I I I~ -SIMPSON HETA20 @ 24~ O.C. W/ 10-10d
<br />, ,j I l! ~ X 1 1/2" NAILS INTO BLOCKING JOIST &
<br />" 4 MIN. 4" EMBEDMENT IN CONC.
<br />2"x"'" CROSS BRACE @ ~" O/C FOR ~~ '. '.1
<br />THE 1ST 2'-0. Of END WALL WI (2) I .,
<br />1Odx3" @ EA. END INTO 2"x4- BLOCKING I I
<br />
<br />1 A:
<br />
<br />~~
<br />
<br />~
<br />
<br />2ND FLOOR FRAME CONNECTION If K '\
<br />PARALLEL TO MASONRY WALL 5CALE: 34 ':II_r:?)' \... 54J
<br />
<br />"='
<br />
<br />(SEE PLAN FOR SIZE) \
<br />
<br />1\
<br />
<br />SIMPSON HTI16 CONNECTOR --. I/SEE DETAIL J/S4 FOR
<br />(SEE PLAN FOR SIZE) \ ~ WALL STRAPPiNG
<br />
<br />1\ ::::
<br />
<br />~ ~ FLOOR SYSTEM
<br />.-- v "- ..11
<br />
<br />2X BLOCKING UNDER ~ ~ ~ \I ~
<br />ALL BUILT-UP COLUMNS ~~ ~ -........... ::
<br />
<br />~~~.:~
<br />j III~'~
<br />5/8-~ ANCHOR BOLT THRU FLOOR -U-r I: -.........:: ::~
<br />SYS'i"EM INTO BELOW -- ~i..L [..l .1 ~
<br />--...::.. ': ~ 1'\ ............ / MIN. 2"x BAND BEAM
<br />
<br />~ ',:1, \~
<br />
<br />~~~~
<br />
<br />D,J: I~
<br />(1) SIMPSON HETA20 @ 24" o.C.~ ~ ~ I ~
<br />W/ 10-10d x 1 1/2" NAILS I ~~
<br />INTO BAND BEAM AND 4" MIN.
<br />EMBED IN TO CONCRETE ~ I ~
<br />I~t,,::::~~ FlRST FLOOR BLOCK WALL
<br />
<br />61MP60N t4TTI~ CONNECTOR
<br />_!~ FLOOR 5Y5. llCAJ:E, >4'.1'-~' @
<br />
<br />~~
<br />
<br />-/~
<br />
<br />TRUSS
<br />
<br />q IXIX
<br />
<br />STRAP/'
<br />
<br />DET AiL'I/
<br />
<br />I.--BAND
<br />JOlST
<br />
<br />~
<br />
<br />;ro~\
<br />~4)J
<br />
<br />"='"
<br />
<br />ecALE: 1'/2 "= 1'- r:?)"
<br />
<br />...~
<br />
<br />-+
<br />
<br />'5<
<br />11\ \ AI
<br />
<br />"",=--
<br />
<br />"5<
<br />~
<br />
<br />Pi'-
<br />
<br />~ ~BUC
<br />
<br />/PROVlDE A MiN. OF l3-l6d
<br />BOX NAILS @ 1 1/2~ a.c.
<br />~~ :: v~,(MAX~L:~~Y~~: SYSTEM
<br />~::~
<br />.....:v
<br />:.~
<br />PROVIDE CONllNUOUS- : :~
<br />BLOCKING FROM S.U.C. ~I I : j
<br />TO MASONRY BELOW "'"il . I I I!) SIMPSON MSTC40
<br />. I I I
<br />~'I JI~
<br />.J,..... \.
<br />b <~~ 'ii;:
<br />
<br />PROVIDE A MIN. OF~ ~ ~ ~
<br />7 1/4"x 1 3/4" TAPCONS €) ~7
<br />," o.c. (MAX)" MASONRY WAlL, l>
<br />
<br />51MP50N M5TC 40'
<br />CONNECTION PET AIL
<br />( AL T. TO ~TT1~ CONNECTION) l
<br />eCALE: ~-:4' = 1'- r:?)"
<br />
<br />MASONRY WALL
<br />
<br />L 1
<br />54 1
<br />
<br />--
<br />
<br />/"B.U.C. OR CRIPPLE SllJDS
<br />/ 12d @ 10" O.C. EA. SIDE
<br />
<br />
<br />~ . .....----(1) SIMPSON STHD14RJ
<br />/' to CRIPPLE SllJDS WI
<br />~ ./ 38-16d SINKERS
<br />00 ./
<br />00 ./
<br />
<br />~ :: V PROVIDE SOUD BLOCKING
<br />'53:-- ~~....... BETWEEN FlOOR SYSTEM.
<br />o(~ FlOOR DECK
<br />
<br />
<br />~ 0 ~ I/IFLOOR JOIST
<br />I/~ 0 .....-;~[... 1111111
<br />, ~~~
<br />" , ~
<br />............ '-':~ ~ ~
<br />BLOCKING k'l
<br />NOTCH FOR l ~ 0'...., ~
<br />S1RA? r> ....
<br />....
<br />............ ,/
<br />
<br />I ....,'...., ~ V :rKO. BlOCK
<br />........ W 1 CONT.
<br />TYPICAL BlOCl(- ...., '}, l/ I( ) 15
<br />WALL 't:cfy
<br />,~)?
<br />
<br />---
<br />
<br />ALTERNATE L/54 DETAIL J
<br />UPUFT = 3575# (SPF) ~ T.5. ,
<br />UPLIFT := 41601 (SYP)
<br />
<br />L \
<br />64 /
<br />
<br />PRE-EN~NEERED WOOD TRUSS
<br />@ 24-0/C MAX.
<br />
<br />~~
<br />
<br />HURRICANE ANCHOR PER
<br />UPUFT SCHEDULE
<br />
<br />,
<br />
<br />DBL S.P.F. TOP PLATE~
<br />
<br />~ SIMPSON SP-2
<br />
<br />/1/2" M1N. PLYWOOD SHEATHING NAILED
<br />/ W/Bd COMMON NAILS @
<br />_ 4" Ole BOUNDARiES, 6" Ole
<br />EDGES, & 12" ole FIELD. PRO\1DE 2x4
<br />2x S.P.F. sruDS @ 16" O/~~ ~ _ BLOCKING @ ALL PLYWOOD SEAMS.
<br />I \j r7/8" STUCCO F1NI$H PER ASTM C. 926
<br />AWL Y 3 lAYERS W / TOTAL THICKNESS 7/8-
<br />~ OVER METAL lAm. FlRST 2 lAYERS 3/8" THICK
<br />EACH. 3RD LA Yrn 1/B" l1iICK.
<br />SIMPSON SP-11~ 2 ROWS 1/21> DIA. ANCHOR
<br />/ BOlTS STAGGERED @ 24" Ole
<br />. /2.X8" P.T. PLATE
<br />
<br />~/ r ~ 8"x8\161> K.O. BLOCK WI (1)
<br />~~.;~ ~ /' 15 CaNT. & FlLl SaUD Vi1111 GROUT
<br />f-~'..:. f-.-
<br />
<br />....""
<br />
<br />_::...
<br />
<br />t--SP ACER BLOCKS
<br />.
<br />I
<br />
<br />SPACER BLOCKS
<br />
<br />:Z CONC SlA:\
<br />~
<br />. 6x6 W1.4xW1.4 'NVVf',\
<br />l' OR FIBER MESH
<br />.
<br />~-.- '
<br />..- 5.:; . .... :.-.- . ~ "\,,
<br />
<br />~")'~ ~ ~'~:;;X:--<<~""~. I j oJ. GR,~Of-,
<br />6 MIL V POR BARRIER <y~~~ I I ,;;>)V>: ~
<br />//, ~ (/ !4' I ~"'0'
<br />CLEAN I OISONED AND COMPo I" '- "y'
<br />SOIL (9 % MODIFIED PROCTOR c,4.... ~.\.. .. '" .
<br />PER AS >'l D1557) /' . ./ '. . ."
<br />
<br />STD. 90. HOOK I / I (J) i5 CONT. ON J- CHAIR
<br />(SEE DETA1L) 'T 20~ I, WI 3" MIN. ClEARANCE
<br />
<br />" "
<br />
<br />ALTERNATE FOOTING
<br />
<br />f
<br />
<br />t---
<br />
<br />-{
<br />
<br />J
<br />I
<br />
<br />CORNER
<br />
<br />CORNER DETAIL54
<br />6CALE: N. T.e. '
<br />
<br />N ,
<br />54}
<br />
<br />-
<br />
<br />AL T,
<br />
<br />"TII
<br />
<br />TYFICAL liT II AND
<br />
<br />D $A,MUEL A. GREENBERG, to.E. ~424S
<br />D n~uy 14. I4UYNH P.E. ~~122
<br />D !RWIN J. BENSON, PE. -49158
<br />o Al-' ABBAS 14AKIM, FE. tS~l8h
<br />
<br />ill REVISED 08-15-03
<br />ffi CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />-
<br />
<br />1=
<br />t=
<br />i= r
<br />~
<br />2 -STORY
<br />
<br />~MASONRY WALL ( DESIGN AS CANnLEVER)
<br />
<br />~
<br />
<br />WALL SECTION (( F ~
<br />5CALE: ~-:4'=I'-r:?)' ~ 54 lJ
<br />REf=ER TO J/e4 FOR ADDITIONAL. !N~ATrON ~
<br />
<br />(
<br />
<br />D E ~~~~~~,
<br />
<br />p.o. eox ~ - AFOU.O eEACJ..J - F1..ORIDA - 3~i2
<br />~ - (813) 64& 0166 FAX - (&13) 64& ~~
<br />EB 4&'" fC\MSt ORAYdNGS AND DESIGNS ME M J:JiNT PROPERTY OF DANSCO 8~EERJNG. P.A. AND !HE
<br />~CUENT OH THIS PROJECT. ~y REPROOUCTION OR UNAUTHORIZED LISE IS PROOBlTED. - 2003
<br />
<br />"
<br />
<br />TO THE 6E5T OF '11-lE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />5Tf<UCTURAL FLANS AND QFEClFlCATIONe COMA.. Y WIT~ THe
<br />FLORIDA 6UILDING CODE, 5eCTtON r~fZl6 FOR 120 MP~ 3 5eCOND
<br />OO8T, EXFOOORe 'a' WIND tONE (2001 EDITION).
<br />11415 DRAWING AND DE&!GN 1& VALID FOR 12 MONTI4& AFTER Tl-tE
<br />DATE IT 15 5k:rNED AND &EAU:D.
<br />51GNED AND 5EAlED FOR me e-rr;:ucTUf<AL PORTION Cf= THIS
<br />DRAWING ONLY.
<br />
<br />6EAL. ~ ecALE NOTED
<br />DATE IrJ/t)2
<br />
<br />TYPICAL 2-8rORY 5eCTfON5 4 DETAIL€>
<br />
<br />"-
<br />
<br />LENNAR !-4OMES
<br />
<br />TAMPA DIVlelCN
<br />
<br />D~~ BY.
<br />N:/BLOCKS/STD 2001
<br />
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<br />
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<br />
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