|
<br />12
<br />
<br />INSULATION TYP.) I VARIES
<br />BAFFLES '\ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
<br />\~ SCHED.) W/ METAL PL. UNDER EA. TRUSS
<br />1/2" HIGH \ rOOF COVERING
<br />STRENGTH ~ 7/16" O.S.B. MIN. SEE ROOF
<br />CD GYP. ~ NAILING SCHEDULE ON SHT SN2
<br />~~~,~Dw2LRL 7\?'\?\?\?\2\ "7;:;V...~ _ ELEV. VARIES' ili\
<br />BOARD WI..~ l' "'-.~" ~.
<br />DRYWALL SCREWS ~ ~"~ALUMINUM DRIP EDGE
<br />@7::0.C.CEILlNGI/ '\ "'~ALUMINUM FASCIA
<br />& 8 O.C. WALLS 1= I- '"
<br />R30 MIN. BATT OR t= \ 2x4 SUB FASCIA
<br />
<br />1x2 P.T. HORIZONTAL NAILER t= ~:
<br />STD. 90' HOOK t= 8"x8"X16" KNOCK-OUT BLOCK
<br />(SEE DETAIL) / I-- W/ 1#5 CONT. FILLED
<br />1= SOLID W/GROUT
<br />I--
<br />~
<br />R4.2 MIN. 1=
<br />INSULATION ~
<br />ON EXT.. BLOCK WALLS 1=
<br />
<br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
<br />
<br />~ ELEV. VARIES .1\
<br />
<br />J. ~ i 1" x 2" FURRING ~.,.
<br />'- " . 1" x 6" ROUGH SAWN CEDAR
<br />'" 2x4 SPRUCE SUB FASCIA
<br />
<br />~2" U.N.O. ~12" ALUMINUM
<br />VEN Tl LA TED SOFFI T
<br />
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />
<br />~~
<br />1 x2 PT WD FURRING ~
<br />@ 24" O.C. I-
<br />
<br />~~~
<br />
<br />,t-
<br />1/2" GYPSUM 'E
<br />WALLBOARD U.N.O. 1=
<br />t: ~~ '-
<br />(1) #5 VERT. IN FILL CELLS
<br />r- [\.~ =-(SEE FOUNDATION PLAN FOR LOCATIONS)
<br />1= 7"
<br />~ /'
<br />f-
<br />
<br />~
<br />~'1\-- ~~~.....
<br />.~ y~
<br />~
<br />~<SS
<br />~.<::$'
<br />
<br />~<$>"'=>
<br />~.<::$'
<br />~ #
<br />q.-<OS
<br />"",,<:5>
<br />5t<:""'=>'
<br />
<br />3/4" BASEBOARO ~ ~ w -------- ~~Et5FOVNER~Ll~ ~6~ ~~'i-;1l0N)
<br />MIN. 2500 PSI _____ . ()
<br />CONC. SLAB.l\ E E ~ 0: _____4"x4" INSPECTION PORT AT
<br />6X6 W1.4XW1.4 WWF l\ t: t= ~ ~ ----- EACH FILLED CELL TYPICAL
<br />OR FIBERMESH I g ~ :3 ~ HEADER BLOCK U.N.O.
<br />~ ,~ ~I ~~
<br />~~t=r~ 4 ~_\ . ~1~V~n: ~ f7S~
<br />:::- ~~~v;/;';~ I j ~RA~~ L ~V V Z ~
<br />n ~~y/:~JI . I Y<<'Y<<y<<,<<~ ~
<br />6 MIL VAPOR BARRIER >@t:j !,".! ~~ ~ ~
<br />CLEAN POISONED AND COMP..J ~.." .' ~'. f><<<~~, . ;..:
<br />SOIL. (95% MODIFIED PROCTOR L~';Z'r~~';;fy co
<br />PER ASTM 01557) / 3" ""-'STD 90. HOOK
<br />MIN. ClR. .
<br />(2) #5 REBAR CONT. (SEE DETAIL)
<br />1'-4"
<br />ON 3" CHAIR
<br />
<br />b
<br />C'J
<br />
<br />"
<br />'-
<br />
<br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTlONS
<br />~WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
<br />BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
<br />
<br />
<br />T "
<br />
<br />S.P.F. DOUBLE TOP PLATE~~ ~TRUSS BOTTOM CHORD OR
<br />4_ 2x4 BLOCKING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR v ^ TOE NAILS @ EACH END
<br />-~-
<br />~ /;2" x S.P.F. (OR EQUAL)
<br />1/2n CDX PLYWOOD OR 7/16" K>- STUDS @ 16" 0 C UNO
<br />OSB. SHEA1l11NG REQ'D. FOR x;: " ...
<br />ALL EXTERIOR OR SHEAR WALLS ~ ( )
<br />AS INDICATED ON 1l1E PLAN. _ ~ '- 1 ROW 2x BL~CK~NG @ MID HGT. FOR
<br />ATTACH SHEA1l11NG W/ 8d v ^ WALL HGT. < 8 -6. (2) ROWS, 2x" BLOCKING
<br />COMMON NAILS @ 4" O.C. @ - 'if' @ 3rd PTS FOR WALL HGT. > 8 -6 .
<br />BOUNDARIES, 6" O.C. @ EDGES, :t 1/19
<br />AND @ 12n O.C. @ FIELD ----------. ~
<br />>-)..
<br />><
<br />$ SIMPSON SP1 CONNECTOR
<br />
<br />- . '--
<br />v^
<br />1/2"0x8" ANCHOR BOLT@ 24" O'C-:=liV~ 2x P.T. BOTTOM PLATE
<br />W/ 2"0x3/16" PLATE WASHER (TYP.). ~ r 6X6 W1.4XW1.4 WWF
<br />
<br />C" M,IN. : ~ /' +~ ~ O~-C~IBERME~H L
<br />
<br />
<br />.t== t', c.. -~~ ~Jt.,.. ~~\~- 3 1/2'-])
<br />'1 3 1/2"-4~~Y~Y~ ~~. .~Y:~)/>'\ MIN.
<br />MIN. ,,/ /"0 /~<<<<<~",~0'
<br />;K"'/>::y'A /, /
<br />(2) #5 CON1/ n
<br />4
<br />
<br />1'-4"
<br />
<br />8"
<br />
<br />1x4 P.T. BASE NAILE
<br />
<br />-r:\
<br />
<br />v" C.M.U. TYPICAL
<br />VTYPE "s" MORTAR
<br />
<br />~
<br />I ~ ARCHITECTURAL
<br />V FINISH
<br />
<br />NOTES:
<br />1. FILL ALL CELLS BELOW GRADE WHEN
<br />IM1EN STEM WALL IS LESS 1l1AN 40"
<br />ABOVE GRADE.
<br />
<br />2. FOR STEM WALLS GREATER THAN
<br />40" HIGH CONSULT ENGINEER.
<br />
<br />I II II II II
<br />I 1/ 1/ " II
<br />~===='1r-...:----~Jl- - '1r--------Jl-..;-..;-..;--=-- -::..-::..-::.....=..Jl-..;-..;-,,:-..;-..,-r-::..-::..-::....:.A1..=-.=-.=-..;--1r..;-..;-..;--"V-FIRST BLOCK TO BE
<br />::: :: :: :: :: SET IN MORTAR
<br />I II II II II II
<br />I II II II II II
<br />fo = = = = d,L_-_-_-_-..,1' = d.l.._--=-_-_-=-,-r-::..-::..-_-::....J,j,-..;-..;-..;-..;-..,-r-::..-::..---=-..J,j,--=--=--=--=-..,-r-::..-::..-::..-::....J --::..-::..-::..~
<br />
<br />
<br />l~~~~F--j ~"r-------jL~~'r~~~~L~~~"-r~~ -I:~--------"- _~~ ~{~~ ~O~~~~K BETWEEN
<br />
<br />II II II "<;j- I
<br />I II II II II II
<br />I II II II I II , "
<br />I II II II I II ELEV. 0 - 0 "
<br />ELEV -0'-5 1/4" I r===-..JL--------iT=' d,':...------..:.r-::..-::..-::..-::..~-=--=--=--=-l: ' ~L ~,. ';~.' ' 4 .. A.F.F. $- ~
<br />1\' '~_________..JL_ -1L ~ (..,')
<br />~ (". 4,. . '.' . . . ". ... .' ~'/' '..." . '''', 4' , " :z
<br />A.F.F. '''.'' .' ,,,,4~, .... .' .." .... ". '''. ELEV. -0 -4 1/4 $- b
<br />
<br />~ ~ ~ 2"x6" RIPPED TO AC~UAL 4. {/4" WIDE ~ d " . ~ ~', . . ,,'. A.F.F. E2
<br />n ~ 0 .. 'OR 2"x4" WITH 3/4" FURRING . '. 4 ,,' ,
<br />0--:> "~' . I I'" .'" 4.
<br />....- ~ /' '''A "~GARAGEDEPTH'. >' '" ", .' ."A
<br />"
<br />/ VARIES'~ '. .a,4' ",j/
<br />.d . ,<I ...'fIt 4' <I, a
<br />
<br />8"x4"x16" NOMINAL
<br />BLOCK WITH 3/8"
<br />MORTAR BETWEEN
<br />COURSES
<br />
<br />f-
<br />
<br />AL TERNATE FASCIA
<br />6CALE: 3/4"=1'-0"
<br />
<br />..=.
<br />
<br />--
<br />
<br />I
<br />
<br />AL TERNATE STEMWALL FOOTING I AA l
<br />6CALE: 3/4'=1'-0' , 51 I
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />
<br />GARAGE SLAB AT STEP ~
<br />,
<br />
<br />6CALE: 3~'=1'-0'
<br />
<br />B \
<br />61 I
<br />
<br />CONTINUOUS TO FOO'TER BELOW
<br />
<br />~e>. HOOK DETAIL
<br />'al KO. BLOCK
<br />
<br />~
<br />
<br />Z
<br />:i
<br />
<br />.). . ~ . ~ .
<br />~.,-:-.:,
<br />
<br />/ ~>>~~
<br />6 MIL VAPOR/~,\:
<br />BARRIER / //
<br />
<br />\
<br />
<br />r2x S,P.F. STUDS @ 16" O.C.
<br />.1 'J'iv---2x STUD
<br />! I ~ "
<br />I 'I r 8 C.M.U.
<br />(f 1/
<br />I I~ ~ 1"x P.T. STUD
<br />I ..v
<br />~ I ~ #5 VERT. IN FILLED CELL
<br />~ I; ~ 1/2" X 6" "J" BOLT
<br />!..--- I @ 24" O.C. VERT.
<br />I I
<br />I I
<br />I J.--"""- 2x P . T. P LA TE
<br />~:
<br />
<br />1/2" MIN. PLYWOOD SHEATHING NAILED
<br />WI 8d COMMON NAILS @ 4" OIC BOUNDARIES,
<br />6" OIC EDGES, AND 12" OIC FIELD.
<br />SHEAR WAll REQUIRES 2x BLOCKING @ SEAMS.
<br />
<br />'1 20' MIN. LAP t
<br />
<br />
<br />y y y~' :-<XX' .xxx. 'y'QO'. 'y'<X./ ~ '^", ~, V'Oo
<br />
<br />"---#3 OR #4 REINFORCING BAR
<br />
<br />1 x4 P. T. BASE NAILE
<br />
<br />_ "IV'"
<br />
<br />V 4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />
<br />3 1/4" BASEBOARD~ A
<br />
<br />6x6 W1.4xW1.4 WWF~ . STD. 90' HOOK
<br />OR FIBERMESH \ 'KI / (SEE DETAIL)
<br />CONCRETE SLAB WITH BROOM I V ~ MIN. 2500 PSI
<br />FINISH SEE STRUCTURAL NOTES \ \ 'I/.../ , CONC. SLAB
<br />
<br />.\:~~~ ~; ~z
<br />~ AY,A~> _I ~
<br />/~ t ~;<;<~ ~~ ~
<br />t> .~. ~/'>--~ ~
<br />K "':'\ / /V .(
<br />./ ~ V v~
<br />3,0 // /
<br />(2) #5 REBAR CONT. MIN. ClR'1 CLEAN POISONED AND COMPo
<br />ON 3" CHAIRS TYP. l' 4" ' SOIL. (COMPACTED TO 95% MODIFIED
<br />U.N.O. - PROCTOR ASTM 01557)
<br />
<br />LOAD BEARING OR-
<br />EXTERIOR WALL
<br />
<br />-. --------....
<br />
<br />1/2"~ ANCHOR BOLTS
<br />@ 24" O.C. w/ NUT & WASHER
<br />
<br />~
<br />~
<br />
<br />~
<br />
<br />(2) ROWS OF 2x BlOCKIN\
<br />@ THIRD POINTS
<br />______ R 11
<br />1/2"~ x 8" "J" BOLT @ 24" O/C ------
<br />W/ 2"~X 3/16" PLATE WASHER TYPICAL r,r~~~yS~ff~~~'~/ ~~~tfu~K~E~~67/8"
<br />~~'W:1/2"~ KWlK BOLT II -.\ OVER METAL LAlli. FIR~T 2 LAYERS 3/8" 1liICK
<br />WI 8" MIN. EMBEDMENT MAY EACH, 3RD LAYER 1/8 1lilCK.
<br />BE USED IN LIEU OF ANCHOR ~
<br />BOLTS. ><>< jSIMPSON SP1 @ EA. SllJD
<br />><
<br />6x6 W1.4xW1.4 WWf \ x
<br />OR FIBERMESH \ ~L 2X P.T. PLATE
<br />
<br />~.~ ~.~\ .~
<br />. v 6 ~ .
<br />/~ Y))~Y/;~ ~" ~'c .Jl FINISH GRADE
<br />6 MIL VAPOR BARRIER~~ .' t> ~.. . t. .' K ~;~> .
<br />'f~/ .' ~. ~ ~~v ~ Z
<br />CLEAN POISONED AND COMPo ~.~ . .~\"K~"<<'" ~
<br />SOIL (COMPACTED TO 95% MODIFIE 10!c. ~ I> . ~ '/ " "'- '/"'"
<br />PROCTOR ASTM 01557) . {K0(<C<<K~~ /
<br />
<br />,4" 1'-4"
<br />
<br />/2x STUDS @ 16" O/C
<br />
<br />#3 .. 4$4 LAP SPLICE
<br />25" MIN. LAP 1
<br />.'" xJ ~:'RE:OR= B"':: 'm' ~
<br />
<br />U.N.O.
<br />
<br />MIN.
<br />
<br />vvv
<br />~
<br />
<br />TYPICAL BEARING WALL ~ STEP I
<br />6CALE: 3~"=1'-0" ,
<br />
<br />=--
<br />
<br />C\
<br />61 J
<br />
<br />r0
<br />
<br />. '. t.. .
<br />f--.-~' "'t.'~ -'~
<br />
<br />~ ~ ~ . ~ c ~ ~. . ~)/>Y>Y~
<br />" '" '. .' ~~~~
<br />t. .~ t. ~~~<<>
<br />1:~WW~~~~~~"
<br />/, /", /""':-<'" /~ /'" /" /
<br />
<br />.
<br />N -
<br />..........2
<br />~~
<br />n
<br />
<br />lIS LAP SPLICE
<br />l' 36" MIN. LAP l'
<br />""""~^~>>'~:~;:;;~~~:~~^~~^~~ :,'^/ / ,
<br />4$6 LAP SPLICE
<br />
<br />NOTE:
<br />SIMPSON HETA20 @ EACH STUD
<br />WlTH 16-10d X 1-1V2" MAY
<br />BE USED IN LIEU 0 ANCHOR
<br />BOLTS, PROVIDED HETA20
<br />EXTENDS UP STUD.
<br />SIMPSON SP1 's ARE NOT
<br />REQUIRED W/ THIS ALT.
<br />
<br />NOTE:
<br />HiT1 1/2"0 KWIK BOLT II
<br />W 8" MIN. EMBEDMENT MAY
<br />B USED IN LIEU OF ANCHOR
<br />BOL TS.
<br />
<br />~ ~
<br />
<br />(1) SIMPSON SPI TYP. ~ .
<br />~l
<br />
<br />,\ ~
<br />
<br />.
<br />-q-
<br />I Z
<br />~
<br />
<br />t-lUD COMPLIANT TYPICAL WALL SECTION
<br />NOT TO SCALE
<br />
<br />{;;\
<br />\!:Y
<br />
<br />..="..
<br />
<br />FRAME WALL TO C.M.U. WALL CONNECTION, D \
<br />6CALE: 3/4"=1'-0" ~
<br />
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE A/S1 FOR MORE SLAB INFORMATION SCALE: )1$':1'-0'
<br />
<br />(E\,
<br />~I
<br />
<br />REBAR DETAILS
<br />
<br />j
<br />,
<br />6CALE: N.T.6.
<br />
<br />F
<br />51
<br />
<br />,
<br />.
<br />
<br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTlONS
<br />~ l~~~E UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />~ NAILS @ 24" O.C. FROM TOP PLATE TO
<br />
<br />
<br />
<br />1~ \.
<br />
<br />S.P.F. DOUBLE TOP PLATE::;! ~TRUSS BOTTOM CHORD OR
<br />/ 2x4 BLOCKING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR--/' TOE NAILS @ EACH END
<br />-~r:=
<br />~~2"X S.P.F. (OR EQUAL)
<br />/~ STUDS @ 16" O.C. U.N.O.
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR---"" R19
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING r /'
<br />@ 3rd PTS FOR WALL HGT. > 8'-6". Vr-1/2"0X8" ANCHOR BOLT @ 24" O.C.
<br />W/ 2"0x3/16" PLATE WASHER (TYP.)
<br />SIMPSON SP1 CONNECTOR ~
<br />2x P.T. BOTTOM PLATE:~~ /6X6 W1.4XW1.4 WWF
<br />(4" MIN. ~ . OR FIBERMESH
<br />~ . L
<br />I . /""" --...L- - - -~-t.-~. ~ - b
<br />O .~ .' . "'" :/;" /
<br />", . t ~, ~-~~ -.L- '.,. .. .Ji;"(//(V 3 1/2'-4~
<br />~ 3 1/2"-4~AY>>>~" "~. · :y:~y>'\ MIN.
<br />MIN. ,,/ /"0 /~((<<<~""~'"
<br />;~"'/>::~A /'- /
<br />(2) #5 CONV' "
<br />4
<br />
<br />1'-4"
<br />
<br />8"
<br />
<br />~z
<br />~~
<br />
<br />#5 REINFORCING BAR J
<br />
<br />'"
<br />
<br />
<br />
<br />
<br />R 1 7/87
<br />
<br />c
<br />;;::.
<br />
<br />~ STD. ~(2). !-tOOK
<br />
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />
<br />1/2"0x8" ANCHOR BOLT @ 24" O.C.
<br />SPACE ANCHOR BOLTS 6" MAX. r~/ 2"0x3/16" PLATE WASHER (TYP.)'
<br />FROM END OF 2" x PLATE ~ /.
<br />/ 6X6 W1.4XW1.4 WWF
<br />J OR FIBERMESH
<br />~ I
<br />1. ~ - ~~,- - - ~ ~ _, '1> --" ~ 'L-, ~ ..:... j - .-: ~
<br />~. " .1
<br />'/ /><<"\>/~~ ~ D:> A(/ />>/))/" 3 1 /2" - 4" J
<br />"<<~~"'( '\- I ~:\: ~<<~/ MIN. ~
<br />'"" \.//~ '//~ t. /'" /, Y /,
<br />/ /1,<(/ /Jl/ /'<./ /'\.~~ (/ /'<. k<'V /
<br />'.'::t'IY",,,,, v"'''''''/\ <,;;",~ v"'-"'" NOTE:
<br />(2) #5 CONT. //>//~//////'y / Hllll 1/2"0 KV\t1K BOLT II
<br />" W! 6" EMBEDMENT MAY BE
<br />USED IN LIEU OF ANCHOR
<br />BOLTS.
<br />
<br />cl1/2" MIN.
<br />
<br />P. T. 2x4 1/2" GYP. BD.
<br />SOLE PLATEx
<br />......, HOLD GYP. BD.
<br />'0< "Fx=1/2" FROM SLAB
<br />
<br />,~ . /' .....-CONT. BEAD -
<br />, z /' SEALANT
<br />0'-0" .'..:,/K '/~
<br />~ ~... ~ \
<br />. " . -t:
<br />....:~..A.. ."~.--.-J /-4" (Nrn~IOR
<br />, .. 4 $-
<br />4 , 4 . . 40 . Q...
<br />HIL TI X-CF NAILS @ 12" O.C. ' ..' ~...Y
<br />STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WNF OR FIBERMESH
<br />PLA TE TO CONCRETE OR EQUAL
<br />
<br />~2X SllJDS @ 24" O.C. U.N.O.
<br />_____ ~1/2" GYPSUM WALLBOARD U.N.O.
<br />~_ W/ DRYWALL SCREWS @ 8"0.C,
<br />GARAGE
<br />/1119 CONT. BEAD
<br />~ U.N.O. SEALANT
<br />
<br />NOTE:
<br />SEE SECllON C/S1
<br />FOR ADDITIONAL INFORMA llON
<br />
<br />- ..,f\/ (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />V WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />Z
<br />
<br />TYPICAL C.M.U. BLOCK WALL
<br />
<br />EXPANSION JOINT-\
<br />8" v Ak'lr S
<br />
<br />#5 CONT." \ \
<br />:oc +- ~\.' .7~~~~
<br />,y/~/X '. . ..... t. #/): <<':/<<~ b
<br />Y'Ay~'A"";' J' .' ~%%" ~
<br />~~<<<. r t..~r\ <<<~'-
<br />"''0~ ;\ V* "'f'" Y'j(Y/
<br />~*v :<>>/~V) ~",,'\.
<br />LL r- 3" MIN. CLEARANCE
<br />
<br />~BLOCK WALL BEYOND
<br />
<br />SIMPSON SP1 CONNECTOR
<br />
<br />I
<br />
<br />
<br />~
<br />
<br />GALVANIZED METAL STOP SECURED TO WALL
<br />~TO RUN CONTINUOUS AND LEVEL AT A MINIMUM
<br />OF 8" ABOVE GRADE.
<br />
<br />2
<br />EST. GRADE ~
<br />.
<br />/_ J-,ELEVAT1Qt1 0'-0" co,
<br />L ~~p OF S~8__'.../
<br />~~~~\Y\\v ~
<br />K',/,::y '- \ V\\ '\ -~ -
<br />. ~ '\i\'\) \//\ ~
<br />
<br />/
<br />
<br />:.H.D. RECESS
<br />
<br />1'-4"
<br />
<br />. CONCRETE SLAB, j6X6 W1.4XW1.4 WNF OR FIBERMESH
<br />_<-_ -1- " \ f\ X' .,....
<br />N Z J A~" ,\ , - - J J ......
<br />~ ~ ,I ((.." 4"<t' ....
<br />
<br />! ~' \ .'~~~~J: . _ y' ~~'Y/~,>-4c:'~-~ ~~
<br />~~-------- ~ ~<~~~~~~
<br />~~';)>~/>>>>/);; >)):>>')~/
<br />
<br />6 MIL V
<br />VAPOR BARRIER 8" 1'-4" 8"
<br />
<br />(2) #5 STEEL (CONT..)
<br />ON CHAIRS
<br />
<br />U.N.O.
<br />
<br />MIN.
<br />
<br />AL TERNATE TYPICAL BEARING
<br />WALL 1il 6TEP WIO SHEAR WALL
<br />
<br />8"
<br />
<br />1'-4"
<br />
<br />8"
<br />
<br />FINI5l-i TEXTURE BREAK
<br />6CALE: N.T.6.
<br />
<br />J
<br />,
<br />
<br />-=-
<br />
<br />l-i\
<br />61 J-
<br />
<br />GARAGE DOOR SLAB RECESS :
<br />
<br />I J
<br />, 51
<br />
<br />,
<br />J
<br />
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SEE A/S1 FOR MORE SLAB INFORMATION
<br />
<br />6CALE: 3~"=1'-0'
<br />
<br />tK\
<br />~
<br />
<br />NOTE:
<br />SIMPSON HETA20 @ EACH STUD
<br />WlTH 16-10d X 1-1(2" MAY
<br />BE USED IN LIEU 0 ANCHOR
<br />BOLTS, PROVIDED HETA20
<br />EXTENDS UP STUD.
<br />SIMPSON SP1 's ARE NOT
<br />REQUIRED W/ THIS ALT.
<br />D SAMUEL A. GREENBERG, P E. *'34245
<br />D THU-r loot HU'YNl-i, PE. -~0122
<br />D IRWIN J. BENSON, P E. -4e158
<br />D All ABBAS HAKIM, PE. llS~18~
<br />
<br />6CALE: 3~"=1'-0"
<br />
<br />fZ2\
<br />51 6
<br />
<br />(2) #5 CONT.
<br />ON 3" CHAIRS (TYP.)
<br />
<br />NOTE:
<br />HIL TI 1/2"0 KWIK BOLT II
<br />w! 8" MIN. EMBEDMENT MAY
<br />Bt: USED IN LIEU OF ANCHOR
<br />BOL TS.
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<br />6CALE: N.T.6.
<br />SEE A/S1 FOR MORE SLAB INFORMATION
<br />
<br />TYPICAL INTERIOR BEARING WALL fG\
<br />SCALE, '..'=1'-0' \.V-
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<br />6X6 W1.4XW1.4 WWF
<br />I / OR FIBERMESH
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<br />~ -s~'.l ~ ~_ ~~-.: -A. ~ '4.' 4 GRADE
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<br />.'N)):Y)>;/)>;/)~" '>\ >>::<~'Y>'
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<br />, (1) #5 CONT.
<br />4" 8"
<br />~vll N.
<br />
<br />3/4" RECESS FOR S.G.D.~ /ARIF<:; 6X6 W1.4XW. 1.4 WWF
<br />~ / OR FIBERM~SH ....
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<br />(2) #5 CONT. ;:, '" <~"<-<~/<,,y <'<
<br />4" 1'-4" 8"
<br />
<br />--
<br />
<br />/ EXTEND FILL CELLS TO FOUNDATION
<br />PAD MAT REINFORCING.
<br />
<br />& CREATED 01-02-02
<br />
<br />TO TI-lE 6EeT OF TI-lE ENGINEER'e KNOU.JLEDGE AND 6ELIEF, TI-lE
<br />eTRUCTURAL FLANe AND eFECIFICATIONe COMFL Y W1TI-l TI-lE
<br />FLORIDA BUILDING CODE, 5ECTION 16~6 FOR 1212' MPI-l 3 eECOND
<br />GUeT, EXFoeuRE '6' WIND ZONE (212'01 EDITION).
<br />TI-lle DRAWING AND DEelGN Ie vALID FOR 12 MONTI-le AFTER TI-lE
<br />DATE IT Ie elGNED AND 5EALED.
<br />elGNED AND 5EALED FOR TI-lE eTRUCTURAL FORTION OF TI-lle
<br />PRAWING ONLY.
<br />
<br />n
<br />
<br />EXPANSION JOINT FORMED USING
<br />1/2" EXPANSION JOINT MATERIAL
<br />~3/4" RECESS FOR S.G.D.
<br />THICKEN SLAB EDGE BETWEEN /AD'Le 6X6 W1 4XW1 4 WWF
<br />DOOR FRAMES AS SHOWN \ OR FIBERMESH
<br />FINISHED CONCRETE LANIA TO /
<br />RECIEVE BROOM FINISH U.N.O.\ / / I ~
<br />\ \ \c-?-.. ~--q- -~ ~.~ ~ J~ ~
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<br />6X6 W1.4XW1.4 WWF.J J /'</ (~ /,,/ /"~ (2) #5 CONT.
<br />OR FIBERMESH / 4" R" 1'-4" R" c-I
<br />(1) #5 CONT/ '
<br />
<br />It MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />
<br />It
<br />;<:p
<br />
<br />___MASONRY WALL AND
<br />.---- PAD FOOTING
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<br />SEE SEC. AjS1 FOR ADDITIONAL SLAB INFORMATION
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<br />
<br />CONT. FOOTING STEEL \
<br />\ / ~ 1/2" MIN.
<br />6" MIN. ,~~p~ VA VA \ / ~
<br />~<< .. <<^y,~<:'<,(",,,<: r-
<br />FOOllNG DEPTH ~~ --f- ---=-./ W>~//~>/ FOOllNG Bc.YOND
<br />SEE SCHEDULE )(~.... .",~~,,<<~ "
<br />//~ / /' (~,>y//y/), ,j" 3" MIN. CLEARANCE
<br />'~)Y)v~"Y~y>,y ~)V~"%' '
<br />PAD REINFORCEMENT ~ ~%~~~~~,/
<br />(SEE SCHEDULE) ','3" MIN. CLEARANCE
<br />FOOllNG WIDTH
<br />SEE SCHEDULE
<br />
<br />r
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, P A.
<br />
<br />P.o. BOX ~ - APOLLO 6EACH - FLORIDA - 33512
<br />~ - (813) 64& 0166 FAX - (813) 64& ~~
<br />E6 4610 r(\ n1ESE DRA'MNGS AND DESIGNS ARE n1E JOINT PROPERTY OF DANSCO ENGINEERING, PA, AND n1E
<br />'-':::JCUENT ON n1IS PRO-f:CT ANY REPROOUC1l0N OR UNAUn10RIZED USE IS PROHIBITED. - 2003
<br />
<br />"" f
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />OPTION ~1
<br />
<br />OPTION #2
<br />
<br />eEAL""",
<br />\ 6CALENoTED
<br />DATE lnl02
<br />
<br />LENNA~ ~OMEe
<br />
<br />1
<br />. -
<br />
<br />-=-
<br />
<br />TYPICAL THICKENED SLAB EDGE I L \
<br />
<br />6CALE: 3~"=1'_0" \ SI }
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMA TION ~
<br />
<br />SLAB STEP 4 RECESS ~ S.G.D. I
<br />6CALE: 3~"=1'_0" ,
<br />
<br />..-.
<br />
<br />M\
<br />Sl J
<br />
<br />TAMPA DlvlarCW
<br />
<br />D~8.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />$
<br />S
<br />ClO
<br />
<br />SEE DETAIL L ON SHEET S1
<br />FOR OUTER EDGE OF LANAI
<br />
<br />PATro COLUMN FTG. DETAIL 8
<br />,
<br />
<br />6CALE: 3~N.T.6.
<br />
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<br />6ECTION6, DET AILo, NOTE6
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<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />
<br />--
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<br />
<br />~
<br />
|