|
<br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
<br />
<br />12
<br />INSULATION TYP.) I VARIES
<br />BAFFLES '\
<br />
<br />1/2" HIGH ~
<br />STRENGTH ,?",'
<br />CD GYP. ~
<br />~3~,~Dw;LRL 7\? \? \? S (~2 \ '~1fi/.....
<br />BOARD WI..~ 1
<br />DRYWALL SCREWS ~ "
<br />@ 7" O.C. CEILING IJ;-"
<br />& 8" O.C. WALLS r=
<br />f-
<br />R30 MIN. BATT OR ~
<br />BLOWN INSULATION f-
<br />1x2 P.T. HORIZONTAL NAILER / / E
<br />STD. 90' HOO:~ ~
<br />(SEE DETAIL) / f-
<br />~
<br />R4.2 MIN. 2:
<br />INSULATION ~
<br />ON EXT.. BLOCK WALLS r=
<br />
<br />HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
<br />SCHED.) WI METAL PL. UNDER EA. TRUSS
<br />rOOF COVERING
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT. SN2
<br />_ ELEV. VARIES r.iI"'\
<br />~ "1~ \.J'
<br />~l ~ALUMINUM DRIP EDGE
<br />~ ",,'--ALUMINUM FASCIA
<br />\ . "'-2x4 SUB FASCIA
<br />2" U.N.O. ~2" ALUMINUM VENTILATED SOFFIT
<br />
<br />~8:"X8"X16" KNOCK-OUT BLOCK
<br />Wi 1 #5 CONT. FILLED
<br />SOLID W/GROUT
<br />
<br />~ ELEV. VARIES .1\
<br />
<br />A~ C-1" x 2" FURRING \..IJ'
<br />
<br />LJ'... ,- 1" x 6" ROUGH SAWN CEDAR
<br />
<br />'\ 2x4 SPRUCE SUB FASCIA
<br />
<br />J2" U.N.O. \--.12" ALUMINUM
<br />VENT1LA TED SOFFIT
<br />
<br />AL TERNATE FASCIA
<br />&CALE: 3/4"=1'-0"
<br />
<br />~~e;.
<br />~~
<br />,---- <:?:i>~
<br />~<S> ~
<br />~'Ve;..
<br />
<br />/'/
<br />~~e:>
<br />~~
<br />
<br />1C'
<br />~#~
<br />V~
<br />
<br />/" C.M.U. TYPICAL
<br />/TYPE "s" MORTAR
<br />
<br />,
<br />~ ARCHITECTURAL
<br />/ FINISH
<br />
<br />~~
<br />1 x2 PT WD FURRING ~
<br />@ 24" O.C. =
<br />
<br />/~
<br />1 /2" GYPSUM~ ~
<br />WALLBOARD U.N.O. =
<br />
<br />CONTINUOUS TO FOOTER BELOW
<br />
<br />~00 !-lOOK. DETAIL
<br />Iii) KO. BLOCK
<br />
<br />f-
<br />- 1=
<br />
<br />N~-
<br />
<br />1 x4 P. T. BASE NAILE
<br />
<br />(1) #5 VERT. IN FILL CELLS
<br />I\.:;z =-(SEE FOUNDATION PLAN FOR LOCATIONS)
<br />/'
<br />
<br />r=
<br />~
<br />~
<br />f- / 4"x4" INSPECTION PORT AT
<br />r= EACH FILLED CELL TYPICAL
<br />r=
<br />3 1/4" BASEBOARD f- ~
<br />~
<br />6x6 W1.4xW1.4 WWF~: ~ STD. 90. HOOK
<br />OR FIBERMESH f- ,,/ (SEE DETAIL)
<br />CONCRETE SLAB WITH BROOM _-::-\ r= I / ~
<br />FINISH SEE STRUCTURAL NOTES \ E /.. ~ MI~b~2.0~&~
<br />
<br />~~:~~~ j" ~ j"
<br />
<br />~. >Y~W -~~
<br />/~t ~V~ ~z
<br />Jt~>V~ ~
<br />
<br />./ ~V V~
<br />3 " // /
<br />(2) #r; REBAR CONT. MIN. CLR'I CLEAN POISONED AND COMPo
<br />ON 3 CHAIRS TYP. 1'-4"" SOIL. (COMPACTED TO 95% MODIFIED
<br />U.N.O. "PROCTOR ASTM 01557)
<br />
<br />Z
<br />::!E
<br />
<br />). . ~ ,,. .
<br />~,--'-- ."
<br />
<br />/0-~'
<br />6 MIL VAPOR/~
<br />BARRIER / //
<br />
<br />.
<br />..q-
<br />
<br />I ~
<br />. ::;;
<br />N .
<br />........ <.D
<br />-
<br />
<br />I"')
<br />
<br />HUD COMPLIANT TYPICAL WALL SECTION
<br />NOT TO 6CALE
<br />
<br />fA\
<br />\!V
<br />
<br />NOTE:
<br />SEE SECT10N C/S1
<br />FOR ADDITIONAL INFORMA llON
<br />
<br />-rf -;/ (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />~ @ 3rd PTS FOR WALL HGT. > 8'-6D.
<br />
<br />SIMPSON SP1 CONNECTOR
<br />
<br />1 /2"~x8" ANCHOR BOLT @ 24" O.C.
<br />W/ 2"~x3/16" PLATE WASHER (TYP.)'
<br />
<br />~
<br />C
<br />:l
<br />
<br />SPACE ANCHOR BOLTS 6" MAX.
<br />FROM END OF 2" x PLA TE ~
<br />M /6X6 W1.4XW1.4 WWF
<br />ili OR FIBERMESH
<br />~ I,
<br />1. .~ _ ~~,- --.:. _ ~ ~ ~ ~~ -:,~_,~ _ j_ ~..,.\,. ~
<br />'I t.., ~ _
<br />//~<(~~ .~~ '. '~d~~" 31/2"- 4" !
<br />/~)y)\ I.. A." . ~/~~0>> / MIN,
<br />,,/ 0> <<<<<~K<~ <",V ~OTE'
<br />(2) #5 CONT. )t' />>Y/>'>//>:/)> / HILTI'1/2"~ KWlK BOLT II
<br />WI 6" EMBEDMENT MAY BE
<br />8" 1'-4" 8" USED IN LIEU OF ANCHOR
<br />BOLTS.
<br />
<br />I
<br />
<br />~
<br />
<br />--:- . ---: ~ ~..,..~. ~ A ---.:- ~
<br />A ~. ' c ~ V)V)V~
<br />" ',. '. ." ~~~~
<br />A '4 4 ~~~<</
<br />~~~~~'V~~~/>>">0""
<br />/, //",/,{",<<0",//<//~ //
<br />
<br />LOAD BEARING OR-
<br />EXTERIOR WALL
<br />
<br />---- ------.....
<br />
<br />I II II II II
<br />I II II II II
<br />r====1(----=--:..J.L lI--------Jl--=--=--=--=--;1 -::.-::.-:.-=-Jl--=--=--=--=--rr-:.-=--=--=.Jl--=-=-=-=-rr-=--=-=--= .r--FIRST BLOCK TO BE
<br />I II II II II II SET IN MORTAR
<br />I II II II II II
<br />I II II II II II
<br />F= = = = = :::!.L._-_--=-_-...,-r = d~-=-~--~-r-=--=--:..:-:....J..l-....::-...:-=---=-....,-r-=--=--=--=-~-=--=--=--=-_;_r-=--=--=--=--' --=--=--=--==
<br />I II II II II
<br />I II II II ~ 71 3/8" MORTAR BETWEEN
<br />I II II II -..... II
<br />~_________J~ _____J~_________J~_____~_ ~___ SLAB & BLOCK
<br />
<br />:----li----- ::---------li---------li~-- ----~1-~~
<br />I II II II I II ELEV. O'-O"~
<br />.'11 ld!-----------''------ -''-.......JL "'"
<br />, ELEV. -0'-5 1/4" r===--''-:..-=-----:T= -----r---------:i' M '-..1' ..4 ~ .' " . A.F.F.
<br />6-0. _________.JL_ I- ..JL ,J. <..')
<br />'1' (" d. . 'j' 4 '\ ~ . :z
<br />A.F.F. ~ 0::: 4".. 4 ".d ." ~" " " 4 .4.. \.", ELEV. -0'-4 1 /4" 5
<br />~~ ~ 2"x6" RIPPED TO ACTUAL 4. {/4" WIDE "d' 4 4 " ' 4 " '.' A.F.F.~ e
<br />n gs ~ 440R 2:x4" WlTH 3/4" FURRING a ",,' 4.
<br />.- ~/ 4" . ..:IGARAGE DEApTH '4. ~ .'~" ".4 "l'" 4 . 4 .4"..
<br />f . 4 <I
<br />/ d.."" VARIES 4" 4. <14 ,,' 4 d ". d
<br />
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />
<br />1x4 P.T. BASE NAILE
<br />
<br />-::\.
<br />
<br />c--=:
<br />
<br />1/2"~ ANCHOR BOLTS
<br />@ 24" O.C. W/ NUT & WASHER
<br />
<br />~
<br />
<br />(1) SIMPSON SPl TYP. ~ .
<br />
<br />~'i
<br />
<br />:::::: =
<br />- = (1) #5 VERT. IN FILL CELLS
<br />3/4" BASEBOARD ~:: w ---- (SEE FDN. PLAN FOR LOCATION)
<br />MIN. 2500 PSI _ _______ :Z (.)
<br />CONC. SLABl\ ~ ~ SiE n: _________4"x4" INSPECTION PORT AT
<br />6X6 W1.4XW1.4 WWF l\ - = .~ (f) ~ EACH FILLED CELL TYPICAL
<br />OR FIBERMESH I E ~ I~ ~ HEADER BLOCK U.N.O.
<br />.-.j- I, t= ~I ~
<br />.1 ~t.., .1 ~_ \ . .1 / ~
<br />- ::a. ...!... ~~
<br />~ I 0 Si~
<br />~ '\'~~~rl'\' y~ I j ~RA.9~ --- ~ z ~
<br />~ ~~<T I ~~/<<Y<<~<<-2 '1
<br />6 MIL VAPOR BARRIER ~~J!<1: ~~~~\ ~
<br />CLEAN POISONED AND COMP...J '~.." :. '- . '. ~'\-<<'\-<<'\'
<br />SOIL. (95% MODIFIED PROCTOR . ~;~~.. %%~ "co
<br />PERASTMD1557) /J, .''''''/, /,//,
<br />/ 3 MIN. CLR. ~STD. 90. HOOK
<br />(2) #5 REBAR CONT.~ ' (SEE DETAIL)
<br />ON 3" CHAIR 1'-4"
<br />
<br />8"x4"x16" NOMINAL
<br />BLOCK WlTH 3/8"
<br />MORTAR BETWEEN
<br />COURSES
<br />
<br />~
<br />
<br />~ NOTES:
<br />1. FILL ALL CELLS BELOW GRADE WHEN
<br />WHEN STEM WALL IS LESS ll1AN 40"
<br />ABOVE GRADE.
<br />2. FOR STEM WALLS GREATER ll1AN
<br />40" HIGH CONSULT ENGINEER.
<br />
<br />--==--
<br />
<br />AL TERNATE STEMWALL FOOTING
<br />SCALE: 3/4'= 1'-0'
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />
<br />GARAGE SLAB AT STEP I
<br />,
<br />
<br />\
<br />f
<br />
<br />B
<br />51
<br />
<br />I AA \
<br />, 51 f
<br />
<br />&CALE: 3~'=I'-0'
<br />
<br />~
<br />
<br />-
<br />
<br />\
<br />
<br />A r2x S.P.F. STUDS @ 16" O.C.
<br />
<br />~~
<br />1/ Y I V--2x STUD
<br />I Y Y "
<br />1 '1 V8 C.M.U.
<br />;f 1
<br />I 1/1 ~ 1"x P.T. STUD
<br />I yV
<br />~ I V- #5 VERT. IN FILLED CELL
<br />: f V- 1/2D X 6" "J" BOLT
<br />y I @ 24" O.C. VERT.
<br />I I
<br />I I
<br />I J...-~2x P.T. PLATE
<br />t:
<br />
<br />1/2" MIN. PLYWOOD SHEATHING NAILED
<br />Wi 8d COMMON NAILS @ 4" O/C BOUNDARIES,
<br />6" OIC EDGES. AND 12" OIC FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. f
<br />-K
<br />(2) ROWS OF 2x BLOCKIN\ ~ ' ,r-- 2x STUDS @ 16" O/C
<br />@ THIRD POINTS t::>< /
<br />""A ____ R 11
<br />1/2"0 X 8" "J" BOLT @ 24" O/C ~ -----
<br />W/ 2"0X 3/16" PLATE WASHER TYPICAL ~ 1:7/8" srucco FINISH PER ASTM C. 926
<br />NOTE: ~ APPLY 3 LAYERS W/ TOTAL llilCKNESS 7./8"
<br />HILll 1/2"0 KWlK BOLT II \ ~ OVER METAL LAlli. FIRST 2 LAYERS 3/8 llilCK
<br />WI a" MIN. EMBEDMENT MAY ~ EACH. 3RD LAYER 1/8D lliICK.
<br />BE USED IN LIEU OF ANCHOR ~
<br />BOLTS. ~ rSIMPSON SP1 @ EA. STUD
<br />
<br />6x6 W1.4. xW1.4 WWF \ P<
<br />OR FIBERMESH ~ 2X P.T. PLATE
<br />
<br />. , I~
<br />~::Z .~.. ~. y. .~
<br />~~ . - ",' .f>.~
<br />I/~ y));j/)~ ~"~"c! .Jl FINISH GRADE
<br />6 MIL VAPOR BARRIER~/~.' ~ ~.. ....4 .' ,<<"",y,,'V> .
<br />,/~ .' ~.> Ay)V ~ Z
<br />CLEAN POISONED AND COMPo ~\ .. . .'~ ~~'\ ~ ~
<br />SOIL. (COMPACTED TO 95% MODIFIE ~ ~ ~ 6. \' ~""'~ /","
<br />PROCTOR ASTM D1557) --( ~~V< :(/-';( /
<br />
<br />. 4." l' - 4"
<br />
<br />1 20" MIN. LAP t
<br />
<br />
<br />v v v~' '00<.' ~ '.)<7;T. '.xx,' ~ ~~, '^^", """
<br />
<br />"-----H3 OR #4 REINFORCING BAR
<br />
<br />t'Y ..".."."
<br />
<br />.
<br />2t
<br />
<br />~ ~ ~4 LAP SPLICE
<br />25" MIN. LAP l'
<br />.m '^~ ~':RB~OO= B": 'ill?" ~
<br />
<br />vvv
<br />~
<br />
<br />,\ ~
<br />
<br />lIS LAP SPLICE
<br />1 36" MIN. LAP 1
<br />,. )OtX': ~~^~xre~:~;:;;~~~:~;&j^~~^~~ ~,VV/ ,
<br />~~ LAP SPLICE
<br />
<br />I'
<br />
<br />'"
<br />
<br />
<br />
<br />R 17/8'/
<br />~ STD. ~00 +-tOOK
<br />
<br />"ex:
<br />IZ
<br />~~
<br />
<br />#5 REINFORCING BAR J
<br />
<br />-=-
<br />
<br />FRAME WALL TO C.M.U. WALL CONNECTION! D
<br />SCALE: 3/4"=1'-0" \... 51
<br />
<br />--='
<br />
<br />,
<br />f
<br />
<br />TYPICAL EXTERIOR FRAME WALL FOOTING fE'\
<br />SEE A/S1 FOR MORE SLAB INFORMATION SCALE: 3~'=I'_0' 51 r
<br />
<br />REBAR DETAILS
<br />&CALE: N.T.s.
<br />
<br />rF\
<br />~
<br />
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />
<br />I
<br />
<br />TYPICAL C.M.U. BLOCK WALL
<br />
<br />~BLOCK WALL BEYOND
<br />
<br />P. T. 2x4 1/2" GYP. BD.
<br />SOLE PLATEx
<br />~ "~'HOLD GYP. BD.
<br />: ~ . 1/2" FROM SLAB
<br />
<br />. >-< CONT. BEAD -
<br />"- I./"' z SEALANT
<br />-$0'-0" . .' ..' /~ '/~
<br />~6 ~ '.,~ . ~ ) INTEl~IOR \
<br />.. " . ---.-J 4"
<br />. .~ . . . 4'. _, - $-
<br />HIL TI X-CF NAILS @ 12" O.C. . .. .~. ,~
<br />STAGGERED, FROM BOTTOM 6X6 W1 4XW1 4 WWF OR FIBERMESH
<br />PLA TE TO CONCRETE OR EQUAL ..
<br />. CONCRETE SLAB\ j6X6 W1.4XW1.4 WWF OR FIBERMESH
<br />-'.,-_ -1-. ,I \ \ rx- _,,~
<br />~ z J A_<1 \ \ , -
<br />. ......... SiE ((-.. <1.' - -.j- I .1 ~
<br />J ~" \ ',<<<<<<V/: /~. ". .... -:-....:._~_.Z ~1~:....:..~~~ J .~~
<br />~ ","~"'~ \.. <1 . '.. .. . 4 -~ .........::a
<br />_.-______~~,y/ %y/d.; ..'.1' <1'Y.~~V>'>?>' I ~
<br />
<br />~ ~<~Y1(~~'~>%
<br />7r"/~~~>>7~~>>>'S;;
<br />6 MIL 1/
<br />VAPOR BARRIER 8" 1'-4" 8"
<br />(2) #5 STEEL (CONT..)
<br />ON CHAIRS
<br />
<br />;;;
<br />
<br />FINISH TEXTURE BREAK
<br />SCALE: N.T.S.
<br />
<br />-=-
<br />
<br />I H '\
<br />VV-
<br />
<br />a..
<br />?:c
<br />:I>>
<br />D >-
<br />~ .Q
<br />o ~
<br />? <'"
<br />.. ~
<br />~ "'0
<br />D 0
<br />.- -
<br />~ ::JI
<br />-<
<br />
<br />-=-
<br />
<br />TYPICAL INTERIOR BEARING WALL ( G '\
<br />SCALE: 3~"=1'-0' ~-
<br />
<br />" ~
<br />- 0
<br />-
<br />-
<br />to> .
<br />:>
<br />Cl?
<br />co .
<br />:1)-,
<br />!I:
<br />a~
<br />IS
<br />co ~
<br />. <'"
<br />,- a:>>
<br />" 0
<br />
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />
<br />6X6 W1.4XW1.4 WWF
<br />/ OR FIBERMESH
<br />
<br />., A' . <l
<br />~...s~..L.. ~ - <r~"": -A. ~ . .1 GRADE
<br />',"",y)))>)Y))y/~" ~\~);/>'l>>>'" "
<br />" "<<"'- '.( /", '" /' :\v'" ~~""'V"'''</'
<br />",,,- "'- "I' "'- "'>) ~ AY;K~> '"
<br />"'- /,/"
<br />(1) #5 CONT.
<br />4" 8"
<br />MIN.
<br />
<br />-- >
<br />.... ~
<br />- '0
<br />1!C\I
<br />l.- _
<br />, ....J
<br />.u~
<br />.... .
<br />~o..
<br />i!i::C
<br />
<br />" "D
<br /><:ii
<br />I~
<br />- a..
<br />,; I
<br />:z:-
<br />0<-
<br />Z <J>>
<br />z-
<br />.u :IS
<br />.... ~
<br />-:x:
<br />,-
<br />...
<br />... aD
<br />:>o.l ....
<br />co
<br />;:)
<br />- -
<br />:f.) ~
<br />- -?
<br />:f.) C
<br />..::: a
<br />~-;;
<br />.... <J>>
<br />:00
<br />-
<br />..a..
<br />z:::z::
<br />
<br />.
<br />-.j-
<br />,
<br />
<br />~~
<br />bo ::::.:lE
<br />1'0
<br />
<br />---
<br />
<br />TYPICAL THICKENED SLAB EDGE I L '\
<br />SCALE: 3~"=I'-0' \61-'
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION ~
<br />
<br />2X S1lJDS @ 24" O.C. U.N.O.
<br />
<br />EXPANSION JOINT"
<br />8" Vllh'I~"
<br />#5 CONT...--.. \ /
<br />I \\ 3 1/2" MIN.
<br />j" t '\7 ~ -:-" ~ tS
<br />"~~ '. . ...... ~ 7<< <<"'/ <<~.. b
<br />'V>$fj:y)","",>} .' $"}5}5"" ~
<br />~~V' !P' .~\<~<<"'<<"
<br />'""'Y~'" I 4. " ~" <....,/"
<br />.~V ~t>>~~~<<
<br />. kLr-- 3D MIN. CLEARANCE
<br />~ -;
<br />(2) #5 CONT. 1'-4"
<br />ON 3" CHAIRS (TYP.)
<br />
<br />~ ~1/2" GYPSUM WALLBOARD U.N.O.
<br />~ wi DRYWALL SCREWS @ 8'O.C.
<br />
<br />
<br />GARAGE
<br />~19 CONT. BEAD
<br />~ U.N.O. SEALANT
<br />
<br />.H.D. RECESS
<br />
<br />GALVANIZED METAL STOP SECURED TO WALL
<br />;:TO RUN CONTINUOUS AND LEVEL AT A MINIMUM
<br />OF 8" ABOVE GRADE.
<br />
<br />::Z
<br />EST. GRADE SE
<br />.
<br />_ J-.ELEYAT1~ 0'-0. co,
<br />_L ~TOP OF S~B__'...I
<br />~\Y\\~~\Y\\~ 1
<br />/("/",:::;)- \ \ \/\ \ -- .
<br />. '\K'\) \;? ~
<br />
<br />3/4" RECESS FOR S.G.D.~ ,\/ARII="C: 6X6 W1.4XW1.4 WWF
<br />"" / OR FIBERM~SH ...
<br />
<br />~ 6 1_..,.- ~ -'-"--.r"'-':' _ ~ J.NI ~
<br />, ~~- ~ .. ~ .........::a
<br />f~~~~<., : < ~~y ~~
<br />
<br />7 ~// ~r>;,/)'/ //Y/V<<<Y
<br />(2) #5 CONT. ~ '\K'" "'>>:::<<~~ ",,,< .
<br />.4" 1'-4" R"
<br />
<br />.
<br />-.j-
<br />
<br />b.1 z
<br />I N-
<br />~ ::::.:lE
<br />
<br />1'0
<br />
<br />OFTION ~1
<br />
<br />GARAGE DOOR SLAB RECESS
<br />
<br />: fJ'\
<br />\...51 j
<br />
<br />--...-
<br />
<br />K,
<br />51 1
<br />
<br />-=--
<br />
<br />INTERIOR WALL SLAB STEP NON-BRG. I
<br />SEE A/S1 FOR MORE SLAB INFORMATION &CAlE: 3~"=1'-0' \
<br />
<br />SCALE: N.T.S.
<br />SEE A/S1 FOR MORE SLAB INFORMATION
<br />
<br />--
<br />
<br />EXPANSION JOINT FORMED USING
<br />1/2" EXPANSION JOINT MATERIAL
<br />. THICKEN SLAB EDGE BETWEEN /3/4" RECESS FOR S.G.D.
<br />DOOR FRAMES AS SHOWN \ VARII="C: 6X6 W1.4XW1.4 WWF
<br />/OR FIBERMESH
<br />FINISHED CONCRETE LANIA TO
<br />RECIEVE BROOM FINISH U.N.O~ / I '-.j-
<br />. ~ ~ , \ \ \~;-.-~-:--q:c-~~~t J~~
<br /><r ~~ -f ~ . '\ ~ .~. .1 /';"":: ";"":: , ~
<br />'- '" ~ i&"vi&<~-> '/. .~. ..~< y/, / "'
<br />6X6 W1.4XW1.4 WWF-./ >-1~/0 <</~~)<"
<br />OR FIBERMESH /' ~-(2) #5 CONT.
<br />/ 4" 8" 1'-4." 8D
<br />(1) #5 CONT/ '
<br />
<br />It MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />
<br />t-c;t
<br />____MASONRy WALL AND
<br />~ P AD FOOTING
<br />
<br />--
<br />
<br />r-- EXTEND FILL CELLS TO FOUNDATION
<br />1 PAD MAT REINFORCING.
<br />
<br />OPTION ~
<br />
<br />CONT. FOOTING STEEL \
<br />\ / 3 1/2" MIN.
<br />6' MIN. ,~~PZ v: V" " J =:3:
<br />~~ \~. &'/...<(/...<(~y
<br />~~ -I- ~ >>/>>/>>~>-7 FOOllNG BEYOND
<br />~~ ",<<,<<,<<" ,
<br />//~ "'-/ ,. · · · '>/ /:..;/ /:..;/ /:.., J'"
<br />/~ / (V N / N / /, ,," 3" MIN. CLEARANCE
<br />~~>:Y)\y)'$;>:%~~'V' "
<br />PAD REINFORCEMENT -.l'-< ~~~~~ .~*,,/
<br />(SEE SCHEDULE) /'J" MIN. CLEARANCE
<br />FOOllNG WlOll1
<br />SEE SCHEDULE
<br />
<br />FOOllNG DEPll1
<br />SEE SCHEDULE
<br />
<br />SLAB STEP .t RECESS to) S.G.D. rM\
<br />SCALE: 3~'=I'-0" ~.
<br />
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />
<br />SEE DETAIL L ON SHEET S1
<br />FOR OUTER EDGE OF LANAI
<br />
<br />PATIO COLUMN FTG. DETAIL
<br />SCALE: 3~NTS.
<br />
<br />N
<br />Sl
<br />
<br />\
<br />J
<br />
<br />4
<br />\
<br />
<br />'b
<br />N
<br />
<br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
<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 />1: \..
<br />
<br />S.P.F. DOUBLE TOP PLATE~~ ~TRUSS BOTTOM CHORD OR
<br />11 4.~ 2x4 BLOCKING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR-T V^ TOE NAILS @ EACH END
<br />-~r-
<br />1/2" COX PLYWOOD OR 7 /16" ~ V2"x S.P.F. (OR EQUAL)
<br />O.S.B. SHEAll1ING REQ'D. FOR ~ STUDS @ 16" O.C. U.N.O.
<br />,..?-'
<br />ALL EXTERIOR OR SHEAR WALLS ><><~ (1) ROW 2x BLOCKING@MIDHGT.FOR
<br />AS INDICATED ON THE PLAN. 'J\
<br />ATTACH SHEAll1ING W/ 8d y ~ WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />COMMON NAILS @ 4" O.C. @ - ~ @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />BOUNDARIES, 6D O.C.@ EDGES, ~/R19
<br />AND @ 12" O.C. @ FIELD ____________ ~
<br />')..
<br />><
<br />~ SIMPSON SP1 CONNECTOR
<br />-y-
<br />1/2"0x8" ANCHOR BOLT@ 24" 0'Cl~/2X P.T. BOTTOM PLATE
<br />W/ 2"0x3/16" PLATE WASHER (TYP.) ~ r 6X6 W1.4XW1.4 WWF
<br />C MIN. :i / OR FIBERMESH l
<br />
<br />
<br />\0"; rl f,' , c--:.-~ ~'"(: -:=~~;(:?~ - 3 1/2"-4D
<br />~ ~ ~/2"-4~AYAY~ ~ ~ ..... ~';/>'\ MIN.
<br />MIN. "//~/0~<<<~~~'
<br />/;<'> /):; '/;.; / /
<br />(2) #5 CONV' "
<br />4
<br />
<br />.'
<br />.
<br />
<br />"
<br />
<br />1'-4"
<br />
<br />R"
<br />
<br />U.N.O.
<br />
<br />MIN.
<br />
<br />TYP!CAL BEARING WALL to) STEP I
<br />NOTE: &CALE: 3~"=I'-0" \
<br />SIMPSON HETA20 @ EACH STUD
<br />WlTH 16-10d X 1-1/2" MAY
<br />BE USED IN LIEU O~ ANCHOR
<br />BOLTS, PROV1DED HETA20
<br />EXTENDS UP STUD.
<br />SIMPSON SP1 's ARE NOT
<br />REQUIRED W/ THIS ALT.
<br />
<br />C
<br />51
<br />
<br />\
<br />J
<br />
<br />NOTE:
<br />H{Tl 1/2"~ KW1K BOLT II
<br />W 8" MIN. EMBEDMENT MAY
<br />B USED IN LIEU OF ANCHOR
<br />BOL TS.
<br />
<br />b
<br />-
<br />
<br />~SEE UPLJFT SCHEDULE FOR UPLJFT CONNECTIONS
<br />(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
<br />
<br />
<br />
<br />
<br />
<br />S.P.F. DOUBLE TOP PLAT~ "'~TRUSS BOTTOM CHORD OR
<br />/ >>< 2x4 BLOCI<ING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR--'" ~ TOE NAILS @ EACH END
<br />-'\JA -
<br />- -
<br />
<br />~V2"X S.P.F. (OR EQUAL)
<br />/~ STUDS @ 16" O.C. U.N.O.
<br />(1) ROW 2x BLOCKING@MIDHGT. FOR----"'" >~"19
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING ~
<br />@ 3rd PTS FOR WALL HGT. > 8'-6". ;:; 1/2"0x8" ANCHOR BOLT @ 24" O.C.
<br />~r r~/ 2"~x3/16" PLATE WASHER (TYP.)
<br />SIMPSON SP1 CONNECTOR ~;>-I/ '
<br />2x P.T. BOTTOM PLATE~ ~ r6X6 W1.4XW1.4 WWF
<br />C" MIN ,,~ '. / OR FIBERMESH l
<br />
<br />, : ~ -."L-.~ - -~.,- --~ b
<br />~ . . ~ .
<br />
<br />"co~ r + ~~ ~-~~'~..~ -:A~ ". A~W~" %> 31/2"-4"
<br />'" ~ ~/2"-4::S::AYAY~ ..... .~I)>>'0 MIN
<br />MIN. 7" //~/;0K<"","<<"","'<<",~~,
<br />/~ "/ /""y /" "'/" /
<br />(2) #5 CON~4." . 1'-4" 8"
<br />
<br />U.N.O.
<br />
<br />MIN.
<br />
<br />AL TERNATE TYPICAL BEARING
<br />WALL to) STEP W/O SHEAR WALL
<br />
<br />~
<br />
<br />I CC \
<br />\ 51 J
<br />
<br />NOTE:
<br />SIMPSON HETA20 @ EACH STUD
<br />W1TH 16-10d X 1-1/2" MAY
<br />BE USED IN LJEU O~ ANCHOR
<br />BOLTS, PROVIDED HETA20
<br />EXTENDS UP STUD.
<br />SIMPSON SP1'S ARE NOT
<br />REQUIRED WI THIS ALT.
<br />D SAMUEL A. GREENBERG, P.E. t:3424S
<br />D TI-4Ul 1-4. I-4UlNl-t, P.E. ~g122
<br />D IRWIN J. BENSON, P.E. -4'31S8
<br />D ALl ABBAS I-4AKIM, P.E. ~~18~
<br />
<br />SCALE: 3~"=1'-0"
<br />
<br />--=--
<br />
<br />NOTE:
<br />HIL TI 1/2"0 KW1K BOLT II
<br />wi 8" MIN. EMBEDMENT MAY
<br />Bt: USED IN LIEU OF ANCHOR
<br />BOL TS.
<br />
<br />& CREATED 01-02-02
<br />
<br />TO THE BEST Of THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />5TRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1~0~ FOR 120 MPH 3 SECOND
<br />GUST, EXPOSURE 'B' WIND lONE (2iZl01 EDITION).
<br />THIS DRAWING: AND DESIGN IS VALID f=OR 12 MONTHS AFTER THE
<br />DATE IT 15 516NED AND SEALED.
<br />516NED AND SEALED !=OR THE STRUCTURAL PORTION Of THI5
<br />DRAWING: ONLY.
<br />
<br />/
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA.
<br />p.o. BOX ~ - APOLLO eEAa-I - FlORIDA - 33&12
<br />~ - (813) 645 0166 FAX - (813) 645 %C38
<br />e6 4&10 r("\111ESE DRA~NGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND 111E
<br />'0 WENT ON 1111S PROJECT ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBITED. - 2003
<br />
<br />"""
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />
<br />&EAL. ~ SCAl..ENcm:D
<br />DATE t12lm
<br />
<br />LENNAR f.10ME5
<br />
<br />T,c1l1pA DIVl61CN
<br />
<br />DRAUN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />~
<br />
<br />5ECTrON5, DET ArLo, NOTE5
<br />
<br />61
<br />
<br />~
<br />
<br />\...
<br />
|