|
<br />2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE
<br />8d NAILS @ 6" O.C.\ ROOF OR
<br />TO BLOCKING \ I FLOOR SHEATHING
<br />~IIIIII/~ X
<br />
<br />(2) 12d NAILS~ /
<br />TO BLOCK71NG USP- ~
<br />TRUSSES SUH24~;1
<br />X
<br />-----
<br />
<br />2X4 BLOCKI~ - - ~ S~R~C~U~A-L SHEATHING
<br />AT EA. ROOF __ ..-1 (MIN. 7/16"). NAIL w/10d @
<br />PANEL JOINT AT USP SPT24 _______3" O.C. EDGES STAGGERED
<br />48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND
<br />- TO ROOF SHEATHING
<br />-
<br />_____ 1/2"x 12" A.BOLT 6" FROM ENDS
<br />2x4 ~:F STUDS THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@ 16 O.C. /EMBED WEDGE BOLT 6" FROM ENDS
<br />USP SPT22 ___ /' THEN 32" O.C. W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />'4'4'4'4'4" .
<br />~"~~.~"~~..""'~..""'~:';.:.~' ;:~~' SEE PLAN FOR DIM.
<br />.4 tI."4-.!."}I". =3
<br />~'r. I ,,:~,.4... . ",' . ",fa. ':" . ".' .
<br />~..~ ~ ..I" ~"'1:- ~"1:'" ~ 'i.~ ~ 't:- 7 i'""'.
<br />. 4 . 4 . <4 . 011' . .
<br />" . ~ . ';" 0""-.:' . ',"/ ~ ~
<br />... ~ ... ~ .. ~ ~~
<br />
<br />4"L 16" L ~ SEE FND. PLAN
<br />r FOR FOOTING SPECS.
<br />
<br />~ INTERIOR SHEARWALL @ TRUSSES
<br />( 18 'STEP-DOWN. WALlL TO TRUSS
<br />\ 5-6 J ~O SCALE REV. 9/30/03 AS
<br />"--.;:/ SHEAR CAP. 500#/L1N. FT.
<br />
<br />TYVEK
<br />~VV,TAR PAPER WRAPPED 6"
<br />~ UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH W/
<br />I STOP VULKEM
<br />CAU LKED TO
<br />V-- TERMITE SHIELD
<br />
<br />~TERMITE SHIELD
<br />
<br />, "'" , ,'.. . ,",. .... ". .' ". ;;>"'"
<br />...i'..'....;'...,..,.;...,.".,..',."....',..",.~
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br />~<1"
<br />11; tt:
<br />
<br />-
<br />
<br />2"x TOP PLATE -./r:E. L1/4" MIN. 5PACE
<br />
<br />"~o 00
<br />f'..:: .
<br />~
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />~~-
<br />"
<br />v .____- 2"x STUD @
<br />.-- 24" O.C. MAX.
<br />
<br />/"
<br />
<br />~~
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />,,/
<br />
<br />K
<br />
<br />" :./: ',,".~" ,( "
<br />
<br />2"x P.T. PLATE~ '='
<br />
<br />~OTE:
<br />PLATE LENGTHS MUST BE
<br />AT LEAST 8'-0" LOI\G. TYPICAL
<br />
<br />" ~' ,,~ ' ", . /
<br />~ , >. / '
<br />
<br />,
<br />
<br />\-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />, /," '. '" '~ -1 "
<br />
<br />'/,' '.
<br />
<br />~', >:-;. ,.~,' ~;, >:-:, .:', '~,
<br />
<br />I
<br />
<br />/"
<br />
<br />__ TYPICAL INTERIOR
<br />I 3 \ NON-BI=AQINjl
<br />\ 5-6 I SCALE: N.T.S. Kt.V. l.-,j-U,j A~
<br />-
<br />
<br />EXT. FRAM E WALL
<br />f20\TERMITE DETAIL
<br />~N.T.S
<br />
<br />--
<br />
<br />,"/
<br />TOP PLATE SPLICE DETAIL
<br />'SCALE: N.T.S.
<br />
<br />I 5
<br />\ 5-6
<br />
<br />~/8" "S" = NAIL 3/8"
<br />SPACING .
<br />r : 3/4" 1~~: S (d/2"
<br />:~::Ls_~_ ~ ~ : ---r", 1/~"1
<br />
<br />I 0 &- - 0 0 - I ToO 0 _~
<br />
<br />I ~ S ~
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE ~JAC~
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART\
<br />~ ~
<br />;~ ~ -;; I;:~-':~ -;;- ~ -;;'
<br />HI II II 1,,1 '~I "II II
<br />__II J)II11 II III ~ III II II II
<br />III O?Ec\ING '" ~ ""
<br />- 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />:: :::: ;;:; ~ III II II II @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />\. III 1111 1I11r;'\ E IIII11 -@)NAILOPENINGPERIMETER@3"0.C.W/8dCOMMONI\AIL
<br />II II II 111 - I. " - III ~
<br />II II II II III I II III It II II Q) NAIL INT. AT 6" O.C. W/8d COMMON I\AIL
<br />'!: =:P = !!: =" III I II III II II II CD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />FLOO, SYSTEY '" --lI 1lL....JJ. II..IL W/8d COMMON I\AIL
<br />~ 2x8 P T ::; LL PLATE ~ r.-... ~ ~ CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />"- (2 STORY ONLY) ~ HEADER W/8d COMMON NAIL@ 4" o/c
<br />_ 2x4 P.T. BASE PLATE
<br />
<br />(7 ,WALL SHEATHING INSTALL. & NAILING SCHED.
<br />~ i\0 SCALE REV. 02-11-04 MD
<br />
<br />12
<br />~TYPII SEE ELEV. P,E.Ecr-.GINEmED WOOD TRJSSEcS@24"0/C
<br />~PLlFT CONNEC,OR (SEE SCHEDULE)
<br />I r DOUBLE 2"x4' TOP PLATE
<br />
<br />j I 2"x4" ST~DS @ :6" O/C
<br />-<- ~ CR'C~ET AS ,EQU RED
<br />
<br />
<br />SI~PSON SP2@EA S:UD-11f' I ?~
<br />
<br />APA RATED SnUCTIJ~L SHEATHING ./
<br />~IN 7/16" FASTE\ED TO TRUSSES WI
<br />8d CO~'v10N WIRE '<AILS @ 4" OIC
<br />BO~NDARIES 6' O/C EDGES & 8" O/C FiELD
<br />
<br />S,Y?SOr-. SP1 @ EA. S:l.D ~
<br />2"x ?T. ?LATE........ " ~
<br />1/2" X 8" "J' BOLT@ 24' O/C 'v1AX
<br />8"XB"X16' K.O, BLOCK WI 1 #5 CON;./ .
<br />AND FILLED WI 2500 PSI COr-.CRETE /
<br />1 #5 VERT, IN CONC, FILLED CELL -/ ,
<br />_ WI STD. 90 HOOK IN K.O, BLOCK _
<br />
<br />I 4 ,KNEE WALL ABOVE MASONRY WALL DETAIL
<br />\ 5-6 'SCALE: N.T.S.
<br />
<br />~
<br />"- 'v1AIr-. SPAN ROOF TRUSS
<br />
<br />UPL.FT CONNEC,OR
<br />(SEE SCHEDULE)
<br />
<br />PROVIDE BLOCKING @
<br />/ BEARING TYP. SEE 9/S-3
<br />uuu uuu_~ TRUSS/JOIST/RAFTER
<br />
<br />~ :~SEEPLAN
<br />
<br />~ 2 - 2"x4" TOP PLATE
<br />::g CONST. GRADE SPF
<br />~ SPLICE MIN. OF 24" APART
<br />I ------SiMPSON SP 2 W/6-10d TO
<br />STUD & TO TOP PLATE
<br />2" X 4" SPF STUDS @ 16" O.C.
<br />W/SIMPSON SP 1 & 2
<br />EACH STUD
<br />SIMPSON SP 1 W/ 6-10d TO
<br />STUD & 4-10d TO BASE PLATE
<br />
<br />1/2" x 6" A307 A.B. OR
<br />~ 5/8" X 7" SIMPSON TITEN HD
<br />(/THREADED ANCHOR W/ 5" MIN.
<br />E\'1BEDMENT
<br />W/2" WASHER @ 32" O.C,
<br />~I MIN. 6" FROM END W/P.T.
<br />~ #2 SYP BASE PLATE
<br />
<br />.. ?~-~ ~-:~ .~~~: ~~'l:'~J~':.: :,:;: ;'-." .'."": ~ [
<br />
<br />
<br />, " ~ ' ',.
<br />.. ,,-: . "0" :
<br />.. ~ '..... ., II
<br />
<br />11i=E1,
<br />1 16" -I' W/2500 PSI CONC.
<br />I, k W/2 #5 DIA. RODS
<br />MIN. LAP 25" (ACI 318)
<br />_ INTERIOR BEARINGsEE FOUNDATION PLAN
<br />
<br />J 14."1\w/UPLIFT
<br />, 5 6 I ~O SCALE REV. 8/14/00 PJM
<br />UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER TRUSS
<br />
<br />12 PRE-ENG. WD TRUSSES @ 24" O.C.
<br />~I 15 INSULATION BAFFLE
<br />~ BATT OR BLOWN INSULATION MIN. R-19
<br />~' TRUSS ANCHOR (SEE PLAN)
<br />I FIBERGLASS SHINGLE
<br />: / .I / ROOFING FELT
<br />HI iI iI iI iI iI iI iI iI iI n.. ~--;'""~ II' SEE ROOFING SCHEDULE
<br />I~~~~~I..... .~
<br />
<br />1/2" CEILING 'BOARJ ]~ ~ -~ MET~L DRI; EDGE -
<br />USP SPT24 AT TOP ~ "-
<br />AND USP SPT22 AT BOTTOM ~ '-.... ""'-2" X SUBFASCIA
<br />1/2" DRYWALL ? ~ CONT. VENTED ALUM SOFFIT
<br />OPTION: O.H. ~2)-2" X 12" SYP BM, OR WIF85
<br />MAXIMUM OF (3) 2 X 4 PLATES MAY BE SEE ELEV. (UNLESS OTHERWiSE NOTED- SEE PLAN)
<br />ADDED BELOW THE HEADER W/ EACH NAIL @ 6" O.C.
<br />PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X 4" SPF TOP PLATES
<br />NAILS AT 8" O.C. MIN. SPLICE 48" W/12d @ 6" O.C.
<br />SEE 26/5-4 OR 27/5-4 ---/; ALUM FRAMED WINDOW w/ SCREEN
<br />FOR MORE INFO @ OPENING
<br />NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH
<br />HGT. ON ALL BEDROOM 7/8" THICK PER ASTM C-926-98A
<br />WINDOWS. 2" X 4" @ 16" O.C.
<br />(2) 2 X SILL~ W/2-12d EA. END W/ APA RATED
<br />1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16")
<br />NAIL 3" O.C. TOP & BOTTOM, 4" a.c.
<br />R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
<br />WOOD BASE P.T. 2" X 4" #2 SYP BASE PLATE
<br />~~ ~ '~ w/1/2" X 8" A.B. OR 5/8"X7"
<br />CONC SLAB~..... ~:8 ~ WEDGE BOLT, w/2" WASHER @
<br />6 X 610/10 W.W.M'1 " -~ 32" O.C. MIN. 6" FROM END
<br />
<br />6 MIL VIS~UEE.".. :,: ..,.; ~~ _ ~~;~hLAB -t-
<br />
<br />~""'~'3W'
<br />TREATED I , '.. ;:'.:' ';:.; N 00 0
<br />CLEAN FILL: " ~':.:>.~ ,-1 g ffi N
<br />
<br />""-- SEE FOUNDATION PLAN
<br />
<br />PRE ENGINEERED WD
<br />TRUSSES @ 24" O.C.
<br />I INSULATION BAFFLE
<br />i 12 I BATT OR BLOWN INSULATION MIN. R-19
<br />I TRUSS ANCHOR (SEE PLAN)
<br />~ FIBERGLASS SHINGLE
<br />~ ~ (!j; ROOFING FELT
<br />: _______ ~ APA RATED STRUCTURAL SHEATHING
<br />: ~ MIN 7/16" FASTENED TO TRUSSES
<br />:, iI iI iI iI iI iI iI iI iH iI~\~ ~ PER ROOF NAILING SCHEDULE
<br />I~"<
<br />~----------
<br />
<br />~~ ~ METAL DRIP EDGE
<br />~,
<br />~ ~ ~ 2" X SUBFASCIA
<br />~~ ~ CONT. VENTED ALUM SOFFIT
<br />I ~ 8" X 8" X 16" K.O. LINTEL BLOCK
<br />".O.H. ~ W/1 #5 DIA. REBAR &
<br />SEE ELEV. 3000 PSI CONCRETE
<br />PRECAST "u" LINTEL WI 1-#5 CONT. IN
<br />"""l 3000 PSI CONC. @ OpNGS. 6'-0" & OVER.
<br />~PRECAST "u" LINTEL ALL OPENINGS
<br />__ UNDER 6'-0".
<br />~ -- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI
<br />CONC. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW WI SCREEN
<br />
<br />1/2" CEILlI\G BOARD~ ~Il
<br />3/4" P,T. NAILER ~ ~ \
<br />1/2" DRYWALL: _ )-
<br />........
<br />
<br />CURTAIN NAILER
<br />1 X 4 P.T. @ WINDOWS
<br />1 X 8 P.T. @ S.G.D.
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />R4.2 FOIL INSUL ON EXT _______
<br />BLOCK WALLS .A PRECAST CONC SILL
<br />1 X 4 P.T. BASE NAILER P; 8" X 8" X 16" CONC. BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />CONC SLAB ~ DECORATIVE FINISH
<br />~ FTG. DOWEL #5 DIA. REBAR
<br />6 X 6 10/10 W.W.M ~ -A 18" IN CONC. -25" EXTEND (ACI 530)
<br />~ ABOVE SLAB. ALL LOCATIONS
<br />6 MIL VISQUEEN SHOWN ON FOUNDATION PLAN
<br />I '~ GRADE
<br />
<br />tx-~ .~' '" · ~-~ ~~_~_O~U:B~
<br />
<br />TREATED :,' ~....< ,-1 ~~ N
<br />CLEAN FILL.. "- '-'-' ~
<br />
<br />, ~EE FOUNDATION
<br />
<br />.-
<br />
<br />TYPICAL WALL SECTION
<br />,EXTERIOR FRA
<br />
<br />J 8 ,TYPICAL WALL SECTION CONCRETE BLOCK
<br />, 5-6 J SCALE: 1/2" = 1'0" REV.9-3-02 MKD/mk
<br />
<br />I 9
<br />, 5-6
<br />
<br />-
<br />
<br />8-12-03 REV. AS.
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />-
<br />
<br />w
<br />()
<br />f-
<br />a
<br />z
<br />w
<br />~
<br /><(
<br />f-
<br />a
<br />o
<br />LL
<br />W
<br />cr:
<br /><(
<br />:::>
<br />o
<br />U)
<br />
<br />w
<br />:2:
<br />Ll..<:t0:::
<br />'00:::0
<br />W Ll..Ll..
<br />f-w '-
<br /><:to:2:z
<br />:2:-0:J
<br />X~O:::O
<br />o::)Ll..u
<br />O:::OZU
<br />Q.."",w<:t
<br />Q..<<=~f-
<br /><1::0<:t0
<br />wO:::f-z
<br />O:::Ll..w
<br /><1::z 0::: 0
<br />OW <1:: 0
<br />W~(/)o
<br />f-~ZZ
<br />o 0<1::
<br />::)w-w
<br />00::: (/):2:
<br />(/) <1:: Z .
<br />W(/)W<1::z
<br />~z~tEQ
<br /><1::000f-
<br />t)enO:::f-()
<br />06J0~::J
<br />Ll.."",~uQ..
<br />w<<=wOQ..
<br />0::: 0 f-iiS <1::
<br /><1::-l~ -l
<br />:J-l .o:::-l
<br />o(/) <1:: (/) 0 <1::~
<br />O:::-l........
<br />w-lO
<br />:::::J>~zo:::
<br /><1::0:><1::0
<br />
<br />5: i ~ iQ' 'I n(i)
<br />~.- 0 ~ <( rv"\
<br />~ C.) en "" L.U
<br />~~~~
<br />I tJ) 0 0
<br />f/) ca g: ~
<br />~C@z
<br />- '0.0 u:: g
<br />ca.- -:::::) ......J
<br />.. tJ) ~ ro <i:
<br />Oa>w 0:::
<br />"Cu f-
<br />E :2:
<br />W ~~ ~ ~
<br />
<br />&. ~ -l('l) Ll..><
<br />~)~w ~~ 6Lr::
<br />~N ('1)<:1'
<br />z('l) ('1)0
<br />Ti'~ ~Li~~
<br />I' ~ 0-00
<br />~CiJ u;~oooo
<br />Q.. 00 O)l
<br />~ Lf)0 r-.:..r---
<br /><:1'0... 00
<br />~ (9~ 0'l<1:: <:1'<:1'
<br />
<br />w ~ CJ
<br />I Z 00
<br />f-_ (/) 3: &1 :!!:
<br />~zw <1::(l)~ ~
<br />(/)~Qo O:::C'II(l) (/)
<br />. of-O O~~ Z
<br />ffiz()u w~~Li 0
<br />l,U~u::~ II~. i=
<br />~ (/) - Z f- f- .... LlJ :J
<br />~O:::UO 0:::Ll..LL.Q. ...J
<br />ZW~-l OOu.iz 0
<br />WO(/)::)(/)Ll..zo..LlJ (/)
<br />wz(/)COZOO C Z
<br />I:JzwQ:::Ji=z~Cl: CJ
<br />f-O:SI(/)<1::O:::3:;:) _
<br />6zo...f->w~oa:l (/)LIJ
<br /><1:: IW(/) Cl: .
<br />tn~~t::O:::o~a:I: C
<br />w""0:::3('1)zo::: 'LlJ _
<br />ro@:J 0<1:::J<< '""
<br />W-lf-~~Of-""::C C
<br />I3UQ.. wUCl:(J 02
<br />f-O~:2:~a~~i 0
<br />8~tng3:entnDD ii
<br />
<br />O'l
<br />o
<br />('I)
<br />N
<br />6 z
<br />00 0
<br />. O)l ~
<br />.... r--- ......
<br />f- O(/)t::!
<br />E <:1'0:::0:::
<br />~ ~~
<br />co 0 ~,~
<br />Q) r--- w\Ll..
<br />0.0 N ('oJ
<br />e('l)<;\-
<br />~-l.-10:::
<br />o Ll.. 00::)
<br />. co' r-.:.. f- ~ to
<br />(/).::.::ou,=!:.-1 W
<br />a. <:I' :J f- 0')
<br />Lri 8. I g: ffi c:i ~
<br />O')<1::o...(/)UZ 0
<br />
<br />Lf)
<br />o
<br />o
<br />N
<br />0')
<br />o
<br />>,
<br />co
<br />:2:
<br />
<br />.
<br />
<br />o
<br />o
<br />\D
<br />W
<br />f-
<br />::J 0
<br />Z Ul ~ L'
<br />Dcir-L'
<br />- > I l\1
<br />Ul.JD'tJ1
<br />- CJ 0 I
<br />> \D D'
<br />(iWM\D
<br />~ M L'
<br />4: 0 I
<br />c.I.JM
<br />U1 LL r-
<br />If-~OJ
<br />4: U1 0. I
<br />~ W r-
<br />~ ~
<br />.~
<br />Z
<br />o
<br />o
<br />\D
<br />
<br />o
<br />Z W
<br />~CI)~
<br />(1)I- 0
<br />Wf-CI)W:::J
<br />OZCI):::!<t
<br />OO-I>
<br />z::!;t::3(1)
<br /><tNWCJ::~
<br />c.:J"~00
<br />~CJ::000
<br />30wwU
<br /><tll..I....Jf-
<br />CJ::Of-L5z
<br />o:::JCJ::CI)~
<br />~;;:toCJ::
<br />i=~<t~G
<br />
<br />o:;:j'U)
<br />LD6
<br />NC/)
<br />..-i>
<br />w
<br />0::
<br />
<br />z
<br />o
<br />en
<br />-Lf)
<br />>0
<br />w........
<br />0:::Lf)
<br />U........
<br />f-Lf)
<br /><1::Q..
<br />0')0
<br />.-1........
<br />Lf)<1::
<br />('1)0
<br />'~
<br />2:2:
<br />
<br />~ UJ
<br />LO 0 W :2:
<br />(f) 0
<br />0 0:::
<br /> Z () >-Ll..z
<br />--I Zf-O
<br />0 <( - <:tz-
<br /> zw~
<br />--I f- -(/)>
<br />I 0:: a oZo
<br />C"J - C)(Y) tsO<1::
<br />:r: z :JUO
<br /> oz-
<br />LO ZO OW 0:::
<br /> f- o:::~g
<br /> Q..-Ll..
<br />I S UJO I wO:::-l
<br />I'- 0:::3<1::
<br /> oN C} wwO:::
<br /> roIf-
<br />~ lJJ w - f-f-6J
<br />-.J Of-U
<br />~ - ~ cr: z::) .
<br />> <( >-OQ..
<br /><( >- <:tIO:::
<br />LO Z ~ :2:t:0
<br />l- e... z3U
<br />Z :so:::w
<br />~ (f) :3 a w:2:
<br /> Q..zO
<br /> (/)ZI
<br /> lJJ 0.. () -<1::(/)
<br />>- ~:2:::)
<br />0 0::: SHEET NO. Q..
<br /> 0:::
<br />() S-6 0
<br />0::: U
<br /> w
<br /> :2:
<br />I- ~ 0
<br /> OF I
<br /> (/)
<br />Z LO 22 :J
<br /> ('I)
<br />lJJ 0
<br /> 0
<br />I- LAST PLOT DATE N
<br />> May 09, 2005 @
<br />0
<br />Z DETAILS
<br />--I
<br />-
<br />
|