|
<br />(2) SYP#2 TOP PLATE
<br />
<br />2 ROWS 8d @ 6" O.C \
<br />8d NAILS @ 6" O.C,
<br />TO BLOCKING \
<br />
<br />tx;: I I I I I Il~
<br />
<br />(2) 12d NAILS~ /
<br />TO BLOCK~ING V USP- V 1
<br />TRUSSES SUH24
<br />~ -----
<br />
<br />2X4 BLOCKI~ ~ S~R~~U~A-L SHEATHING
<br />AT EA. ROOF ..........--l.--1 (MIN. 7/16"). NAIL w/l0d @
<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 />--- 1/2"x 12" A.BOLT 6" FROM ENDS
<br />2x4 SPF STUDS--- THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@ 16" O.C,
<br />/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 />'-'~~b.~~:o._~:o._~:.,,~. .:~. SEE PLAN FOR DIM.
<br />
<br />.. ~ ,. ~ ,. ~ 11' ....~~.~:/~~~ ... ... ... ... . =3
<br />'~,t.~4 '~,:':~;'i~~,"'i~~,"i~~,T'"-'~lr.a N ~
<br />'. . 'P . ~'. O..,p . '," ..-1 2
<br />...,...,...,~
<br />
<br />4,,1 16" I ;-r---- SEE FND. PLAN
<br />~ I, Y I... FOR FOOTING SPECS.
<br />
<br />_ INTERIOR SHEARWALL @ TRUSSES
<br />(18'STEP-DOWN. WALIL TO TRUSS
<br />\ S-6 J NO SCALE REV. 9/30103 AS
<br />~ SHEAR CAP, 500#/LlN. FT.
<br />
<br />ROOF OR
<br />FLOOR SHEATHING
<br />
<br />x
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />-
<br />
<br />(4
<br />, 5-6
<br />
<br />12
<br />~TYP) I SEE ELEV, PRE.E\GINEEREO WOOD TRUSS::S@24'0/C
<br />UPLIFT COlloN::C,OR (S::E SCHEDULE)
<br />/ r DOUBLE 2"x4" ,OP PLA,::
<br />
<br />L 7 j / 2"x4" STLDS @ 16" OIC
<br />,. ~CRIC-\ET AS REQl.I'REO
<br />~
<br />
<br />US? SPT24 @ EA. STUD~ '
<br />
<br />APA RATED STRUCTURAL SHEATHING ./
<br />MIN 7/16" FASTE"EO TO TRUSSES WI
<br />8d COMMa" WIRE ,\AILS @ 4' OIC
<br />BOUNDA.R'ES 6" OIC EDGES & 8" OIC FIELD
<br />~
<br />US? S?T22 @ EA, STUD _ ./
<br />2"x P.T, PLATE------ ./
<br />1/2' X 8' 'J" BOLT @ 24" OIC MAX""""-
<br />
<br />8"X8"X16" K,O, BLOCK WI 1 #5 CON.; -1'/
<br />A"D FILLED WI 2500 PSI CONCRETE
<br />1 #5 VERT, 1\ CONC, FILLED CELL
<br />WI STD, 90 HOOK ," K,O. BLOCK
<br />
<br />:.~
<br />
<br />.:.;:..
<br />
<br />r\ '\.. MAI\ SPA" ROOF TRUSS
<br />
<br />I \.. UPLIFT CO"NECTOR
<br />(SEE SCrlEDULE)
<br />
<br />'-
<br />
<br />,KNEE WALL ABOVE MASONRY WALL DETAI.
<br />
<br />I SCALE: N.T.S.
<br />
<br />12 PRE-ENG. WD TRUSSES @ 24" O.C.
<br />~':, 15 INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19
<br />TRUSS ANCHOR (SEE PLAN)
<br />FIBERGLASS SHINGLE
<br />: ~~ ( / ROOFING FELT
<br />~^^^^^^^^^^tr^~ ~ ~ SEE ROOFING SCHEDULE
<br />
<br />1/2" CEILlNG:::::.:;:J ~ ~ UJJ...A..:]~ '~ -~ 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 />. NAIL @ 6" O.C.
<br />ADDED BELOW THE HEADER WI EACH W/2-2" X 4" SPF TOP PLATES
<br />PLY ATTACHED WI (2) ROWS OF 16d MIN. SPLICE 48" W/12d @ 6" O.C.
<br />NAILS AT 8" O.C.
<br />SEE 26/5-4 OR 27/5-4 ALUM FRAMED WINDOW wi SCREEN
<br />FOR MORE INFO @ OPENING /;
<br />NOTE: 40" MAX. SILL CEMENTITIOUS DECORATIVE FINISH
<br />HGT. ON ALL BEDROOM 7 j8" THICK PER ASTM C-926-98A
<br />WINDOWS. 2" X 4" @ 16" O.C.
<br />(2) 2 SILL W/2-12d EA, END WI APA RATED
<br />X ~ STRUCTURAL SHEATHING (MIN. 7 j16")
<br />1/2" DRYWAL 7 NAIL 3" O,C. TOP & BOTTOM, 4" O.C.
<br />R-ll F.G. BATTS S-6 SIDES & 6" O,C. INTERIOR
<br />P.T. 2" X 4" #2 SYP BASE PLATE
<br />WOOD BASE ~ ~
<br />~ w/lj2" X 8" A,B, OR 5j8"X7"
<br />CONC SLAB ~ 20 WEDGE BOLT, w/2" WASHER @
<br />6 X 6 10jl0 W.w.M. ---, I' S-6 32" O.C. MIN, 6" FROM END
<br />\ ~ -----GRADE
<br />6 MIL VIS~UE~.~;Ia" ,'.: ",..,~ _ --=- _ _ _ .-l0.? OF ~LAB -+
<br />
<br />:~'" >"~. >~ ~ 3w :
<br />TREATED I , ;?';;,',?";: ~ g ~ ~
<br />CLEAN FILL! ' ~:',:.',~ gs ffi
<br />
<br />, "'- SEE FOUNDATION PLAN
<br />
<br />-
<br />
<br />TYPICAL WALL SECTION
<br />\~X I'ERIOR FRAME
<br />J 8-12-03 REV. AS.
<br />
<br />SCALE: lj2" = 1'-0"
<br />
<br />, 9
<br />, S-6
<br />
<br />--
<br />
<br />TYVEK
<br />- \IV
<br />' TAR PAPER WRAPPED 6"
<br />/ UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />V STOP VULKEM
<br />CAU LKED TO
<br />",..-- TERMITE SHIELD
<br />
<br />~:5T,E;R.~IT~,.~~I;~~D";:7
<br />
<br />':,:: >'>',':l ~~,.~~ ':<:',,~ ,,'~, '>-: ,,' 'I ",. ' '
<br />, ' ",' , ",,, , '" \0.
<br />
<br />" ". ", ..'~;. ','.. ~ i,' :, ...' ./
<br />'"./ ..'",~ :, ",./ ,'" ~ :;- '.....' ," ~ : ,. '.
<br />"; ~ "" "
<br />
<br />p:s
<br />2"x TOP PLATE ./
<br />
<br />1/4" MIN, SPACE
<br />
<br />~~-
<br />f'1
<br />V .___- 2"x STUD @
<br />..-- 24" O.C. MAX,
<br />
<br />2"x P.T. PLATE~ 5<:
<br />
<br />I
<br />
<br />EXT. FRAM E WALL
<br />I 20 ,TERMITE DETAIL
<br />, S-6 N.T,S
<br />
<br />-
<br />
<br />-
<br />
<br />::~
<br />--:~::
<br />
<br />II II II
<br />II II II
<br />II II II
<br />II II II
<br />
<br />I 7
<br />, S-6
<br />
<br />--
<br />
<br />PROVIDE BLOCKING AT
<br />BEARING TYP, SEE
<br />9jS-3
<br />
<br />
<br />~ ~ I €lEE PLAN
<br />~ :~ FOR CON~ECTOR
<br />~ I 2 _ 2"x4" TOP PLATE
<br />~ CONST. GRADE SPF
<br />:~ ~ SPliCE MIN. OF 24" APART
<br />I ______USP SPT24 W/6-!Od TO
<br />STUD' TO TOP PLATE
<br />2" X 4" SPF STUDS e 16" O.C.
<br />WI U5P SPT22 , U5P SPT24
<br />EACH STUD
<br />~ USP 5PT22 J.,;1(4)-10d TO
<br />WSTUD , 4-10d TO BASE PLATE
<br />1/2" x 12" A307 A.B,
<br />(/:WITH 8 1/2" MIN,
<br />~ EMBEDMENT W/2" WASHER
<br />, @ 32" O.C. MIN. 6" FROM END
<br />.- wj #3 PT SYP BASE PLATE
<br />-=!:'~-~"''";IIi'-''--;'~'-:'~:' :;t, 31/21'
<br />=~ II . 4 """c!.J " .., ."
<br />~ :!:::, '-"':...~"':...~"':.
<br />, , ~ ._------------"'''''"
<br />II ' "0"", (. ,4." ' "
<br />JJ. ...'".. 'C... F
<br />nr
<br />LJ I~ 2500 PSI CONC.
<br />4' 16" R wl2 liS DIA, ROD€l
<br />MiN. LAP 25" (ACI 316)
<br />_ INTERIOR 6EARIN~5EE FOUNDATION PLAN
<br />
<br />,[4A~ w/UPLIFT e 3..&" 5TEP-nnI1JN
<br />
<br />~6 NO SCALE REV, 3-3-04 AS
<br />UPLIFT VALUES - (DOUBLE 51DE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD - :;35 LBS, PER STUD
<br />
<br />-
<br />
<br />SEE PL~
<br />
<br />TYPICAL INTERIOR
<br />,NON-B IRI~
<br />I SCALE: N.T.S. Kt.V, .L-~-U~ /-\~
<br />
<br />-
<br />
<br />~ 3
<br />, S-6
<br />
<br />--
<br />
<br />r ~3/8" ~~~~I~~AIL ~I 3/8"
<br />~: - 3/4" 11" -I 10: S ,..1/2"
<br />'S ~ -j I ~ 11:&."1
<br />'~--h-o _ I \ .' --.--!--cr- ,\-_~
<br />SINGLE NAIL EDGE SPACING I DOUBLE NAIL ED~ ~JA~NG f
<br />
<br />o NAIL AT BASE 2 ROWS @ 4" O.C. Wj8d COMMON NAIL
<br />II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C, W/8d COMMON NAIL
<br />~ @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL
<br />II II
<br />II II @ NAIL INT. AT 6" O,C. W/8d COMMON NAIL
<br />II II CD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />II.JL Wj8d COMMON NAIL
<br />~: CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />HEADER W/8d COMMON NAIL@ 4" ole
<br />2x4 P.T. BASE PLATE
<br />
<br />,WALL SHEATHING INSTALL. & NAILING SCHED.
<br />J NO SCALE REV. 02-11-04 MD
<br />
<br />HIP GIRDER
<br />
<br />TRUSS Er\D
<br />
<br />J%
<br />
<br />(2) USP RT3
<br />(1) AT EACH BLOCK
<br />TO G.T. & (1) G.T. TO
<br />HIP JACK
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 24" O.C. MAX.wj
<br />/(2)16d EA. END (TYP.)
<br />
<br />--TRUSSES
<br />SEE PLN.
<br />
<br />'-
<br />
<br />SHEATHING
<br />2x4 SPF TO 8'-0"
<br />@ 16" O.C.
<br />RAKE CUT WALL
<br />TOP TO MATCH VAULTED
<br />TRUSS BOTTOM
<br />
<br />FILLER BLOCK
<br />AT 16" O,C. NAIL
<br />TO STUD AT WALL
<br />Wj 4 . 12d. END NAIL
<br />TO TRUSS GIRDER
<br />
<br />I 19.1,EXTERIOR NON BRG. WAll DETAil
<br />, S-6 IAT HIP CONDITION WI INT. VOL. ClG.
<br />N.T.S. REV. 3-3-04 AS
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br /><<I',
<br />-11; ~
<br />
<br />"~'
<br />"~. "
<br />"~
<br />
<br />2 ROWS
<br />10d @ 6" OjC
<br />
<br />~
<br />
<br />,/'
<br />
<br />\
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE V
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STU D
<br />
<br />-
<br />
<br />~ 5
<br />\ S-6
<br />
<br />,/'
<br />TOP PLATE SPLICE DETAIL
<br />'SCALE: N.T.S.
<br />
<br />~ VARIES w/ ROOF
<br />'f' SLOPE X
<br />
<br />€lEE STRUCTURAL NOTE€l AND NAiliNG
<br />€lCHEDULE FOR SHEATHiNG DETAI~
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />GIRDER
<br />SEE PLN. "'-
<br />FOR LOCATION ~
<br />
<br />U€lP MP34 iil -......
<br />2'-0" ON CENTER
<br />
<br />2X4 €lPF BLOCKING
<br />BETWEEN TRU€l€lE€l
<br />fiil 24" O.C, MAX. wi
<br />(2)160 EA, END rT,( ,)
<br />16d NAILS AT
<br />~.C, MAX. \
<br />
<br />~- I '1---~1 r:~ I I
<br />
<br />~
<br />u) ~ :SI-JEA THiNG J
<br />/ (2) USP RT3 ---.J
<br />(1) AT EACH BLOCK
<br />TO G.T. & (1) G.T. TO
<br />HIP JACK
<br />
<br />1 I
<br />~~
<br />I
<br />
<br />2 X 4 CONT. AT
<br />2'-0" O.C. WITH
<br />(2) 16d NAILS
<br />EACH TRUSS ~
<br />
<br />
<br />.. ,
<br />I I.
<br />
<br />JACK
<br />TRUSS
<br />
<br />~
<br />'f'
<br />
<br />SEE PLN.
<br />
<br />x
<br />
<br />1/2" €lPAC
<br />
<br />U€lP €lPT24 TOP
<br />U€lP €lPT22 BOT
<br />OF EACH STUD ",
<br />
<br />2x4 €lPF TO 8'-OY
<br />iilI6"0.C~
<br />
<br />tl92\EXTERIOR NON BRG. WAll DETAil
<br />\...S-6 I N.T,S.
<br />
<br />--
<br />
<br />,
<br />I
<br />I
<br />
<br />
<br />
<br />: I 0/
<br />~
<br />
<br />:\^^^^^^^^^^^~^~ /;
<br />
<br />I 1 I . 1. 1. 1 .,' ,'<-
<br />
<br />lj2" CEILING BOARD~ ~ l
<br />3/4" P.T. NAILER ~ ~ 1\
<br />1/2" DRYWALl: _ l)--
<br />......
<br />
<br />CURTAIN NAILER
<br />1 X 4 P.T, @ WINDOWS
<br />1 X 8 P.T. @ S,G.D,
<br />
<br />PRE ENGINEERED WD
<br />TRUSSES @ 24" O.C.
<br />INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19
<br />TRUSS ANCHOR (SEE PLAN)
<br />FIBERGLASS SHINGLE
<br />ROOFING FELT
<br />APA RATED STRUCTURAL SHEATHING
<br />MI~ 7 j16" FASTENED TO TRUSSES
<br />PER ROOF NAILING SCHEDULE
<br />
<br />12
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />~l~META~ DRIP-EDGE --
<br />
<br />U~~,~ 2" X SUBFASCIA
<br />t--........-... '-........... CONT. VENTED ALUM SOFFIT
<br />--............. I ~ 8" X 8" X 16" K.O. LINTEL BLOCK
<br />....O.H~ Wjl #5 DIA, REBAR &
<br />SEE ELEV, 3000 PSI CONCRETE
<br />PRECAST "U" LINTEL WI 1-#5 CO NT. IN
<br />3000 PSI CONC. @ OPNGS. 6'-0" & OVER,
<br />1""ll~;PRECAST "U" LINTEL ALL OPENINGS
<br />vi-- UNDER 6'-0".
<br />~ ....... FILL CELL -1 #5 DIA. REBAR WI 3000 PSI
<br />CO:\C. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW W/ SCREEN
<br />
<br />R4,2 FOIL INSUL ON EXT ~_____
<br />BLOCK WALLS PRECAST CONC SILL
<br />1 X 4 P.T. BASE NAILER d 8" X 8" X 16" CONC. BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />DECORATIVE FINISH
<br />CONC SLAB ~ FTG. DOWEL #5 DIA. REBAR
<br />6 X 6 10jl0 W.w.M -. -..~ 18" IN CONC, -25" EXTEND (ACI 530)
<br />~ . ABOVE SLAB. ALL LOCATIONS
<br />6 MIL VISQUEEN ..:, SHOWN ON FOUNDATION PLAN
<br />, , ~ GRADE
<br />: ,'^ ^ .',:: _' -/ _ _ r- _ TOP_OF S~B-$
<br />
<br />~,. :.' "'-'.:'~,:~::~',;;:~>:,:':;:'; ~ 03:~ 0
<br />
<br />I ' '. "", "<( N
<br />TREATED I ','e, 4e,-: uJo:::
<br />CLEAN FIL~; ......','~..::.: " co c..:;l
<br />
<br />SEE FOUNDATION
<br />
<br />-
<br />
<br />I 8 ,TYPICAL WALL SECTIODDNCRETE BLOCK
<br />
<br />, S-~ SCALE: 1j2" = 1'-0" REV.9-3-02 V1KDjmk
<br />
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<br />LAST PLOT DATE N
<br />March 11, 2005 @
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