|
<br />-
<br />
<br />TYV E K
<br />
<br />~ /j,TAR PAPER WRAPPED 6"
<br />"" UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />
<br />DECO FINISH WI
<br />V STOP VU LKEM
<br />CAULKED TO
<br />,,-- TERMITE SHIELD
<br />
<br />~TE~~ITE,SHIELD.,~
<br />
<br />,/-~.'( /." :',:,,': /.,,'" ':':':..: '\>;:',:'~.: 4c"',>":',,~ ,/," ",",,'" 4"'~
<br />
<br />., ,/ ',' ',~,:' ~ / ....: ~ "<, 4'," ,
<br />, , '. ~" ' "..? ' "," ' '. ,
<br />
<br />" ;" "', '~ ;., ~" ',- ; "! ~. ~ .. ; "
<br />,~ ' " ~
<br />. ~I ",.:~ ',,;~ '~,~:" '"'''~':'_:.:~I ~
<br />
<br />TOP SPLICE
<br />
<br />J
<br />
<br />
<br />2"x TOP PLATE /~ Ll/4" MIN. SPACE
<br />
<br />DOUBLE 10d
<br /><"'"
<br />11/ -t
<br />
<br />~~' "
<br />
<br />"" .
<br />~.,
<br />
<br />f',
<br />
<br />
<br />~~
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE
<br />8d NAILS @ 6" O.C~ ROOF OR
<br />TO BLOCKING \ / FLOOR SHEAl HING
<br />X~ I I I I I I ~fM X
<br />
<br />(2) 12d NAILS~ V
<br />TO BLOCK:~ING USP- t1
<br />TRUSSES SUH24 ~
<br />I~
<br />-----
<br />
<br />2X4 BLOCKI~ - - 2 S~R~C~U~A-L SHEATHING
<br />AT EA. ROOF __ ..-j (MIN. 7/16"). NAIL w/l0d @
<br />PANEL JOINT AT USP SPT24 I ..........--3" O.C. EDGES STAGGERED
<br />48" O.C. MAX @ EACH STUD V & 6" O.C. INTF:RIOR - EXTEND
<br />TO ROOF SHEATHING
<br />:_____ 1/2"x 12" A.llOLT 6" FROM ENDS
<br />2x4 ~,PF STUDS THEN 32" 0.(. - OR 5/8" w/8 1/2"
<br />@16 O.C. /:E~BED WEDC E BOLT 6" FROM ENDS
<br />USP SPT22 _----- THEN 32" 0.( . W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />--'~-
<br />r1
<br />I VI ____ 2"x STUD @
<br />~ 24" O.C. MAX.
<br />
<br />v
<br />
<br />LSTA12 I ACH SIDE
<br />@ EACH I ND OF WALL
<br />
<br />/'
<br />
<br />~
<br />
<br />2"x P.T. PLATE---.......
<br />. "'':5<
<br />
<br />,
<br />
<br />~OTE:
<br />PLATE LEI\GTHS MUST BE
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STU D
<br />
<br />,,/
<br />
<br />TYPICAL INTERIOR
<br />,N IN-RI=4,Rii~G
<br />J SCALE: N.T.S. KtV. l-;j-U;j AS
<br />
<br />EXT. FRAME WALL
<br />I 20 ,TERMITE DETAIL
<br />'S-6 N.T.S
<br />
<br />.-
<br />
<br />- v
<br />, 5\TOP PLATE SPLICE DETAIL
<br />, S_~SCALE: N.T.S.
<br />
<br />
<br />-
<br />
<br />-
<br />
<br />J 3
<br />, S-6
<br />
<br />-
<br />
<br />'4'4'4'4'4't'
<br />'''~.b.:!.~~:!._~.'''_~.:l.... .... .'~" SEE PLAN FOR DIM
<br />
<br />11";' . ...~)..... . ~'. . ~'. . ~.. . .... . =3'
<br />. · . · . · . .'. :'::~'::~:~'.~~.~~.~~.,-~.,.- . = Z
<br />
<br />. .. . .. . .. . ..' ..... N -
<br />'..>O..'.o~'...'. ri~
<br />..j'..;',,;~' J
<br />
<br />4"L 16" l ~ SEE FND. PLAN
<br />,. , I, FOR FOOTING SPECS.
<br />.- INTERIOR SHEARWALL @ TRUSSES
<br />
<br />~ 18 ,STEP-DOWN, WALlL TO TRUSS
<br />1 S-6 r\0 SCALE REV. 9/30/03 AS
<br />_ SHEAR CAP. 500#/L1N. FT.
<br />
<br />~/8" "S" = NAIL 3/8"
<br />SPACING
<br />~ : 3/4" 1:" ~ ~: -S ,-1/2"
<br />/ tjS f4- ~ -rx. + -I: ~ f\ 1/~" I
<br />I or -.- -.!- -... -0 - -1 I "t - -0- + -d'":..~,L _~-1
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL ED~E ~JA'dNG f
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~ ~
<br />Fj;~~ '; - i: -;; ~;:~\:~'I -;;- ~ -;;
<br />II" "1111 \ ~I I II " "
<br />_;-11 0 " 11 111 ~ III "II"
<br />" I,,, OPEI'.ING '" ~ II II
<br />II ~ 0) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />:: II :: I ~~ 0--- ::: :': :: II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II III _ ,r- ~. _ 111 II 1* @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON r\AIL
<br />" II II " III I II 111 II " II I @ NAIL INT. AT 6" O.C. W/8d COMMON r\AIL
<br />= '6 dl = !h ~I, III I II 111 II "" (0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />FLOOR SYSTE~ I/'...JJ 'IL...JJ. II.JJ.. W /8d COM MON r\AI L
<br />-"'- 2x8 P,T. S LL PLATE ~ \ (0 NO SPLICE @ HEADER - r\AIL SHEATHING TO
<br />(2 STORY Ot\LY) L: HEADER W/8d COMMON NAIL@ 4" o/c
<br />
<br />r7\WALL SHEATHINGT'IBNSTALL. & NAILING SCHED.
<br />
<br />~ t\0 SCALE REV. 02-11-04 MD
<br />
<br />~~;) I SEE ELEV. PRE-EI'.GI'JEUED W,OOD TRUSSES@24"0/C
<br />~ UPLIFT CO",'JEc- OR (SEE SCHEDULE)
<br />L / r DOUBLE 2"x4" -OP PLA~E
<br />
<br />j / 2"x4' S~LDS ,Q) :6" O/C
<br />
<br />"""<""'.EA."CO~"~~ Cn~R'C" TASR QUIRED
<br />
<br />
<br />APA RATED STRLCTURAL SHEATHING f ~~
<br />MIN 7/16' FASTE 'JED TO TRuSSES WI ;;.
<br />8d COMMO'J WIRE MILS @ 4' O/C
<br />BOUNDARIES 6' O/C EDGES & 8" O/C FIELD __
<br />
<br />S,\-1PSOI'. SP1@EA. STUD -~ ~
<br />2"x P,T, ?LATE~ ~, '- '<1A \ SPAN ROOF TRLSS
<br />1/2' X S" "J' BOLT@ 24" O/C M./J"X../ ,
<br />, / UPliFT CO'J',ECTOR
<br />8"XB"X16" K,O. BLOCK WI 1 #5 CONT../ (SEE SCHECJLE)
<br />A'JD FILLED WI 2500 PSI CO!-'CRETE /
<br />1 #5 VERT ,N CONC, FILLED CELL --.J,
<br />__ WI STD, 90 HOO" I'J K,O. BLOCK _
<br />
<br />(4 ,KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />~ SCALE: N.T.S.
<br />
<br />12
<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 />MIN 7/16" FASTENED TO TRUSSES
<br />PER ROOF NAILING SCHEDULE
<br />
<br />~~~
<br />
<br />: \ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 'f..Jff. ^\. ,; ~
<br />I~"<.
<br />
<br />1/2" CEILING BOAR~ ~
<br />3/4" P.T. NAILER ------- / \
<br />1/2" DRYWALL: _ )--
<br />......
<br />CURTAIN NAILER
<br />1 X 4 P.T. @ WINDOWS
<br />1 X 8 P.T. @ S,G.D,
<br />
<br />PROVIDE BLOCKING @
<br />/ BEARING TYP. SEE 9/S~3
<br />uuu uu_u~ TRUSS/JOIST/RAFTER
<br />
<br />~:~SEEPLAN
<br />
<br />..~. 2 - 2"x4" TOP PLATE
<br />8 CONST. GRADE SPF
<br />l~ 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 ANCHO R W/ 5" MIN.
<br />EMBEDMENT
<br />W/2" WASHER @ 32" O.C.
<br />MIN. 6" FROM E~D W/P.T.
<br />
<br />.. f- or' -.'- ~--";....' <l '~I ,',,' -.:','- _ ~~~YP 81 PLATE
<br />
<br />.~ . . ~ , .' \ t>' 0. I; , J ' /'" ~. - .' ~ =
<br />J " ~~ 4 - -;.. ~ J ' ~
<br />, ',.!:lI.... ' ',.!:lI.....
<br />, o. ,. '''0' .
<br />II. .. III "" II. .. III
<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 />: ~ FIBERGLASS SHII\GLE
<br />: ~ ~ ROOFING FELT
<br />~^^^^^^^^^^fr^~~, SEE ROOFING SCHEDULE
<br />I~"" 1 .""'--V-.."-
<br />1/2" CEILlI\G'BOARo-l ] ~ ~ 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 :)EE 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 />5EE 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" O.C.
<br />R.l1 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
<br />WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE
<br />CONC SLAB -, ~ ~ .~ w/l/2" X 8" A.B. OR 5/8"XT'
<br />\ I. ~_(':.J WEDGE BOLT, w/2" WASHER @
<br />6 X 6 10/10 WW,M. I~" ~ 32" O.C. MIN. 6" FROM END
<br />, - /" GRADE
<br />6 MIL VIS~UE~'~llI'";:,, ;,'.",.\! _+ _ -1,01 OF ~LAB +
<br />
<br />:~., " . ~. =::LLJ =
<br />TREATED '. ',,~ ,;' . ~ ,; N 00 0
<br />CLEAN FILL! '; ~",,~>,O) ri g ffi N
<br />
<br />, "'-- SEE FOUNDATION PLAN
<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/l #5 DIA. REBAR &
<br />SEE ELEV. 3000 PSI CONCRETE
<br />PRECAST "U" LINTEL WI 1-#5 CO~T. IN
<br />""'lI 3000 PSI CONC. @ OPNGS. 6'-0" & OVER.
<br />~PRECAST "U" LINTEL ALL OPENINGS
<br />_ UNDER 6'-0".
<br />::;j: ;....- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI
<br />CONC. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW W/ SCREEN
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />R4.2 FOIL INSUL ON EXT _____
<br />BLOCK WALLS A
<br />1 X 4 P.T. BASE NAILER #;
<br />WOOD BASE
<br />CONC SLAB ~
<br />~ ~ FTG. DOWEL #5 DIA. REBAR
<br />SEE FOND. PLAN ~ 7" IN FOOTING. EXTEND 25" (ACI 530)
<br />.. ABOVE SLAB. ALL LOCATIONS
<br />6 MIL VISQUEEN SHOWN ON FOUNDATION PLAN
<br />
<br />TREATED ~. ,': I" ':-~ .';. . , ';-, ;,', .. - ~ - - _(lR~DiOp _0 F SLAB-$
<br />CLEAN FILL : ...:i:::"",3:
<br />: ~gWY:!:+ ..~::;:.j,_::t:":ffi:::F:1\
<br />: ~
<br />~~
<br />
<br />PRECAST CONC SILL
<br />8" X 8" X 16" CONC. BLOCK
<br />CEMENTITIOUS
<br />DECORATIVE FINISH
<br />
<br />8'-0"
<br />
<br />MAX.
<br />
<br />~~.
<br />
<br />'"''
<br />16" W/2500 PSI CONC.
<br />~ W/2 #5 DIA. RODS
<br />" MIN. LAP 25" (ACI 318)
<br />_ INTERIOR BEARINGSEE FOUNDATION PLAN
<br />
<br />t14.1\w/UPLIFT
<br />
<br />~ J NO 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 />L-! ·
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />.-
<br />
<br />~ 8,TYPICAL WALL SECTION CONCRETE BLOCK
<br />
<br />~ SCALE: 1/2" = 1'-0"
<br />
<br />-9 TYPICAL WALL SECTION
<br />~ ,EXIt- HUlR FRAME
<br />, S-W 8-1203 REV. AS. SCALE: 1/2" = 1'-0"
<br />
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