|
<br />2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE
<br />8d NAILS @ 6" O,C'\ ROOF OR
<br />TO BLOCKING \ - FLOOR SHEATHING
<br />D. r f f f fr J:~ ~
<br />
<br />(2) 12d NAILS~ 1/ ..
<br />TO BLOCK:~ING 1/ USP- /'/
<br />TRUSSES SUH24 ~ ~
<br />~ X
<br />-----
<br />
<br />2X4 BLOCKI~ - - ~ S~RUC~U~A-L SHEATHING
<br />AT EA. ROOF ____t.-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 />
<br />2x4 SPF STUDS~~ 1/2"x 12" A,BOLT 6" FROM ENDS
<br />@ 16" O.C, THEN 32" O.C. - OR 5/8" w/8 1/2"
<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 f " I .
<br />.~~"'.:"~"'..""~"'..""-,~:,,^\' ;:~: SEE PLAN FOR DIM.
<br />*'4 "-4"'- II'. =1
<br />~ 'l . ~'a- ,,~ '.. . ~ l . ~ l . ~.. . ~ l . .
<br />
<br />~ j ~ I..... _ ~ ... _ ~ .a. - ~ ~ _."- .I. ~.. ~ .. z
<br />'." 4 '." 4 '." 4 '." 4 '." A '." '. .. N -
<br />
<br />'. . 'fJ . ~'. O:t'. .-~,. " ::?:
<br />" j ,. j .. ..~
<br />
<br />4"l 16" l;r---- SEE FND. PLAN
<br />,. ,. FOR FOOTING SPECS.
<br />(_ INTERIOR SHEARWALL@TRUSSES
<br />18 ,STEP-DOWN. WALIL TO TRUSS
<br />\ S-6 J NO 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 />I NST ALLER
<br />DECO FINiSH WI
<br />/ STOP VULKEM
<br />CAULKED TO
<br />v---- TERMITE SHIELD
<br />
<br />~ TE~~ITESHI~L~.. ?-
<br />
<br />
<br />
<br />-" ., ;'< :,,/ :. ;., :", :. ,," ;"/ " ,," >-" :';.'~ :", "".,<
<br />',.. '. ' "
<br />:':.' .,.; " :. ," ...;.,., ""./ " '( '.
<br />. > ", ' -, -,,/ ' , :. ,
<br />',. .~ 4:' "-- " /," ",. '\ .~" "" .~ ~
<br />-:-., " "':>'",
<br />~ V" >.' " "./ ,.' " '( ,.,,:'"(
<br />", /- , "" '
<br />,
<br />
<br />TOP SPLICE
<br />DOUBLE 10d
<br />~<1~
<br />11/1:
<br />
<br />2"x TOP PLATE /~ L1/4" MIN. 5PACE
<br />
<br />" .
<br />~.,
<br />~ .
<br />~
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />--.Jv-
<br />
<br />v
<br />
<br />~ .
<br />I~ .
<br />K
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />- -
<br />v ____- 2"x STUD @
<br />...--- 24" O,C. MAX.
<br />
<br />v
<br />
<br />2"x P.T. PLATE~ ~
<br />
<br />,
<br />
<br />I\OTE:
<br />PLATE LENGTHS MUST BE
<br />AT LEAST 8'0" LONG. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STU D
<br />
<br />I
<br />
<br />./
<br />
<br />TYPICAL INTERIOR
<br />,RINjl
<br />
<br />tit.v. .L-,j-U,j A~
<br />
<br />.- EXT. FRAME WALL
<br />(20 \TERMITE DETAIL
<br />~N.T,S
<br />
<br />.-
<br />
<br />.- V
<br />J 5\TOP PLATE SPLICE DETAIL
<br />~SCALE: N.T,S,
<br />
<br />J 3
<br />, S-6
<br />
<br />N.QN-
<br />, SCALE: N.T.S.
<br />
<br />II II
<br />II II
<br />II II
<br />II II
<br />
<br />~ ~3/8" ~~~~I~~IL ~ ~3/8"
<br />/ -, ~ 3/4' 11\. .-: : S ~1/2"
<br />/ J~:!-~h-o "t~1 / ~ ~: -o--r~ ,c~l
<br />SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EOtE :)A~NG f
<br />
<br />2 - S.P.F, CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~
<br />
<br />" .. - ;= -II' 11- - - -11r', -"-"11" -II'
<br />.:~I I II 1I,~:>;:oI'llj
<br />II II II 1111 ~ ~i
<br />__II) II II 1I1~ III
<br />II .JU. OPE",ING '" 00::::.
<br />II II II III ~ III II
<br />II II II ~~ \. III II
<br />II II II III I~" - III II
<br />II II II II III I II III II
<br />'6 d} = !b =", III I II III II
<br />FLOOR SYSTE~
<br />" I ...JI IIL....II.
<br />'-- 2x8 P.T. S LL PLATE ~
<br />(2 STORY OI\L Y)
<br />
<br />(7
<br />\?-6
<br />
<br />-
<br />
<br />0) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II @ NAIL AT TOP PLATE TWO ROWS @ 4" O,C. W/8d COMMON NAIL
<br />~ @) NAIL OPENII\G PERIMETER @ 3" O.C. W/8d COMMON NAIL
<br />II II G) NAIL INT. AT 6" O,C, W/8d COMMON NAIL
<br />II II C0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />II.JL W/8d COMMON NAIL
<br />~. CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />HEADER W/8d COMMON NAIL@ 4" o/c
<br />2x4 P.T. BASE PLATE
<br />
<br />,WALL SHEATHING INSTALL. & NAILING SCHED.
<br />J 1\0 SCALE
<br />
<br />REV. 02-11-04 MO
<br />
<br />12
<br />
<br />~TYP) I SEE ELEY. PRE.E",GI'IIEERED WOOD TRUSSES@24"0/C
<br />UPliFT CO",NECTOR (SEE SCHEDULE)
<br />! r DOUBLE 2"x4" TOP PLATE
<br />
<br />L / 2"x4" STLDS @ 16" O/C
<br />
<br />
<br />"""0' ",. EA. ,,",~'~~~""KE"" :0"'0
<br />
<br />APA RATED STRUCTURAL SHEATHING./ ~ n
<br />~IN 7 116" FASTE~ED TO TRUSSES WI ::.
<br />8d CO~~ON WiRE MILS @ 4" OIC
<br />BOUNDA,RIES 6" OIC EDGES & 8" OIC FIELD _:_
<br />
<br />SMPSO'll SP1 @ EA, STUD .,1 ..::.:;:
<br />2"x P.T. PLATE~ ~ '- MAIN SPA'II ROOF TRUSS
<br />1/2" X 8" "J. BOLT@ 24" OIC ~AX
<br />
<br />8'X8"X16" K.O. BLOCK WI 1 #5 CON;../
<br />A"D FILLED WI 2500 PSI CO",CRETE /
<br />1 #5 VERT, IN CONe, FILLED CELL---/
<br />_ WI STD, 90 HOOK I'll K.O. BLOCK _
<br />
<br />, 4 \KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />~ SCALE: N,T,S,
<br />
<br />UPLIFT CO'llNECTOR
<br />(SEE SCHEDULE)
<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 />MI~ 7/16" FASTENED TO TRUSSES
<br />PER ROOF NAILING SCHEDULE
<br />
<br />~
<br />
<br />h ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^'f{.!\).. f.
<br />:~'<.
<br />
<br />1/2" CEILING BOAR~~ l
<br />3/4" P.T. NAILER ~ / \
<br />1/2" DRYWALl.: _ ~
<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 />nuu u_uu~ TRUSS/JOIST/RAFTER
<br />
<br />~ :~SEEPLAN
<br />
<br />~ 2 - 2"x4" TOP PLATE
<br />:23; 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/SIMPSO~ 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 />i::::F 5/8" x 7" SIMPSON TITEN HD
<br />(/THREADED ANCHOR W/ 5" MIN.
<br />EMBEDMENT
<br />W/2" WASHER @ 32" O.C.
<br />MIN. 6" FROM END W/P.T.
<br />
<br />__:.__'-~--.;....' 4 .~I ;'" '-~'h~~~YP 81 PLATE
<br />
<br />- ~ , '.. , .' \ t>' 6. I) ~ J ~ / "IV' , ,,'.. =
<br />J ~'~~ 4 - -;.. ~ J ~ ~
<br />" "~, " " fIl....~
<br />,.""...
<br />O~',O~.
<br />
<br />
<br />L Iwm"
<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 />J 14:r,w/UPLIFT
<br />, S-6 '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 />12 PRE-ENG, WD TRUSSES @ 24" O.C.
<br />~I 15 INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN, R-19
<br />~ TRUSS AI\CHOR (SEE PLAN)
<br />: FIBERGLASS SHINGLE
<br />: ~ f .I / ROOFING FELT
<br />~ '^ '^ '^ '^ '^ '^ '^ ^ ^ ^ frA~~-.-.~ it' SEE ROOFII\G SCHEDULE
<br />, IJ.....A..AA.AJ ^ ... ~""'--V-.. :-:l ~
<br />1/2" CEILlI\G'BOAR~ Ji ~.-~ 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 />5EE 26/5-4 OR 27/5-4 v: 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-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
<br />WOOD BASE ~ == P.T. 2" X 4" #2 SYP BASE PLATE
<br />~...... rv "~ w/l/2" X 8" A.B, OR 5/8"X7"
<br />CONC SLAB~' ~ J..1Q.j WEDGE BOLT, w/2" WASHER @
<br />6 X 6 10/10 W.W.M. -, " ~'~ 32" O.C. MIN, 6" FROM END
<br />- GRADE
<br />6 MIL VIS~UE~,~. "';'" ..' '>,~r _ ~ _ ...--IO.? OF S_LAB +
<br />
<br />TREATED:~I ',",>....:.'~.>.: ~ ~~ 0
<br />, " ", ' '. ,. " .....I <t N
<br />CLEAN FILL:' ~:':,"~ ~ ffi
<br />
<br />, "- SEE FOUNDATION PLAN
<br />
<br />~1~META~ DRIP-EDGE --
<br />
<br />~'" ~ 2" X SUBFASCIA
<br />~ ~ CO NT. 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 W/ 1-#5 CO NT. 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 />COr-.C. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW WI SCREEN
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />R4,2 FOIL INSUL ON EXT ______
<br />BLOCK WALLS !......
<br />1 X 4 P.T. BASE NAILER A
<br />WOOD BASE
<br />
<br />CONC SLAB ~
<br />SEE FOND. PLAN
<br />6 MIL VIS~UEEN ~ : :
<br />
<br />
<br />I
<br />
<br />I, .",. l:&. ""'~ "'_' . '."" '.
<br />,. '. ""'. , '. , ., ". .
<br />
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<br />I ......' .C:::'.':.:; :t.:.::c. ...:
<br />
<br />: ~lli
<br />
<br />,
<br />
<br />PRECAST CONC SILL
<br />8" X 8" X 16" CONC, BLOCK
<br />CEMENTITIOUS
<br />DECORATIVE Fll\iSH
<br />FTG. DOWEL #5 DIA. REBAR
<br />7" IN FOOTING. EXTEND 25" (ACI 530)
<br />ABOVE SLAB. ALL LOCATIONS
<br />SHOWN ON FOUNDATION PLAN
<br />/ r-GRADE
<br />-7----- TOP_OFSU:B~
<br />
<br />TREATED
<br />CLEAN FILL
<br />
<br />>.'. ~::,::j,'
<br />
<br />~
<br />
<br />~~
<br />
<br />8'-0"
<br />MAX.
<br />
<br />~~
<br />
<br />L...! ·
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />.-
<br />
<br />j 8
<br />, S-6
<br />
<br />,T'VPICAL WALL SECTION CONCRETE BLOCK
<br />
<br />J SCALE: 1/2" = 1'-0"
<br />
<br />-
<br />
<br />TYPICAL WALL SECTION
<br />J=x .-ERIOR FRA IE
<br />8-12-03 REV. AS,
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />~ 9
<br />, S-6
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