|
<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 />:IIIIII/~ X
<br />
<br />(2) 12d NAILS~ V
<br />TO BLOCK~~ING USP- ~
<br />TRUSSES SUH24 /"
<br />X
<br />
<br />2X4 BLOCKIN ~ S~R~C~U~A~ SHEATHING
<br />AT EA. ROOF __ ......-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--- ...
<br />@ 16" O.C. THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />VEMBED 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 />~~~.!:I~~~~~~~~I.~~~.:~,,~I~' ::~.~' SEE PLAN FOR DIM.
<br />
<br />)'0; ~,'o",' 'I'. =1
<br />";" , ";'~ ,,~.. , ";" , ";. , ";' , ',' ,
<br />:'.~"4 :....1: ..&"'1.~ ""'i~ ~.'i:" ~;r.- '.... Z
<br />.. , ..0 ' ,.. O"n , ,.~ ~ ~
<br />. ...." .. I" ~~" __
<br />
<br />4"l 16" L4" ---- SEE FND. PLAN
<br />)1 -r FOR FOOTING SPECS.
<br />INTERIOR SHEARWALL @ TRUSSES
<br />
<br />I 18 ,STEP-DOWN. WALIL TO TRUSS
<br />, S-6 '~O SCALE REV. 9/30/03 AS
<br />_ SHEAR CAP, 500#/L1N. FT.
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />12
<br />~TYP) I SEE ELEV. PRE-EI\GI"EERED WOOD TRJSSES@24"0/C
<br />~ ~PLlFT CO""ECTOR (SEE SCHEDULE)
<br />L I r DOUBLE 2"x4' TOP PLATE
<br />
<br />j / 2"x4' STUDS @ 16" O/C
<br />~ ~CRICKET AS REQuiRED
<br />
<br />
<br />~SP SPT24 @ EA STlJD~ ' ~V
<br />
<br />APA RATED STRUCTURAL Sl-'EATMII\G ../
<br />MI" 7 /:6" FAS~E"ED ~O ~RUSSES W/
<br />8d COMMO" WIRE MILS @ 4" O/C
<br />BO~NDAFlIES 6" O/C EDGES & 8' O/C FIELD
<br />
<br />USP SPT22 @ EA. STUD -"'~
<br />2'x P.T. PLATE....... , :\
<br />1/2" X 8" "J" BOLT @ 24" O/C MAX./'
<br />
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CON;:/
<br />A"D FILLED W/ 2500 PSI COI\CRETE I
<br />1 #5 VERT. 1'< CONC FILLED CELL--.J
<br />
<br />:'p
<br />
<br />..:.=..
<br />"- MAIl', SPA" ROOF -RUSS
<br />
<br />UPLIFT CO\iNECTOR
<br />(SEE SCHEDULE)
<br />
<br />_ W/ STD. 90 HOOK I" K.O. BLOCK _
<br />
<br />I 4 \KNEE WALL ABOVE MASONFIY WALL DETAI -
<br />
<br />~ SCALE: N.T.S.
<br />
<br />PRE-ENG, WD TRUSSES @ 24" O.C.
<br />INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19
<br />TRUSS ANCHOR (SEE PLAN)
<br />
<br />12
<br />
<br />~
<br />
<br />I ~ FIBERGLASS SHINGLE
<br />: ~~ ~ ROOFING FELT
<br />\Ii^^^~. SEE ROOFING SCHEDULE
<br />I , L' .: " '''' )J..JJv.,.
<br />
<br />1/2" CEILING 'BOAR~ ~ -~ 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 wj 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 />~ >< w/l/2" X 8" A,B. OR 5/8"X7"
<br />CONC SLAB~ ~ 20 WEDGE BOLT, w/2" WASHER @
<br />6 X 610/10 WW.M. -, " S-6 32" O.C, MIN. 6" FROM END
<br />\ -- -----GRADE
<br />6 MIL VIS:UE~.~.. ,;:.:.::>.~:t _~ : ,--IO!, OF &.LAB -+
<br />
<br />TREATED~':::~':;."";' (\J 00 0
<br />CLEAN FILLj ~~','.:.,Qi, M ~ffi (\J
<br />
<br />, ~ SEE FOUNDATION PLAN
<br />
<br />~9 1YPICAL WALL SECTION
<br />( ~ \EXTERIO.R FRAME
<br />
<br />~ 8-12-03 REV. AS, SCALE: 1/2" = 1'-0"
<br />
<br />_ TYVEK
<br />~Vv,TAR PAPER WRAPPED 6"
<br />/ UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />/ STOP VULKEM
<br />CAU LKED TO
<br />V-- TERMITE SHIELD
<br />
<br />~____TERMITE SHIELD
<br />~:"': ,';:-,:,';';",.::;.>..::;:",: ;;:.:;,~
<br />" ~" ~ ';, 1,,< '; " b ,. " ., ,_,_ ' ',., . ',. . .
<br />'<-/'..~'" '~..;-...~'" '''-('',,:;.'' '~'{'..'~"'-'
<br />, . ~';" < ~.. ,. , ~" , , ,
<br />, .~ $ '< j,.,.- .. ;. '>; l<.... .. ;" '-,.- '; ; "
<br />, ..., . " ..., . ',...., . <, ...,
<br />....." ~.; '< ... " ';. ~ '< ... " ,,; '.. "
<br />~ '; ;. ,. , " ....." ' " .....,.
<br />
<br />2"x TOP PLATE /o:E. L1/4" MIN. SPACE
<br />
<br />---1-"-
<br />-1ii ____- 2"x STUD @
<br />~ 24" O.C. MAX.
<br />
<br />2"x P.T. PLATE~~
<br />
<br />__ EXT. FRAME WALL
<br />I 20\TERMITE DETAIL
<br />~N.T.S
<br />
<br />~ TYPICAL INTERIOR
<br />( 3 \ NON-RIN>>
<br />
<br />~ SCALE: N.T.S. Kt.V. l.-,j-U,j A:::'
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~
<br />
<br />i=_~: : - = T :~~~: -::- T -,,-
<br />
<br />_ _II ) n n III ~ III n
<br />II ~ OPcl\lNG III oc:::.
<br />
<br />II n II III @-...." III n
<br />II II II ~~ \- III II
<br />II II II III - .- " - III II
<br />linn II III I II III II
<br />11- ...JJ _ II... _II, III II III II
<br />FLOOR SYSTEI,\ II
<br />
<br />~/8" "S" NAIL 3j8"
<br />1 SPACING 01
<br />r : - 3/4" 1~ ~"" ~1/2"
<br />~-~~-. ~~1 __ ~ L:rl ~~1
<br />
<br />SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EDiE ;JActNG f
<br />
<br />UII L-...JJ IIL-...Jl.
<br />'- 2x8 P.T. ::i LL PLATE ~
<br />(2 STORY ONLY)
<br />~
<br />
<br />n II
<br />n n
<br />II II
<br />II II
<br />o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />n n 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 />n n @ NAIL INT. AT 6" O.C. W/8d COMMON NAIL
<br />II n CD STAGGER ALL VERT, JOINTS & :'-JAIL @ 4" O,C,
<br />II.JL W/8d COMMON NAIL
<br />~: 0) NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />HEADER W/8d COMMON NAIL@ 4" o/c
<br />2x4 P.T. BASE PLATE
<br />
<br />J 7
<br />, S-6
<br />
<br />\ WALL SHEATHING INSTALL. & NAILING SCHED.
<br />I ~O SCALE REV. 02-11-04 MD
<br />
<br />PROVIDE BLOCKING AT
<br />BEARING TYP. SEE
<br />9/S-3
<br />
<br />
<br />~ I 5EE PLAN
<br />.. ;~FOR CONNECTOR
<br />
<br />. 2 - 2"x4" TOF FLATE
<br />~ CON5T. (;&RADE 5PF
<br />:. ~ 5FLlCE MIN. OF 24" APART
<br />I ____W5F 5FT24 W/~-IOd TO
<br />5Tl.ID , TO TOF FLA TE
<br />2" X 4" 5PF 5TUD5 e I~" O.C.
<br />WI U5P 5PT22 , U5P 5PT24
<br />EACH 5TUD
<br />~w:U5P 5PT22 W/(4)-10d TO
<br />5TUD , 4-100 TO BA5E 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 />~" " ., w/ #3 PT SYP BASE PLATE
<br />,. ,. ..' .;~
<br />:,;-._"_....~__L_'-~" "[ 31/2'
<br />-. ,.. · .'.,'.
<br />l ..., .....,.'
<br />
<br />~ Ii'. ,.,~~, -.. ,. ,.
<br />'I ... , , :_~---_!..:._._.!_-:..:._~==-
<br />.., 0-'" 0 '.'~IP'
<br />. ,. . ;'oIL__
<br />
<br />'" 2500 F51 CONC.
<br />. 4" 16>" 4" wl2 OPE> DIA, ROD5
<br />~N. LAF 2SI' (ACI 316)
<br />__ INTERIOR 6EARIN~5EE FOuNDATiON FLAN
<br />
<br />d4A"\w/UPLIFT e 3J;" 5Tcr-nnllJN
<br />, S-6 I NO 5CALE REV. 3-3-04 A5
<br />UPLIFT vALUE5 - (DOUBLE 51DE CONNECTOR5-DOuBLE5 VALUE BELOW)
<br />I (EACH CONNECTOR) EACH 5TUD - S3S LB5. FER 5TUD
<br />
<br />SEE STRUCTURAL NOTES AND NAILING </
<br />SCHEDULE FOR SHEATHING DETAIL~X
<br />
<br />
<br />
<br />~LER TO 2X4 SPF BLOCKI~G
<br />GIRDER TRUSS. BETWEEN TRUSSES -TRUSSES
<br />NAIL W/ 2 - 12d EACf- @ 24" O.C, MAX.w/ SEE PLN.
<br />WEB CROSSING V(2)16d EA. END (TYP.)
<br />MATCH TRUSS /
<br />. BOTTOM PROFILE /
<br />i;1 ~ '=~ X
<br />
<br />DBL~ ~"'-1/2" SPACE ----1'
<br />PLATE , HEIGHT
<br />
<br />~ "1 i ~ '=gi~E~~~lTgg! n n n n --- n ~~~'~~- -
<br />
<br />2X4 BLOCKI~G
<br />
<br />HIP GIRDER
<br />
<br />~
<br />
<br />TRUSS END
<br />
<br />%.
<br />
<br />USP MP34 @
<br />EACH BLOCK
<br />
<br />SEE PL~
<br />
<br />(2) USP RT3
<br />(1) AT EACH BLOCK
<br />TO G.T. & (1) G.T. TO
<br />HIP JACK
<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 />l!
<br />
<br />FILLER BLOCK
<br />AT 16" O.C. NAIL
<br />TO STUD AT WALL
<br />W/ 4 - 12d. END NAIL
<br />TO TRUSS GIRDER
<br />
<br />Uy-'-
<br />
<br />.-
<br />
<br />(i9.1,EXTERIOR NON BRG. WALL DETAIL
<br />~AT HIP CONDITION WI INT. VOL. CLG.
<br />N,T.S, REV. 3-3-04 AS
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br />
<br />-<<I"
<br />1t/~
<br />
<br />f'~. ,
<br />
<br />-......::: .
<br />~.,
<br />
<br />I'o-r---.:: "
<br />
<br />~
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />/'
<br />
<br />./"
<br />
<br />\
<br />
<br />~OTE:
<br />PLATE LENGTHS MUST BE ./"
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STU D
<br />
<br />-- ./"
<br />
<br />{5 \TOP PLATE SPLICE DETAIL
<br />~~'SCALE: N,T.S.
<br />
<br />~
<br />'f'
<br />
<br />SEE 5TRUCTl..RAL NOTE5 AND NAILING
<br />5C~EDULE FOR 5l-lEATl-liNG DETAI~
<br />
<br />X rx
<br />
<br />VARIES w/ ROOF
<br />SLOPE y..
<br />
<br />GIRDER
<br />SEE PLN. "'-
<br />FOR LOCATION ~
<br />
<br />~
<br />'f
<br />
<br />2X4 5PF BLOCKNG
<br />BETWEEN TRUSSES
<br />fiJ 24" O.C. MAX.wl
<br />(2)I6>d EA. END (TY19,)
<br />U5P MP34 fiJ -...... 16d NAILS AT
<br />2'-0" ON CENTER ,~.C. MAX. \
<br />
<br />
<br />~- I I'-.~ I 'I =
<br />
<br />~
<br />
<br />/~ I ~5l-lEATl-l!NG U
<br />
<br />V (2) USP RT3--.J
<br />(1) AT EACH BLOCK
<br />TO G.T. & (1) G.T. TO
<br />HIP JACK
<br />
<br />JACK
<br />
<br />r~RUSS
<br />, <
<br />ft,;"';"l >
<br />
<br />2 X 4 CONT. AT
<br />2'-0" O.C. WITH
<br />(2) 16d NAI LS
<br />EACH TRUSS ~
<br />
<br />
<br />I I I
<br />
<br />SEE PLN.
<br />
<br />I
<br />
<br />'I.
<br />
<br />112" SPAC
<br />
<br />U5P 5PT24 TOP
<br />U5P 5PT22 BOT
<br />OF EACH 5TUD /
<br />
<br />2x4 SPF TO a'-o/'"
<br />fiJ '6>" O,C~
<br />
<br />tf'92\EXTERIOR NON BRG. WALL DETAIL
<br />\ S-6..1 N,T.S,
<br />
<br />-
<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 />ROO FI NG FELT
<br />APA RATED STRUCTURAL SHEATHING
<br />MIN 7/16" FASTENED TO TRUSSES
<br />PER ROOF NAILING SCHEDULE
<br />
<br />~
<br />
<br />: \ '^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 'f..Jf{ ~\.. r. ~
<br />I ~ A ~ ~.. ,','" I I 1':'''<.
<br />
<br />1/2" CEILING BOARD------- ~ l ~ ~ META-L DRIP-EDGE - -
<br />3/4" P.T. NAILER ~ ./ 1\ W~,
<br />1/2" DRYWALl.: _ [}-- ~ ~ ~ """'- 2" X SUBFASCIA
<br />.... ~............... ~ CONT. VENTED ALUM SOFFIT
<br />CURTAIN NAILER """'- 8" X 8" X 16" K.O. LINTEL BLOCK
<br />1 X 4 P.T. @ WINDOWS ".O.H. W/l #5 DIA. REBAR &
<br />1 X 8 P.T. @ S.G.D. SEE ELEV. 3000 PSI CONCRETE
<br />PRECAST "U" LINTEL WI 1-#5 CONT, IN
<br />I...... 3000 PSI CONC. @ OPNGS. 6'-0" & OVER,
<br />PRECAST "U" LINTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />FILL CELL -1 #5 DIA, REBAR Wj 3000 PSI
<br />CO~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 />J\~
<br />:~
<br />
<br />R4,2 FOIL INSUL ON EXT 1.llI-----
<br />BLOCK WALLS PRECAST CONC SILL
<br />1 X 4 P.T. BASE NAILER -..o~ 8" X 8" X 16" CONC. BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />CO C S DECORATIVE FINISH
<br />N LAB ~ '- FTG. DOWEL #5 DIA. REBAR
<br />6 X 610/10 WW.M 18" IN CONC. -25" EXTEND (ACI 530)
<br />6 MIL VISQUEEN ~ " ABOVE SLAB. ALL LOCATIONS
<br />.." SHOWN ON FOUNDATION PLAN
<br />; .' , ~ / GRADE
<br />:, .'" .',lIl'.'-. .'.., ~', --:/---c--- TOP_OFSU:B-EfJ
<br />
<br />TREATED ~l . .'. "":::,:~.:0:;':: ~ ~ ~ ~
<br />CLEAN FILL.;,j ":':.~\ ~ 13
<br />
<br />,
<br />
<br />SEE FOUNDATION
<br />
<br />I 8
<br />, S-6
<br />
<br />,TYPICAL WALL SECTIODDNCRETE BLOCK
<br />
<br />I SCALE: 1/2" = 1'-0"
<br />
<br />REV. 9-3-02 V1KD/mk
<br />
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<br />~W"",f-
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<br />LAST PLOT DATE (\J
<br />March 11, 2005 @
<br /> DETAILS
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