|
2) SYP#2 TOP PLATE2ROWS8d@6" O.C \
<br />8d NAILS @ 6" O.C~
<br />TO BLOCKING \
<br />lllllll~
<br />2) 12d NAILS~ / ..
<br />TO BLOCK~ING 1/
<br />uSP- 1TRUSSESSUH24 ~
<br />IX X
<br />2X4
<br />BLOCKI~ - - ~ S~
<br />R~C~
<br />U~;L SHEATHING AT EA. ROOF ___
<br />l--' (MIN. 7/16"). NAIL w/l0d @ PANEL JOINT AT
<br />USP SPT24 _______3" O.C. EDGES STAGGERED 48" O.C.
<br />MAX @ EACH STUD ,..- & 6" O.C. INTERIOR - EXTEND r- TO ROOF SHEATHING 1/
<br />2"x 12" A.BOL
<br />T 6" FROM ENDS 2x4 SPF STUDS---- ..@ 16" 0 C
<br />THEN 32" O.
<br />C. - OR 5/8"
<br />w/8 1/2"EMBED WEDGE BOLT 6" FROM ENDS USP SPT22 _____
<br />THEN 32" O.C. W/#3
<br />PT SYP @ EACH STUD N BASE PLATE ROOF OR
<br />r- FLOOR SHEATHING LSTA12 EACH SIDE
<br />@ EACH
<br />END
<br />OF WALL
<br />4'4,'4'
<br />4'4 '7"1'1....
<br />SEE PLAN FOR DIM j " j " j ..
<br />j " ",. ,11.. .
<br />I)"; ....~...',.. =1 4:, . ....' . ....' . ...:' . ....' . .i::'" d 'I ,'- d rO. = Z
<br />4"4"
<br />4"
<br />4' . . N-1' . ~.. O..t.:. . ..../ ...... ~j..,.. ,-~~4"L
<br />16" l ~ SEE FND. PLAN
<br />I... ,. , I... FOR
<br />FOOTING
<br />SPECS.
<br />INTERIORSHEARWALL @ TRUSSES 18'STEP-DOWN.
<br />WALIL TO TRUSS 1 S-
<br />6 J ~O SCALE
<br />REV. 9/30/03 AS
<br />SHEAR CAP. 500#/L1N. FT.12 v SEE ELEY T
<br />P) I . P~o.E\
<br />GI,::
<br />UEDWOOD
<br />TRLiS.SES@24'0/C LPLiFT CO\,"ECO~ (SEE SCrlEDJLO)DOUBLE 2'.x4" ;-OP PLA-E
<br />2"x4" STLDS @ 16"
<br />O/C i .;(. ~'CR'''ET ^"
<br />j'''CD SPsn24@EA.STLCI~"r~~ ~A?A
<br />RAED
<br />S-RLCTL.RAL SHEA-
<br />H'<G -./ ~VI,'<
<br />7/16" FASTE'<ED TO TR"SSES WI ::.
<br />Sd COVlVO'< W:RE \AILS @ 4" O/C
<br />3ce'"'''' 6" % mG" "" O/eF"" c<. ?LSP SPT22 @
<br />EA S-LD""VA '2"
<br />x
<br />P.T. PLATE:--:::' '- '- V.
<br />AI\ SPA'<
<br />ROOF TR"SS 1/2" X S" "J" 30LT @24'. O/C
<br />ViAX-/'UPliFT CO'",ECO~SX8X16' K.O. BLOCK WI 1 #5 CO\
<br />T.../ (SEE SCHEDU'
<br />F)A'<!J FILLED WI 2500 PSI CO,"CRETE I --1 #5
<br />VERT. 1\ CO,"C. FILLED CELL-../WISTD. 90 HOOO< ,,<
<br />K.O. '3LOCK 1 45-6 r -
<br />KNEE WALL ABOVE MASONRY WALL DETAil.SCALE:
<br />NTS.12
<br />PRE-
<br />ENG. WD
<br />TRUSSES @ 24" O.C.15
<br />INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19 TRUSS
<br />ANCHOR (SEE PLAN)
<br />FIBERGLASS SHINGLE ROOFING FELT H '^ ~ T\ ~ '^ '^ '^ '^ '^ ~").,~
<br />II' SEE ROOF1~G
<br />SCHEDULE I ~~'
<br />J''''\~~ ~1/
<br />2" CEILING 'BOARo-l ~ -~ MET~L DRI~
<br />EDGE -USP
<br />SPT24 AT TOP ~ "AND
<br />USP
<br />SPT22 AT BOTTOM _ ~ ............. "'--2"
<br />X
<br />SUBFASCIA 1/2" DRYWALL ~
<br />I ~ CONT. VENTED ALUM SOFFIT OPTION: O.H. ~(
<br />2)-2" X 12" SYP BM. OR WIF85
<br />MAXIMUM OF (3) 2 X 4 PLATES MAY BE IsEE ELEV (
<br />UNLESS OTHERWISE NOTED- SEE PLAN)ADDED BELOW THE HEADER W/ EACH . NAIL @ 6" O.C.
<br />PLY ATTACHED W/ (2) ROWS OF 16d W/2-2" X
<br />4" SPF TOP PLATES NAILS AT 8" O.C. MIN. SPLICE 48" W/12d
<br />@ 6" O.C.SEE 26jS-4 OR 27jS-4 v; ALUM FRAMED WINDOW
<br />w/ SCREEN FOR MORE
<br />INFO
<br />@ OPENING NOTE: 40" MAX.
<br />SILL CEMENTITIOUS DECORATIVE FINISH HGT,
<br />ON ALL BEDROOM 7/8" THICK PER
<br />ASTM C-926-98A WINDOWS. ~2" X 4" @ 16"
<br />O.C.2) 2 x SILL W/2-
<br />12d EA. END W/ APA RATED 1/2" DRYWAL ~ 7 ~1~
<br />LU~,T~~t\~EtT~6~~0(~,I~.,,76.~~")R-11 F.
<br />G. BATTS
<br />S-6 SIDES & 6" O.C. INTERIOR WOOD BASE _ ~ ~ P.
<br />T. 2" X 4" #2 SYP BASE PLATE w/l/2"
<br />X 8" A,B. OR 5/8"X7"CONC SLAB~ ~ WEDGE
<br />BOLT, w/2" WASHER @ 6 X 6
<br />10/10 W.WM \ \ '- ~ /\SY ~~~g{- MIN. 6" FROM END6 MIL ViS?UE~.~:ioI' ~:;';' '. ....;--..\~
<br />Y-:-/ _ _ ._I9? OF S_
<br />LAB +
<br />E~i~i;:~?;., ~ ~~
<br />R I,LL: ~ ,:."'_~ en<.;;
<br />l
<br />SEE
<br />FOUNDATION
<br />PLAN
<br />1 9
<br />S-6
<br />TYPICAL WALL SECTION FXTERlQR
<br />FRAME J
<br />8-
<br />12-03 REV.
<br />AS.SCALE:
<br />1/2" = 1'-0"A- TYVEK I /V/ TAR
<br />PAPER WRAPPED 6"
<br />V
<br />UP
<br />EXTERIOR FRAME WALL AND
<br />SEALED BY TYVEK INSTALLER DECO
<br />FINISH Wj V STOP
<br />VULKEM
<br />CAULKED TO II ~
<br />TERMITE
<br />SHIELD Itt'
<br />L~TERMITE
<br />SHIELD i>':.::--,:. ;':;..'::--r-
<br />L2"x TOP
<br />PLATE -./
<br />1j4" MIN.
<br />SPACEtL-1~V ___- 2"x STUD @ 24"
<br />O.
<br />C.
<br />MAX.I.' " '~/." . ~ I." >', \ /2"x P.
<br />T. PLATE............1 . .I
<br />EXT.
<br />FRAME WALL
<br />1 20\TERMITE DETAIL 5-
<br />6
<br />N.
<br />T.S TYPICAL INTERIOR
<br />f 3 \N.O.
<br />N-RI='~RING S-
<br />6 } SCALE:
<br />N.T.S.HEV.r-~A5
<br />8" "s" = NAIL 3/8"SPACING .,r 6_~~_~/
<br />4'~
<br />11:xf ~~SINGLE NAIL EDGE
<br />SPACI~
<br />DOUBLE NAIL ED~
<br />E ;JAIctNG
<br />f 2 - S.P.F. CONST. GRADE TOP PLATE SPLICE
<br />MIN 48" APART,I, -;, - -;; I;:~\:~ -;;-; -;;j rill::: :: ::: ~~: ::::::OPc\I'<
<br />G III I..:::- II"
<br />II II II 0
<br />NAIL
<br />AT BASE 2
<br />ROWS @ 4" O.C. W/8dCOMMON NAIL
<br />II II II ~~
<br />@-.... ::::: II II 0) NAIL AT TOP PLATE TWO ROWS @ 4" O.C.
<br />W/8d COMMON
<br />NAIL II II II III _ IIr- ~ _ III II ~ @ NAIL OPENING PERIMETER @ 3" O.C. W/8d
<br />COMMON ~AIL II II II II III I II III II II II (?) NAIL INT. AT 6" O.C.
<br />W/8d COMMON NAIL 1= '6 ::!l = ~ =Il III II III II II 11 CD STAGGER ALL VERT. JOINTS & NAIL @
<br />4" O.C.FLOOR S,YEVi II I --lJ IlL..JJ. "..u.. W/8d COMMON I'\AIL 2x8 P.T.
<br />LL PLATE ~ ~: 0
<br />NO SPLICE @ HEADER - NAIL SHEATHING TO 2 STORY Or\LY)
<br />HEADER W/8d COMMON NAIL@ 4" o/e 2x4 P.T. BASE PLATE I 7 '
<br />WALL SHEATHING INSTALL. & NAILING
<br />SCHED.NO SCALE REV. 02-11-04 MD
<br />PROVIDE BLOCKING AT BEARING TYP.
<br />SEE 9/S-3 I SEE PLAN
<br />Fo.R CONNECTOR 2 - 2x4'
<br />TOP PLATE COl\.
<br />ST. GRADE SPF
<br />SPLCE i""
<br />IN. OF 24"
<br />APART l..5P
<br />5PT24 W/6-,Od TO
<br />5'f'uD , TO TOP
<br />PLATE 2" X 4" 5PF 5TUD5
<br />fI) 16" O.C.JI USP 5PT22 ,
<br />USF=' 5Pi24 EACH 5TI..D w:
<br />U5P 5PT22 J)1(4)-:Od TO 5TUD , 4-:
<br />0d TO BA5E PLATE1/
<br />2" x12"
<br />A307
<br />A.B.WITH 8 1/2" MIN.M3B2~.
<br />o~~~~~~~':, ftgbEERND It 21' w/ #3
<br />PT SYP BASE PLATE N -?f - ~ -')"- ~.- - '- -~';~~:~~~~~~ ~_~: ~~:~~ ~ _~~!~C)..
<br />d '0 ,A ,Co.SEE
<br />PL~SEE STRUCTURAL
<br />NOTES AND NAILING
<br />SCHEDULE FOR
<br />SHEATH"G DETAIL~~LERTO I~ GIRDER
<br />TRUSS.
<br />NAILW/
<br />2 - 12d EACf-WEB CROSSING MATCH TRUSS
<br />BOTTOMPROFILE /X DBL../ ~~~
<br />1/
<br />2" SPACE ----
<br />1-PLATE '" HEIGHT USP SPT24
<br />TOP VARIES I':';":\~ '7 J . .
<br />uSP
<br />SPT22 BOT 2)
<br />USP RT3 ' I I ~ ---O'F-
<br />EAc-H-
<br />SrOiS-------------------- -1)
<br />AT EACH
<br />BLOCK ~
<br />l2X4 BLOCKING TO G.T. & (1) G.
<br />T. TO HIP JACK
<br />I FILLER BLOCK--1 AT 16"
<br />O.C. NAIL TO STUD ATWALL
<br />W/
<br />4 - 12d. END NAIL TO TRUSS
<br />GIRDER HIP GIRDER TRUSSES SEE PLN.TRUSS
<br />END J%.USP
<br />MP34 @
<br />EACH BLOCK SHEATHING 2x4 SPF
<br />TO 8'-0"@
<br />16" O.C.RAKE CUT WALL
<br />TOP TO MATCH
<br />VAULTED TRUSS BOTTOM
<br />lJ6 11TIN ,AP
<br />2-" (
<br />AC 318)INTERIOR
<br />6EARINGs~E ;
<br />OI..
<br />ND~TOl\. PLAN tl4AJ w/
<br />UPLIFT e 3,&" 5TEP-
<br />DOWN S-6
<br />2500 P51 COl\.C.
<br />w/2f5DIA. RODS1 19.1,EXTERIOR NON
<br />BRG. WALL DETAIL S-6 'AT HIPCONDITION
<br />WI INT. VOL. CLG.N.T.
<br />S.
<br />REV. 3-3-04
<br />ASNO 5CALE REV. 3-
<br />3-
<br />04
<br />A5 UPLIFT vALUE5 - (DOUBLE SIDE CONl\.ECTOR5-DOI..
<br />BLE5 VALUE BE,-OW)I (EACH CONNECTOR) EACH
<br />STUD -
<br />535 LB5, PER STUD TOP SPLICE
<br />DOUBLE 10d I"1ft/il-:
<br />f"": .I"2 ROWS 10d @ 6" O/C vr\
<br />OTE:PLATE LENGTHS MUST BE "/,,AT LEAST 8'-0" LOr\
<br />G. TYPICAL
<br />I\-BOTTOM
<br />SPLICE
<br />OVER STUD
<br />5\
<br />TOP
<br />PLATE SPUCE
<br />DETAIL S-6 }SCALE: N.
<br />T.
<br />S.J-"
<br />VARIES w/ ROOF f'
<br />SLOPE ~SEE STRUCTU~AL No.TES AI\.,
<br />D NA'UNG
<br />SCI-EDULE
<br />Fo.R Sl-lEATl-lNG
<br />DETAI~X 'X IX GIRDER '\..
<br />SEE PLN. "FOR LOCATION
<br />i'J-"
<br />SEE PLN.f'2X4 SPF B,-OCKiNG BETWEEN TRJSSES
<br />tiJ 24' o..C. MAX.
<br />wl 2 X
<br />4
<br />CONT. AT
<br />2)I~d
<br />EA. Ei\D (
<br />TY.)
<br />2'-0" O.C.
<br />WITH L..
<br />SP MP34 1il -..... 16d NAILS AT (2) 16d NAILS 2'-0."
<br />o.N CEN'f'ER ~~.C. MAX. \ EACH TRUSS \1- I ~ I ':~
<br />I I 1 I'" ~I
<br />1/2" SPAC 1\il ~SI-+
<br />EATl-lNG I L..SPSPT24 TOP /" /' (
<br />2) USP RT3 ~LiSP
<br />50T22 Bo.T (1) AT EACH BLOCK
<br />OF
<br />EACl-l STUD ~ TO
<br />G.
<br />T. & (1) G.T. TO 2x4 SPF TO 6'-0./
<br />HIP JACK 1il1~"0.C~JACK TRUSS 1
<br />19.2 ,EXTERIOR NON BRG. WALL DETAIL 1 S-6
<br />J ~U.S.I I
<br />1\ ^ ^ T\ ^ ^ ^ ^ ^ ^ '
<br />f.. J:.Jff),)., ;;"
<br />J
<br />J
<br />J 1 1 1 ,'!<..1/2" CEILING ~OARD~ ~
<br />l 3/4" P.T.
<br />NAILER ~ ./
<br />II
<br />1/2" DRYWALl: _ 1)-CURTAIN
<br />NAILER 1 X 4 P.T.
<br />@ WINDOWS 1 X 8
<br />P.T. @ S.G.D.
<br />PRE ENGINEERED WD TRUSSES@
<br />24" O.
<br />C.INSULATION BAFFLE BATT OR BLOWN INSULATION
<br />MIN. R-19 TRUSS ANCHOR (SEE PLAN)FIBERGLASS SHINGLE
<br />ROOFING FELT APA
<br />RATED STRUCTURAL SHEATHING MIN 7/
<br />16" FASTENED
<br />TO TRUSSES PER ROOF NAILING SCHEDULE
<br />12 MARBLE STOOL 1
<br />X 2
<br />P.T
<br />FURRING METAL DRIP EDGE
<br />2" X SUBFASCIA CONT. VENTED ALUM
<br />SOFFIT I ~ 8" X
<br />8"
<br />X 16"
<br />K.O. LINTEL BLOCK O.H.
<br />W/
<br />l #5 DIA.
<br />REBAR &SEE ELEV.
<br />3000 PSI CONCRETE PRECAST "
<br />U" LINTEL W/ 1-#5 CONT. IN ll 3000 PSI
<br />CONC. @ OPNGS, 6'0" & OVER.PRECAST ."
<br />U" LINTEL ALL OPENINGS UNDER
<br />6'0"FILL CELL -1 #5 DIA. REBAR
<br />W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION &
<br />FLOOR PLANS ALUM FRAMED WINDOW
<br />W/ SCREEN R4.2
<br />FOIL INSUL ON EXT .A--------BLOCK WALLS ~ PRECAST CONC
<br />SILL 1 X 4 P.
<br />T. BASE NAILER
<br />8" X 8" X 16"
<br />CONC. BLOCK WOOD BASE CEMENTITIOUS CONC SLABDECORATIVEFINISH FTG. DOWEL #5
<br />DIA. REBAR 6 X 6 10/10 W.w.M ~ 18" IN CONC. -25"
<br />EXTEND (ACI 530)
<br />ABOVE SLAB.
<br />ALL LOCATIONS
<br />6 MIL VISQUEEN .. > SHOWN ON
<br />FOUNDATION PLAN I .. "/ GRADE I'; ~"'~': ':':~',.,.: /:,.:. .~ - - - c- - ~ _O~A_B~TREATED: .. ":',~:..:;:. ,'" ....,:, ~ ~ ~ ~I , .. ;. (. W 0::CLEAN FIL~ : ..'..::.:.'
<br />en <.;;l SEE FOUNDATION
<br />J 8,TYPICAL WALL SECTIODDNCRETE BLOCK S-
<br />6 } SCALE:
<br />1/
<br />2" = 1'-0"REV. 9-
<br />3-02 Y1KD/
<br />mk W LL~O::
<br />00::0 W lL.
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<br />N
<br />@ 5-6
<br />OF
<br />25 LAST PLOT
<br />DATE Mareh 11,
<br />2005 DETAILS
|