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<br />
<br />~IIIIII~ :x
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<br />2X4 BLOCKI~;:.r---- :8: S~R~C~U~A-L SHEATHING
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<br />PANEL JOINT AT USP SPT24--- I ........--3" O.C. EDGES STAGGERED
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<br />
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<br />, S-6 I NO SCALE REV. 9/30/03 AS
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<br />1\ TYVEK
<br />- r V; /TAR PAPER WRAPPED 6"
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<br />TYPICAL INTERIOR
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<br />II II II 1?=rm- \t"" III II ~ @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL
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<br />
<br />J--. VARIES wi ROOF
<br />\f' SLOPE
<br />
<br />I 7
<br />, S-6
<br />
<br />x
<br />
<br />IX
<br />
<br />IX
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<br />-
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />~ 24" O.C. MAX..lJ1 2 X 4 CO NT. AT
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<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
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<br />0 March 11, 2005
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<br />-
<br />
<br />12
<br />
<br />12 PRE-ENG. WD TRUSSES @ 24" O.C.
<br />'15 INSULATION BAFFLE
<br />'0 BATT OR BLOWN INSULATION MIN. R-19
<br />~ TRUSS ANCHOR (SEE PLAN)
<br />i ~ FIBERGLASS SHINGLE
<br />: ~ ROOFING FELT
<br />~ ^ ^ ^ ^ ^ ^ ^ ^ ^ M1'i11.. ~ ~ SEE ROOFlr\G SCH EDU LE
<br />
<br />1/2" CEILlNG:BO:R~'" ^ ^ "'^^^^- ~~~ -~ MET~L DRI; EDGE -
<br />USP SPT24 AT TOP ~ ,
<br />AND USP SPT22 AT BOTTOM ~ '-..... ~2" X SUBFASCIA
<br />1/2" DRYWALL- - ~I ~ 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. (~~liE~S696~~~WISE NOTED- SEE PLAN)
<br />ADDED BELOW THE HEADER W/ 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 26jS-4 OR 27jS-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 />W/2-12d EA. END W/ APA RATED
<br />(2) 2 x SILL~ STRUCTURAL SHEATHING (MIN. 7/16")
<br />1/2" DRYWAL 7 NAIL 3" O.C. TOP & BOTTOM, 4" C.C.
<br />R-11 F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
<br />P T 2" X 4" #2 SYP BASE PLATE
<br />WOOD BASE ~'\.. ~ w;i/2" X 8" A,B. OR 5/8"X7"
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<br />6 X 610/10 W.w.M. -. ~ // /~ ~~~gEC' MIN. 6" FROM END
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<br />6 MIL VIS:UEE,~., ~,.:, ",:\~ ~ ~ -=- : _...1.01' OF 5,LAB -+
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<br />CLEAN FILL: <o,':,.~ iiSffi
<br />I < "
<br />
<br />, ""-- SEE FOUNDATION PLAN
<br />
<br />~
<br />
<br />:, ^ l\l\l\11 ^ ^ ^ ^ ^ ^Jf\ ^).""
<br />
<br />; ...... A... . .. ,'<..
<br />
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<br />3/4" P.T. NAILER ------ ./ \
<br />1/2" DRYWALl.: _ )-
<br />--
<br />
<br />CURTAIN NAILER
<br />1 X 4 P,T, @ WINDOWS
<br />1 X 8 P.T. @ S.G.D.
<br />
<br />~
<br />
<br />----------
<br />
<br />~i~ METAL DRIP EDGE
<br />
<br />J~I'-......... ~ 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 />S-EE ELEV. 3000 PSI CONCRETE
<br />PRECAST "U" LINTEL WI 1-#5 CONT. IN
<br />3000 PSI CONC. @ OpNGS. 6'-0" & OVER.
<br />""'IlI~PRECAST "U" LINTEL ALL OPENINGS
<br />_'" UNDER 6'-0".
<br />;:j .- FILL CELL -1 #5 DIA. REBAR WI 3000 PSI
<br />CONC. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW W/ SCREEN
<br />
<br />SEE STRUCTURAL NOTES AND NAILING ~
<br />SCHEDULE FOR SHEATHING DETAIL~ X
<br />
<br />
<br />
<br />~LER TO
<br />~ GIRDER TRUSS.
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<br />WEB CROSSING
<br />MATCH TRUSS /
<br />~ BOTTOM PROFILE /
<br />:: '=X X ----1-
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<br />DBL. ~I "-1/2" SPACE
<br />PLATE "- HEIGHT
<br />
<br />~~I~ ~ :: ~~~~_~~i_~_~~~~_____________~~~I~~_ _
<br />1 I R:S",- OF EACH STUD
<br />I .............2X4 BLOCKING
<br />
<br />2X4 SPF BLOCKIr-..G
<br />BETWEEN TRUSSES
<br />@ 24" O.C. MAX.wl
<br />V(2)16d EA. END (TYP.)
<br />
<br />HIP GIRDER
<br />
<br />il--TRUSSES
<br />SEE PLN.
<br />
<br />TRUSS END
<br />
<br />%.
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />USP MP34 @
<br />EACH BLOCK
<br />
<br />R-4.2 FOIL INSUL ON EXT ....______
<br />BLOCK WALLS - PRECAST CONC SILL
<br />1 X 4 P.T. BASE NAILER 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 10/10 W.w.M ~ 18" IN CONC. -25" EXTEND (ACI 530)
<br />~ ABOVE SLAB, ALL LOCATIONS
<br />6 MIL VISQUEEN ." SHOWN ON FOUNDATION PLAN
<br />
<br />: ., ,', "_,, ,.: .' / _ _ ~R~Dfop .OF SlA.B--E$l
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<br />~., "':':'..:A;,~".,:,..." .~ 3:w 0
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<br />(2) USP RT3
<br />(1) AT EACH BLOCK
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<br />HIP JACK
<br />FILLER BLOCK
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<br />TO STUD AT WALL
<br />W/ 4 - 12d. END NAIL
<br />TO TRUSS GIRDER
<br />
<br />SHEATHING
<br />2x4 SPF TO 8'-0"
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<br />
<br />~L-
<br />
<br />-
<br />
<br />(19.nEXTERIOR NON BRG. WALL DETAIL
<br />, S-6.JAT HIP CONDITION WI INT. VOL. CLG.
<br />
<br />- N.T.S. REV. 3-3-04 AS
<br />
<br />SEE FOUNDATION
<br />
<br />TYPICAL WALL SECTION
<br />EA I t::RIOR FR, E
<br />8-12-03 REV. AS.
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<br />I' 8 "TYPICAL WALL SECTIODDNCRETE BLOCK
<br />, S-6 J SCALE: 1/2" = 1'-0" REV, 9-3-02 MKD/mk
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<br />J 9
<br />, S-6
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<br />SCALE: 1/2" = 1'-0"
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