|
<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 />~I I I I I I J.:~ X
<br />
<br />(2) 12d NAILS~ V" LSTA12 EACH SIDE
<br />TO BLOCKING US V @ EACH END OF WALL
<br />~~CSSEY ~ SUH24'/ IX _ _ _ _ _
<br />
<br />2X4 BLOCKI~J--- ~ S~R~C~U~;L SHEATHING
<br />AT EA. ROOF l--01 (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. INTERIOR - EXTEND
<br />TO ROOF SHEATHING
<br />:~ 1/2"x 12" A.BOLT 6" FROM ENDS
<br />2x4 ~,PF STUDS THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@160,C'V:EMBEDWEDGEBOLT6"FROMENDS
<br />USP SPT22 ___ THEN 32" O,C. W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />_ ~ TYVEK
<br />r ~I/!TAR PAPER WRAPPED 6"
<br />V UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH W/
<br />V STOP VU LKEM
<br />CAULKED TO
<br />~TERMITE SHIELD
<br />
<br />~TE,RMIT~ S~I:LD ,
<br />.: ....,:...,,: ;':",: ;,>,: "',>,.: ,:,:',: "','~~
<br />
<br />"-,. ".,,", '-, "'.,,", '- . '" > ' '
<br />'. .' >. " " ~ ~" . t" ", ~ ~ ~'" "', . .
<br />
<br />.:' .: J. ;"',.;' .: J. ,<;"'".:' ,,"..i :/....: .,~; ,,'"
<br />'.,:: ,.~ .'(' ',,:: ".; ,~"~:: h; ,'~ "~ ",
<br />" . r_,." , 6", , ""
<br />. '.
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br />
<br /><<1~
<br />.1t/11,:
<br />
<br />2"x TOP PLATE../~ L1/4" MIN. SPACE
<br />
<br />"~. .'
<br />
<br />r--" .
<br />
<br />~.,
<br />i'. r---:: .
<br />
<br />~.,
<br />K
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />--1vL-
<br />
<br />* ___ 2"x STUD @
<br />~ 24" O.C. MAX.
<br />
<br />/
<br />
<br />....../
<br />
<br />2"x P,T, PLATE~k"
<br />
<br />I
<br />
<br />f\-BOTTOM SPLICE
<br />OVER STU 0
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE V
<br />AT LEAST 8'-0" LONG, TYPICAL
<br />
<br />-- V
<br />J 5,TOP PLATE SPLICE DETAIL
<br />\~SCALE: N.T.S.
<br />
<br />I
<br />
<br />_ EXT. FRAME WALL
<br />I 20\TERMITE DETAIL
<br />, 5-6 I N,T.S
<br />
<br />__ TYPICAL INTERIOR
<br />J 3 'NON. ,RItLQ.
<br />\ 5-~ SCALE: N.T,S. KeV. l-.j-U.j A::S
<br />-
<br />
<br />.4'4'4'4'4'.'
<br />'''~~''''~''.'''~''.'''J-''.'''"" .... .I~.. SEE PLAN FOR DIM
<br />.. .. ,. .. .. , .. , .. ".. ,11.. .
<br />Ii, "i ~='..:.' .4 ~= . .. . .. . .. . .. . =3
<br />I I' I to I I to .
<br />~.";.. ~../:~.-;':-:'."'t~~..~~.-;~~.-;~.- N ~
<br />'. . .0 . .'. o~~. . .'. '" :?:
<br />.. .
<br />.. ; .. ; .. ; ..
<br />
<br />4"L 16" L;-I-- SEE FND. PLAN
<br />" FOR FOOTING SPECS,
<br />~ INTERIOR SHEARWALL @ TRUSSES
<br />~ 18 \STEP-DOWN, WALIL TO TRUSS
<br />, 5-6 ':-"0 SCALE REV. 9/30/03 AS
<br />SHEAR CAP. 500#/L1N, FT,
<br />
<br />~ ~/8" ~~~~I~.~AIL ~/8"
<br />: - 3/4" 1/" ~fs \ (1/2"
<br />t!--:1. S ~ ?4 ~ 1: ~ 1/~" I
<br />I or -on} -... -. _1. I 'f it"' -0- + -~~ ;\- J1.
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL E6~E ~~A~NG f
<br />
<br />2 - S.P,F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~
<br />
<br />Ir " - 1;= -II II - ?'.. - - 11r'r;,.- - 11- T -II'
<br />
<br />-~Ii I II I;:~~\:~ I II II II
<br />II II II 1111 , l\!ll I II It II
<br />__II )11 II III~ III I II II II
<br />II III OPE~ING '" ~ II "
<br />- 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II I III ~ III II II II
<br />II II II I;: 1r \. III II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II III _ ~ " _ III II ~' @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL
<br />II II II II III I II III II II II I G) NAIL INT, AT 6" O.C. W/8d COMMON NAIL
<br />'6 dl = !!: =11 III I II III II II II I [) STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />FLOOR SYSTC\-1 II I ..JJ 11L...ll. If .JL' W/8d COMMON NAIL
<br />'-- 2x8 P.T, S LL PLATE ~ ~: CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />(2 STORY O:-"LY) HEADER W/8d COMMON NAIL@ 4" o/e
<br />___ 2x4 P.T. BASE PLATE
<br />
<br />I 7
<br />, 5-6
<br />
<br />,WALL SHEATHING INSTALL. & NAILING SCHED.
<br />J NO SCALE REV. 02-11-04 MD
<br />
<br />~12 SEE ELEY
<br />(TYP) I PRE.E~GI'iEERED WOO. D TRUSSES@24"0/C
<br />~PLiFT CONNEC~OR (SEE SC~EDULE)
<br />I r DOUBLE 2"x4" :OP PLATE
<br />
<br />r j / 2"x4" SWJS @ 16" O/C
<br />~ ~CR!C~ET~S R QU,RED
<br />
<br />SI\-1plor-..SP2@EA.S"~D-1if~I~~ ~~
<br />
<br />APA RATED STR~CT URAL SHEATHING./ ~ ~
<br />MIN 7/16" FASTE'iED ~O TRUSSES WI :F.
<br />ad COM\-10N WIRE NAILS @ 4" O/C
<br />80"0"'" ,. DID com... DID "eco ". ~
<br />
<br />S'VPSOr-.. S?l @ EA. STuD _ ~ -
<br />2.x P.T. PLA. TE~ , '- MAIr-.. SPAN ROOF TRUSS
<br />1/2" X B" "J" 30LT@ 24" Ole MAX../ .
<br />. / UPLIFT CO'<NECTOR
<br />B"XB"X16" K.O. BLOCK WI 1 #5 CONT.../"' (SFE SCHEDULF)
<br />A'JD FILLED WI 2500 PSI CO~CRETE / - -
<br />1 #5 VERT. ,r-.. CO'JC. FILLED CELL -./ ,
<br />WI STD. 90 HOOK I'J K.O. BLOCK
<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 />I 4
<br />\ 5-6
<br />
<br />,KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />12
<br />
<br />~
<br />
<br />i\^^^^^^^^^~ .
<br />
<br />Il..,lA,l,l,l.... .~
<br />
<br />1/2" CEILING BOAR~~ l
<br />3/4" P.T. NAILER ~ /
<br />1/2" DRYWALl: _
<br />-r
<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__~ TRUSS/JOIST/RAFTER
<br />
<br />~ :~SEEPLA'
<br />
<br />..,) 2 - 2"x4" TOP PLATE
<br />~ CONST. GRADE SPF
<br />lOiS- SPLICE MIN, OF 24" APART
<br />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 />12 PRE-ENG. WD TRUSSES @ 24" O,C.
<br />~5 INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19
<br />I ~ TRUSS ANCHOR (SEE PLAN)
<br />:...........~ FIBERGLASS SHINGLE
<br />:........... ROOFING FELT
<br />~^^"^^~^^^^~n.J't!... ~ I/" SEE ROOFING SCHEDULE
<br />1'~).).~'t......J...~
<br />
<br />1/2" CEILING 'BOARCc ~ ~ MET~L DRI; EDGE -
<br />USP SPT24 AT TOP -".......... ~
<br />AND USP SPT22 AT BOTTOM ... ~ 2" X SUBFASCIA
<br />1/2" DRYWALL ~I ~ CO NT. 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 !3EE 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 l/: 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-ll F.G. BATTS S-6 SIDES & 6" O.C. INTERIOR
<br />WOOD BASE P.T. 2" X 4" #2 SYP BASE PLATE
<br />~~ . ~ w/1/2" X 8" A,B. OR 5/8"X7"
<br />CONC SLAB~ \. "\.: L1Q..J WEDGE BOLT, w/2" WASHER @
<br />6 X 6 10/10 w.w.M'1 " '\2=9J 32" O.C. MIN. 6" FROM END
<br />I- ~ GRADE
<br />6 MIL VIS9UE~N,1i" ~','; ,,','>,.\? r_,,-/- _ ~o.P OF ~LAB +
<br />
<br />~>.,. > ',,' ~1:5:W :
<br />TREATED I ,,;:,~../,.~ C\l00 0
<br />, , " - . ' "" ...J e:( C\I
<br />CLEAN FILL: . ~,>,: :,~ ~ 13
<br />, "'- SEE FOUNDATION PLAN
<br />
<br />~~ ---------
<br />I ~ ~ METAL DRIP EDGE
<br />[J~ "
<br />~ ~ ~ 2" X SUBFASCIA
<br />~f--........... ~ CONT. VENTED ALUM SOFFIT
<br />~ 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 CONT. IN
<br />...,. 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 />CO~C. 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 ~ PRECAST CONC SILL
<br />1 X 4 P.T. BASE NAILER k0 8" X 8" X 16" CONC. BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />CO~C SLAB ~ DECORATIVE FINISH
<br />FTG. DOWEL #5 DIA. REBAR
<br />SEE FOND, PLAN ~..... ~ 7" IN FOOTING. EXTEND 25" (ACI 530)
<br />6 MIL VISQUEEN . . ABOVE SLAB, ALL LOCATIONS
<br />SHOWN ON FOUNDATION PLAN
<br />: , . ., '/- GRADE
<br />:. ..~' '> ,.,.., _ _____ TOP_OFSlAB--L<b
<br />
<br />: .:. '.' ., . .=~ "-P
<br />
<br />j JI'm~] ,~
<br />
<br />1/2" x 6" A307 A.B. OR
<br />~ 5/8" x 7" SIMPSON TITEN HD
<br />(/THREADED ANCHOR W/ 5" MIN.
<br />EMBEDMENT
<br />W/2" WASHER @ 32" O.C.
<br />m MIN. 6" FROM E~D W/P.T.
<br />v. ' . ' .~.. '. ~2'G~YP BASE PLATE
<br />";J'~~.-;~--r:<tJ. t> 'to If,'J ,~:;-~-~--:,~-,~,U\: :
<br />" ~...J, .,,' I~F N
<br />J ~r~--~ J ~
<br />. ., Ill. "" ' '''''!It.,
<br />, '0' . '0' .
<br />" .. II '" . ..,
<br />
<br />
<br />r 16" T W/2500 PSI CONC.
<br />I, )r W/2 #5 DIA. RODS
<br />MIN. LAP 25" (ACI 318)
<br />INTERIOR BEARINGSEE FOUNDATION PLAN
<br />~~/UPLIFT
<br />
<br />\~ 5-6 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 />TREATED
<br />CLEAN FILL
<br />
<br />;,,.:
<br />
<br />8'-0"
<br />MAX,
<br />
<br />..'.
<br />.,; ,;
<br />
<br />4!........! ·
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />-9' TYPICAL WALL SECTION
<br />, \Fx I ~R IR FRAME
<br />, 5-ElJ 8-12-03 REV. AS. SCALE: 1/2" = 1'-0"
<br />
<br />-
<br />
<br />{8\TVPICAL WALL SECTION CONCRETE BLOCK
<br />\...5-6 1 SCALE: 1/2" = 1'-0" REV.6-9-04 MBL
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<br />....J DETAILS
<br />-
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