|
<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 />:11 IIII/~ X
<br />
<br />(2) 12d NAILS~ / ..
<br />TO BLOCK:~ING / USP- V
<br />TRUSSES SUH24 ~
<br />X IX
<br />-----
<br />
<br />2X4 BLOCKI~ - - 2 S~R~C~U~A-L SHEATHING
<br />AT EA. ROOF _____...-j (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 STU DS ------ ~
<br />@ 16" O.C. THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />/E\I1BED WEDGE BOLT 6" FROM ENDS
<br />USP SPT22 __ /' :HEN 32" O.C. W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />. 4 . 4 . 4 . 4 . 4 . -~T'.
<br />~...~~~~!:.~~:~~;-:~:'~~~' ::~~' SEE PLAN FOR DIM.
<br />k. .)":::';.'~~::~::_;"'~'-;"'~'-~'~'_:'-"~'_:- 32
<br />I." 4 ~." 4 ~." 4 ~. a. 4 ~." ~. .. ", .. N -
<br />.. , 'P ' ~'. d;... "~"/ '"""' ~
<br />~,..,,. ,~~
<br />
<br />4"l 16" l;:----- SEE FND. PLAN
<br />[.. ,. FOR FOOTING SPECS.
<br />(_ INTERIOR SHEARWALL@TRUSSES
<br />18 ,STEP-DOWN, WALIL TO TRUSS
<br />~J NO SCALE REV. 9/30/03 AS
<br />~ SHEAR CAP, 500#/L1N, FT,
<br />
<br />12
<br />~TYP) I SEE ELEY, PRE-ENGINEERED WOOD TRUSSES@24"O/C
<br />~PLlFT CO~NECTOR (SEE SCHEDuLE)
<br />L. / r DOUBLE 2"x4" TOP PLATE
<br />
<br />7 U / 2"x4" STUDS @ :6" O/C
<br />
<br />
<br />
<br />,'^ ""CO ,,::::::: ::'::0'; ,~C?"CKH " R ~U'RED
<br />
<br />MIN 7/16' FASTE'<ED TO TRuSSES WI ::.
<br />8d COM'v10'< W:RE ~AILS @ 4' O/C
<br />BO~'<DARIES 6' O/C EDGES & 8" O/C FHD _:.
<br />~ c.;""
<br />uSP SPT22 @ EA. STuD -
<br />2"x P,T, PLATE~ ~l '- MAIN SPA'< ROOF TRUSS
<br />1/2' X 8' 'J' BOLT @ 24" O/C MAX""""-
<br />, / UPLIFT CO'<NECTOR
<br />8"X8"X16" K.O, BLOCK WI 1 #5 CONT/
<br />AND FILLED WI 2500 PSI CO~CRETE I (SEE SCHEDULE)
<br />1115 VERT, IN CONC FILLED CELL--.J
<br />
<br />
<br />(4\KNEE'WALLoABOVE MASONRY WALL DETAI .
<br />
<br />, 5-6 SCALE: N.T.S.
<br />
<br />PRE-ENG, WD TRUSSES @ 24" O,C.
<br />15 INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19
<br />~:: ~~ TRUSS ANCHOR (SEE PLAN)
<br />______ FIBERGLASS SHINGLE
<br />ROOFING FELT
<br />~Jl.JI.^Jl.Jl.Jl.Jl.l\l\ln~~ J SEE ROOFING SCHEDULE
<br />I",",", -- -- 'ii I ~.
<br />
<br />
<br />1/2" CEILING 'BOARo-J ^ ^ .. ]. ~lk ~~-~ 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 WI (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 /; ALUM FRAMED WINDOW wi 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 ~ STRUCTURAL SHEATHING (MIN. 7/16")
<br />7 NAIL 3" O.C, TOP & BOTTOM, 4" a.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/l/2" X 8" A.B. OR 5/8"X7"
<br />CONC SLAB~ L1Q.) WEDGE BOLT, w/2" WASHER @
<br />6 X 610/10 W.w.M. \ " V\2Y 32" O.C. MIN, 6" FROM END
<br />- - GRADE
<br />6 MIL VIS~UE~,N-\.., ',. '" '-.:1 _ _ _ _ _ -IOJ OF S_LAB ~
<br />
<br />~",::""..:::-,,~ ~ :,:w : 'f
<br />TREATED I ",:,~, ,:,~ N 00 0
<br />CLEAN FILL: ' " i;:.:,',~ '". LLJ C2 N
<br />I _" '.. co c.;:I
<br />, "'- SEE FOUNDATION PLAN
<br />
<br />12
<br />
<br />---
<br />
<br />(9
<br />\ 5-6
<br />
<br />TYPICAL WALL SECTION
<br />\EX rERIOR FRAME
<br />J 8-12-03 REV, AS.
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />_ TYVEK
<br />~ /ITAR PAPER WRAPPED 6"
<br />" UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />/ STOP VU LKEM
<br />CAULKED TO
<br />,,--- TERMITE SHIELD
<br />
<br />~____TERMITE SHIELD
<br />~;,,-:',':;< : ,':-,: ,':>,.: :':>,..~'/,'.:~
<br />
<br />,.~:: '..; .~ '~:: "'I "'~~; lo.; ~ '''...:: ,.;. -', .'...., ' '", '. ... >
<br />
<br />, " ;-", , ,., '-"" ' "
<br />'" '( 4'" ~,. '~ .~... .-" .~ J ~ ~." .., ~"
<br />, ",.. '< '":,.,, -, .., ~ '" ' '....,
<br />
<br />'~'(","'~,:'; -\,....",...~...~,. ~"'''<''~...~,.''
<br />
<br />J
<br />
<br />
<br />2"x TOP PLATE /8 L1/4" MIN. 5PACE
<br />
<br />-'v
<br />-----"i- ___- 2"x STUD @
<br />.--- 24" O.C, MAX,
<br />
<br />2"x P.T. PLATE~ "'"
<br />
<br />EXT. FRAM E WALL
<br />I 20 ,TERMITE DETAIL
<br />'5-6 N,T.S
<br />
<br />_ TYPICAL INTERIOR
<br />, 3 \NON-BI=4,RINjl
<br />
<br />~ SCALE: N.T.S, Kt.V. l.-,j-U,j A::>
<br />
<br />-
<br />
<br />~/8" "S" NAIL 3/8"
<br />I SPACING .,
<br />~ .: 3/4" 1:' ~ ~I S 1/2"
<br />/ ~S~ ~ -1\... ~: r-- 1/~"1
<br />I o~-l--r--o-o - I ,--- - -..--!--", 1 J
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL E6~E ;JA'c1NG f
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~
<br />;~ '; - ~ -;; I;:~:~ -;;- ~ -;;
<br />,~l IIi II 1111 '~i II II II
<br />__II JII I II Ill~ III It II II
<br />" .Ill- OPl'<ING ,,,..:::. II II
<br />o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II It II I;;: III ~"III II II II CD NAIL AT TOP PLATE TWO ROWS@4"0.C,W/8dCOMMONNAIL
<br />II II II 111" III II II n-. II _
<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 Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL
<br />'k dl = !!:: =" III I II III II. II II I CD STAGGER ALL VERT. JOINTS & NAIL@4"O,C,
<br />FLOOR SYSTE~ .
<br />II -U 11L...lL " .l1. I W/8d COMMON r--;AIL
<br />~ 2x8 P.T. LL PLATE ~ \ CD NO SPLICE @ HEADER - r--;AIL SHEATHING TO
<br />(2 STORY OI\LY) L: HEADER W/8d COMMON NAIL@ 4" o/c
<br />
<br />f7\WALL SHEATHI2NGT'IBNSTALL. & NAILING SCHED.
<br />
<br />~ [\0 SCALE REV. 02-11-04 MD
<br />
<br />,
<br />
<br />PROVIDE BLOCKING AT
<br />BEARiNG TYP. SEE
<br />9/S-3
<br />
<br />
<br />~ ~ I SEE PLAN
<br />~ .. ;~ FOR CONNECTOR
<br />
<br />.. 2 - 2"x4" TOP PLATE
<br />~ ~ CONST. GRADE SPF
<br />:: ~ SPLICE MIN. OF 24" APART
<br />I ____USP SPT24 W/~-IOd TO
<br />STUD i TO TOP PLATE
<br />2" X 4" SPF STUDS e I~" O.C.
<br />WI USP SPT22 i USP SPT24
<br />EACH STUD
<br />~~.USP SPT22 W/(4)-IOd TO
<br />STUD i 4-IOd TO BASE PLATE
<br />1/2" X 12" A307 A,B,
<br />WITH 8 1/2" MIN.
<br />~ . yjEMBEDMENT W/2" WASHER
<br />~ @ 32" O.C. MIN. 6" FROM END
<br />,_ ,_ _ w/#3PTSYPBASEPLATE
<br />~ ~ ~ 'if, 21'
<br />:,;-_..._....,__L_....~... . 'I 31/2'
<br />....... .. r. ,. " ,. ~,' " "
<br />
<br />, ," ""'tr::!.J," ....." ,"
<br />....,' ,. :.~,..._!.~..---,.!_~~.-.=r::==-
<br />, ... 0'" ,0 ,4 ,
<br />. .. f' . .. "C....
<br />
<br />SEE STRUCTURAL NOTES AND NAILING _/l~
<br />SCHEDULE FOR SHEATHI~G OETAIL~ X
<br />
<br />
<br />
<br />~LER TO 2X4 SPF BLOCKING
<br />GIRDER TRUSS. BETWEEN TRUSSES -TRUSSES
<br />NAIL W/ 2 - 12d EAU @ 24" O.C, MAX.w/ SEE PLN.
<br />WEB CROSSING r-(2)16d EA, END (TYP.)
<br />MATCH TRUSS / /
<br />~ BOTTOM PROFILE /
<br />~ ..... ~ '=X X
<br />
<br />DBL. ~ -- ~"'-1/2" SPACE - - - -1-
<br />PLATE , HEIGHT
<br />'--USP SPT24 TOP VARIES
<br />'7 ~ . .
<br />r~ I I z_.u~t?~~!~~g_mmmuuuu- .
<br />
<br />HIP GIRDER
<br />
<br />-
<br />
<br />TRUSS END
<br />
<br />J%.
<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 />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 />L-
<br />
<br />~
<br />
<br />SHEATHII\G
<br />2x4 SPF TO 8'-0"
<br />@ 16" O,C.
<br />RAKE CUT WALL
<br />TOP TO MATCH VAULTED
<br />TRUSS BOTTOM
<br />
<br />,
<br />
<br />2S00 PSI CONC.
<br />wl2 ..s DIA, RODS
<br />MiN. LAP 2S" (ACI 316)
<br />_ INTERIOR 6EARINGsEE FOUNDATION PLAN
<br />
<br />,{4A")w/UPLIFT e 3,&" 5TEP-nr)llJN
<br />
<br />\ 5-6 J NO SCALE REV. 3-3-04 AS
<br />~ UPLIFT VALUES - (DOL.BLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD - S3S LBS. PER STUD
<br />
<br />4'
<br />
<br />4"
<br />
<br />:10"
<br />
<br />!19J\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 /><<1',
<br />11/~
<br />
<br />"~' "
<br />"~' "
<br />
<br />"
<br />~
<br />
<br />2 ROWS
<br />lad @ 6" O/C
<br />
<br />,,/
<br />
<br />v
<br />
<br />'\
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE ,,/
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STU 0
<br />
<br />(5 \TOP PLATE SPLICE DETAIL
<br />\,2_.vSCALE: N.T.S.
<br />
<br />J-.- VARIES w/ ROOF
<br />'f' SLOPE X
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCI-iEDULE FOR 5HEATHNG DETAI~
<br />
<br />x
<br />
<br />GIRDER
<br />SEE PLN. "'"
<br />FOR LOCATION
<br />
<br />,
<br />
<br />J-.-
<br />'f'
<br />
<br />2X4 5PF BLOCi<.NG
<br />BETI1EEN TRL..SSES
<br />fil 24" O.C. MAX-wi
<br />(2)1100 EA, END (T"( .)
<br />U5P MP34 fil -...... 16d NAILS AT
<br />2'-0" ON CENTER ~.C. MAX. \
<br />
<br />- I r-..~ I t'1 :
<br />
<br />~I
<br />/~ I ~5I-iEATHNG U
<br />. V (2) USP RT3---.l
<br />(1) AT EACH BLOCK
<br />OF EACH 5TUD / TO G.T. & (1) G.T. TO
<br />2x4 5PF TO a'-o'// HIP JACK
<br />fil 110" O.C~
<br />
<br />j
<br />'<)
<br />~
<br />
<br />2 X 4 CO NT. AT
<br />2'-0" O.C. WITH
<br />(2) 16d NAILS
<br />EACH TRUSS \
<br />
<br />
<br />I I I I
<br />
<br />JACK
<br />TRUSS
<br />
<br />SEE PLN.
<br />
<br />x
<br />
<br />!/2" 5PAC
<br />
<br />UoP SPT24 TOP
<br />USP 5PT22 BOT
<br />
<br />-
<br />
<br />,19.2 \EXTERIOR NON BRG. WALL DETAIL
<br />, 5-6 ' N.T.S,
<br />
<br />-
<br />
<br />PRE ENGINEERED WD
<br />, TRUSSES @ 24" O.C.
<br />: 12 INSULATION BAFFLE
<br />: 1 BATT OR BLOWN INSULATION MIN. R-19
<br />I TRUSS Ar\CHOR (SEE PLAN)
<br />I IJil FIBERGLASS SHINGLE
<br />~ ROOFING FELT
<br />i APA RATED STRUCTURAL SHEATHING
<br />I.... MIN 7/16" FASTENED TO TRUSSES
<br />:\ 1\ 1\ ^ 1\ 1\ 1\ 1\ 1\ 1\ 1\ ^~~'\. f.;~ PER ROOF NAILING SCHEDULE
<br />IlJ."''- II... ...:<.
<br />
<br />1/2" CEILlI\G BOARD~ .----"" 1 ~ ~ META-L DRIP-EDGE --
<br />3/4" P,T. NAILER ~./ 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 W/ 1-#5 CONT. IN
<br />,"011I 3000 PSI CONC. @ OPNGS. 6'-0" & OVER,
<br />PRECAST "U" LINTEL ALL OPENINGS
<br />UNDER 6'-0".
<br />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 />R 4.2 FOIL I~SUL 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 />CONC SLAB DECORATIVE FINISH
<br />~ FTG. DOWEL #5 DIA. REBAR
<br />6 X 6 10/10 W.w.M ~ =;
<br />. ABOVE SLAB, ALL LOCATIONS
<br />6 MIL VISQUEEN ~ SHOWN ON FOUNDATION PLAN
<br />: . GRADE
<br />I..,. .',:".'-, "'""~ _'-/__~_ TOP_OFS~B~
<br />
<br />~,..".~., ~:,:w
<br />I ::. ,~~;, ~ ."'","( ~ 0 0
<br />TREATED I . '.,' '~.::'.:"'. '::. .1 g ct: N
<br />I ,".'" , ~ WO:::
<br />CLEANFILL..:'. ',',>.:,11 COt:l
<br />,
<br />
<br />~
<br />
<br />~
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />-
<br />
<br />SEE FOUNDATION
<br />
<br />I 8
<br />\ 5-6
<br />
<br />,TYPICAL WALL SECTIODDNCRETE BLOCK
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />REV, 9"3-02 MKDlmk
<br />
<br />W
<br />lJ..~0:::
<br />'00:::0
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<br />SHEET NO.
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<br />S-6
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
<br />
<br />DETAILS
<br />
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