|
<br />1/2" X 6" A307 A.B. OR
<br />~ 5/8" x 7" SIMPSON TITEN HD
<br />;/THREADED ANCHOR WI 5" MIN.
<br />E\I1BEDMENT
<br />W/2" WASHER @ 32" O.C,
<br />MIN. 6" FROM END W/P.T.
<br />. . .. v~., '-, #2-B~YP BASE PLATE
<br />~".,J"~--;~-:r:<~ t. 'to I~ ;J ~.:.;:.-~--:,.-.-:-,--.-.- :
<br />
<br />" ~ --.JI ,~.. N
<br />J ~r~--~ J ~
<br />, ',. ~ ' ',." ~
<br />, , ~
<br />.. '0,....: '0'" ,'" Ii
<br />. .
<br />
<br />
<br />16" T W/2500 PSI CONC.
<br />*' W/2 #5 DIA, RODS
<br />MIN. LAP 25" (ACI 318)
<br />-. INTERIOR BEARINGsEE FOUNDATION PLAN
<br />
<br />I 14.1\w/UPLIFT
<br />, S-6
<br />
<br />(2) SYP#2 TOP PLATE
<br />
<br />2 ROWS 8d @ 6" O.C \
<br />8d NAILS @ 6" O.C~
<br />TO BLOCKING \
<br />~I I I r r rj:~
<br />
<br />(2) 12d NAILS~ / ..
<br />TO BLOCKJING USP- 1
<br />TRUSSES SUH24 ~
<br />X
<br />-----
<br />
<br />2X4 BLOCKIN ~ S~R~C~U~A-L SHEATHING
<br />AT EA. ROOF ~ ....-"'1 (MIN, 7/16"). NAIL wll0d @
<br />PANEL JOINT AT USP SPT24 .......__3" O.C. EDGES STAGGERED
<br />48" O.C. MAX @ EACH STUD ~ & 6" O.C. INTERIOR - EXTEND
<br />v- TO ROOF SHEATHING
<br />--- 1/2"x 12" A,BOLT 6" FROM ENDS
<br />2x4 SPF STUDS---
<br />" THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@ 16 O,C. /EMBED WEDGE BOLT 6" FROM ENDS
<br />USP SPT22 ___ THEN 32" O.C, W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />ROOF OR
<br />r FLOOR SHEATHING
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />. .. I .. I .. I .. I .. I . .
<br />
<br />~"':~::~''''~'~I')::''~i~~:\:~~~ . ~.. .~. . ~:~~..P.LAN FOR3DIM. .
<br />
<br />~,..J.. ~,.j:~f"'i:~f~:~,1:~~,'t'''-~,.''. N ~
<br />'. . .0 . . '. o~. . . '. " "'"
<br />.. to I c::::
<br />.. J .. I .. I ..
<br />
<br />4"l 16" l ;t-- SEE FND. PLAN
<br />1.1 ,. ,11 I, FOR FOOTING SPECS.
<br />_ INTERIOR SHEARWALL @ TRUSSES
<br />
<br />I 18 ,STEP-DOWN. WALlL TO TRUSS
<br />, S-6 NO SCALE REV. 9/30103 AS
<br />SHEAR CAP. 500#/LlN. FT.
<br />
<br />~~;) I SEE ELEY PRE.E\GI"EERED WOOD TRJSSES@24"0/C
<br />L?L1FT COr;NECTOR iSEE SCHEDULE)
<br />/ r DOuBLE 2",4.' TO? ?LATE
<br />
<br />L r u. / 2",4" STLDS @ 16" O/C
<br />
<br />
<br />S'"'!O'S?2."mD~"~~ A~C'RED
<br />
<br />
<br />A?A RATED STRLCTURAL SHEATHING / ~
<br />MIN 7/16" FASTENED TO TRUSSES W/ ::.
<br />8d COMIvIO" WIRE MILS @ 4" O/C
<br />BOL'<DARIES 6" O/C EDGES & 8" O/C FIELD __
<br />
<br />SIV1?SOr; SPl @ EA. ST1..,D I ~
<br />2", ?T. ?LA. T~:'-:;: ~ I '- YAIr; SPA" ROOF TRUSS
<br />1/2" X 8" "J" BOLT@ 24" O/C 'v'iAX.J
<br />, / UPLIFT CO"NECTOR
<br />8"X8"X16" K.O. BLOCK WI 1 #5 CONT..../" (SEE SCHED LEI
<br />A"D FILLED WI 2500 PSI COr;CRETE / U
<br />1 #5 VERT. IN CONC. FILLED CELL--I
<br />_ WI STD. 90 HOOK I" K.O. BLOCK '-
<br />
<br />(4 ,KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />~ SCALE: N.T.S.
<br />
<br />-
<br />
<br />TYVEK
<br />~VV.TAR PAPER WRAPPED 6"
<br />r UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH W/
<br />/ STOP VU LKEM
<br />CAULKED TO
<br />V-- TERMITE SHIELD
<br />~TERMITE SHIELD
<br />: ,~',':;',": .: ;:;>.,:~':;;>~:;:':,>.,:.." ':;"',:" .~;;.-
<br />
<br />" > ",." > '-",,, " .... I' , ,.
<br />~,,~ ~'~ '.....~ 4'" "~'~ 4"'~"'~ 1"
<br />""". " "h,," """, ' '"..
<br />.~ ',;' "':," ." .~/, .....~., .~..("....~.,. "l
<br />" ' " ,. , '....' < ....
<br />.~ .~ .~
<br />
<br />TOP SPLICE
<br />
<br />-
<br />
<br />.J
<br />
<br />
<br />2"x TOP PLATE ./ ~ L1/4" MIN. 5PACE
<br />
<br />DOUBLE 10d
<br /><>'1"
<br />tft/ ~
<br />
<br />I' .
<br />~
<br />"" .
<br />~.,
<br />N~.'
<br />\
<br />
<br />2 ROWS
<br />10d @ 6" OIC
<br />
<br />~1v-
<br />.,-
<br />V .____- 2"x STUD @
<br />.---- 24" O.C, MAX,
<br />
<br />v
<br />
<br />/'"
<br />
<br />2"x P.T. PLATE~~
<br />
<br />J
<br />
<br />~OTE:
<br />PLATE LE~GTHS MUST BE V
<br />AT LEAST 8'-0" LOr-,.G, TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />-. EXT. FRAME WALL
<br />(20\TERMITE DETAIL
<br />\..S-~ N.T.S
<br />
<br />-
<br />
<br />__ TYPICAL INTERIOR
<br />I 3 "\ NON-BEARJ.NG
<br />, S-6 I SCALE: N.T.S. Kt.V, .l-,J-V,J /-\~
<br />
<br />-- ./
<br />
<br />~ 5"\TOP PLATE SPLICE DETAIL
<br />, S-6 lSCALE: N.T.S.
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART\
<br />~'\ ~
<br />F;~ ~- F -;; I;:~~':~" -;;- ~ -;;
<br />_~I: II II III \ ~i II II II
<br />_ ?-oIl ~ II II III ~ III II II II
<br />II ~ OPE",ING '" L.:::. II II
<br />
<br />II II II III @-...." III II
<br />II II II ~~ \-~ T
<br />II II II III - I~ " - III II
<br />II II II II III I II III II
<br />F Ib d) = !6 dl, III I II III II
<br />FLOOR SYS~E~
<br />U I ...JJ IlL....IL
<br />'-- 2x8 P.T. LL PLATE ~
<br />.-2 STORY ONLY)
<br />
<br />~/8" "S" = NAIL 3/8"
<br />~ 1 SPACING_. ~
<br />/ -': 3/4" lA.!,: ~ 1/2"
<br />, tl_S_~_. ~~1 I ,. '~fll
<br />
<br />SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EDiE ~JA~~
<br />
<br />o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON ~AIL
<br />II II CD NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />1* @) NAIL OPENIr\G PERIMETER @ 3" O,C. W/8d COMMON NAIL
<br />II II G) NAIL INT. AT 6" O.C. W/8d COM\I10N NAIL
<br />II II CD STAGGER ALL VERT, JOINTS & NAIL @ 4" O.C,
<br />II JL W/8d CO\l1MON NAIL
<br />~: CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />HEADER W/8d COMMON NAIL@ 4" ole
<br />2x4 P.T. BASE PLATE
<br />
<br />I 7
<br />, S-6
<br />
<br />,WALL SHEATHING INSTALL. & NAILING SCHED.
<br />r\0 SCALE REV. 02-11-04 MD
<br />
<br />PROVIDE BLOCKING @
<br />/ BEARING TYP. SEE 9/5-3
<br />un__ n_nn~ TRUSS/JOIST/RAFTER
<br />
<br />~ i~SEEPLAN
<br />
<br />j 2 - 2"x4" TOP PLATE
<br />~ CONST, GRADE SPF
<br />liE'- 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/SIMPSO~ SP 1 & 2
<br />EACH STUD
<br />SIMPSON SP 1 WI 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 />~ TRUSS Ar\CHOR (SEE PLAN)
<br />I FIBERGLASS SHINGLE
<br />: ~ ROOFING FELT
<br />~"^"^ '^ '^ '^ '^ '^ '^ '^ '^ n ~ ~""~ SEE ROOFING SCHEDULE
<br />I ~" :.: 'l.. ~..l ~'I:..... ~
<br />VJJJ..J..J,AA :r ---------
<br />1/2" CEILING 'BOAR~ ~ ~ METAL DRIP EDGE
<br />USP SPT24 AT TOP ~ ~ "-
<br />AND USP SPT22 AT BOTTOM ~ "'-...... '-..... ~2" X SUBFASCIA
<br />1/2" DRYWALL ~1 ~ 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 WI 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 v: 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 WI APA RATED
<br />1/2" DRYWAL 7 STRUCTURAL SHEATHING (MIN. 7/16")
<br />NAIL 3" O.C. TOP & BOTTOM, 4" a.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 />~ ;8; w/1/2" X 8" A.B. OR 5/8"X7"
<br />~ 20 WEDGE BOLT, w/2" WASHER @
<br />6 X 6 Cl~~~OS~~.M. \ " S-6 32" O.C. MIN. 6" FROM END
<br />-- GRADE
<br />6 MIL VIS?U EE."'. , . ':: ::.: >,,\! ~ : --I0j' OF "-LAB -+
<br />
<br />TREATEDI~""";"'.';' N 00 0
<br />, '. ',. , , " ....J <t N
<br />CLEAN FILL:' ~,':.,,~ ~ffi
<br />
<br />, """- SEE FOUNDATION PLAN
<br />
<br />PRE ENGINEERED WD
<br />, TRUSSES @ 24" O.C.
<br />: 12 INSULATION BAFFLE
<br />: I BATT OR BLOWN INSULATION MIN, R-19
<br />I TRUSS ANCHOR (SEE PLAN)
<br />I FIBERGLASS SHINGLE
<br />
<br />~ (/jI ROOFING FELT
<br />: APA RATED STRUCTURAL SHEATHING
<br />: "'>.!. MIN 7/16" FASTENED TO TRUSSES
<br />:\^^^^^^^^^^^~rn~~ PER ROOF NAILING SCHEDULE
<br />1~"'<.
<br />~----------
<br />~~ ~ METAL DRIP EDGE
<br />
<br />~ U~~ ~ 2" X SUBFASCIA
<br />~~ ~ CONT. VENTED ALUM SOFFIT
<br />I ~ 8" X 8" X 16" K.O. LINTEL BLOCK
<br />....O.H. Wll #5 DIA, REBAR &
<br />SEE ELEV. 3000 PSI CONCRETE
<br />PRECAST "U" LINTEL WI 1-#5 CONT. IN
<br />;""l 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 WI SCREEN
<br />
<br />1/2" CEILING BOAR~...........--.Il
<br />3/4" P.T. NAILER ~ ./
<br />1/2" DRYWALl.: _
<br />......
<br />CURTAIN NAILER
<br />1 X 4 P.T. @ WINDOWS
<br />1 X 8 P.T. @ S.G.D.
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />-
<br />
<br />R4.2 FOIL INSULON EXT ~
<br />BLOCK WALLS .~
<br />1 X 4 P.T. BASE NAILER l0
<br />WOOD BASE
<br />
<br />COr-.C SLAB ~
<br />SEE FOND, PLAN
<br />6 MIL VISfUEEN ~ :,:
<br />
<br />PRECAST CONC SILL
<br />8" X 8" X 16" CONC, BLOCK
<br />CEMENTITIOUS
<br />DECORATIVE FINISH
<br />FTG. DOWEL #5 DIA. REBAR
<br />7" IN FOOTING, EXTEND 25" (ACI 530)
<br />ABOVE SLAB. ALL LOCATIONS
<br />SHOWN ON FOUNDATION PLAN
<br />~, r-GRADE
<br />-7----- TOP_OFSU:B~
<br />
<br />:,' ,'" ~"'~"'" "', ,.
<br />I' , ' '11II.....:.'.: ' " '.,:",;' < .
<br />I .. i~-'--"'::i :;:::::~,'~
<br />I
<br />I ,
<br />I .
<br />I
<br />, _ ,J'
<br />
<br />"f;=~
<br />
<br />TREATED
<br />CLEAN FILL
<br />
<br />f::c'j,!!!'
<br />
<br />8'-0"
<br />
<br />"
<br />
<br />MAX, ,.
<br />~~
<br /> .
<br /> . ,
<br /> L....! .
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />-
<br />
<br />I 8 '\TYPICAL WALL SECTION CONCRETE BLOCK
<br />'S-6 SCALE: 1/2" = 1'-0" REV.6-9-04 MBL
<br />
<br />I
<br />~O 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 />~9 TY~LC...~L WALL SECTION
<br />{ ~ \EXT~HI IR FRAME
<br />\..S-W 8-12-03 REV, AS. SCALE: 1/2" = 1'-0"
<br />
<br />-
<br />
<br />-
<br />
<br />W
<br />LL.~O::
<br />w- 0 B: t2
<br />~w2:f-
<br />2:903
<br />W x~o::o
<br />() O::JLL.u
<br />L-- o::ozU
<br />r- D.."",w<t
<br />O D.."",,:s::,---
<br /><to<to
<br />Z wO::f-z
<br />O::LL.w
<br />W <tzo::O
<br />'1"'1 ow<to
<br />"-' W:S::(f)O
<br /><( f-~ZZ
<br />I- 0 o<t
<br />::JW-
<br />O oo::(f)W
<br /><tz2:
<br />o ~(f)w<tz
<br />LL t.::lZ~B:Q
<br /><t000f-
<br />W t;<nO::f-C3
<br />0:: ori]Q:S:::J
<br /><( LL."",o::UD..
<br />W"""wOD..
<br />::J o::of-ffi<t
<br />cy <t....JZ ....J
<br />CJ) ~....J-.O::;::l!
<br />~<t(f)0~
<br />'" 0:: ....J '-
<br />....Jw....JO
<br />....J>~ZO::
<br /><to:><t0
<br />
<br />~~....J ~
<br />en to ~ 1Q c::::::J 0 ~
<br />~'u~~<(CO
<br />~ ~ ~ (f)
<br />I en 0 ~
<br />en ~ is: t.::l
<br />~ C 0 Z
<br />- 'O.O~ g
<br />co.- -:J ......J
<br />.. en ~ co <i:
<br />OQ)w 0::
<br />'C u f-
<br />E 2:
<br />-:- 0j-~
<br />~ ~ / gs ~
<br />~~ ....J(")u::~
<br />~)~W ~~ ~LL.
<br />t.::l N (") <;t
<br />z(") (")0
<br /><t ....J (") (")
<br />O::LL.NN
<br />~ ~. g g
<br />(f) D.. C9 O)l
<br />LI'l 0 r-- r--
<br /><;t D.. 0 0
<br />(9 '-- Q) <t <;t <;t
<br />
<br />~
<br />
<br />OJ
<br />
<br />~
<br />
<br />l!J
<br />
<br />w t.::l _ (,)
<br />I ~ N Z
<br />f-. (f) 3!: CD -
<br />t.::lZw <tCD..-l
<br />(f) ~ Q 0 0:: N CD Clf
<br />. of-O O..-l~ Z
<br />ffizC3u w~:gLt 0
<br />yJ~u::t.::l II~. j::
<br />~(f)-Z f-f-.....LlJ :J
<br />t.::l 0:: &3 0 0:: LL. LL Cl. -'
<br />zWD......J 00.. 0
<br />WO(f)S(f)LL.z~ffi CI)
<br />WZ(f)COZOO C
<br />I::JzwQ~f=z'ex:: Z
<br />f- 0 ::s I (f) <t 0:: ==:;) (.lJ
<br />~~D..I-->w~oCQ Vi
<br />...... IW(f) ex:: . IJJ
<br />f-w....Jf-O::o....Jcn-,o 0
<br />(f)t.::l<t- <t.....
<br />woO::3!:8~O::<LlJ <
<br />COw::J>-o ::J <C 0
<br />W....Jf-....JNOI--.....:z:
<br />2=~~~2=~~5i ~
<br />2~tJ;83U)tJ;DD Li
<br />
<br />Q)
<br />o
<br />(")
<br />":' Z
<br />o 0
<br />co -
<br />00 I--
<br />~ o~ t.J "5.
<br />E <;t (f)~ ;t1 LI'l
<br />o ~~ 8
<br />~ ~~ N
<br />o (") ~ "
<br />~~ ~ ~
<br />I;~~::J: ~ ~
<br />(f)~oU~ ..
<br />a. <;t ::J I--
<br />"0 0:: 0:: . <(
<br />LI'la.If-WOO
<br />O"l<tD..(f)UZ
<br />
<br />.
<br />
<br />o
<br />o
<br />IJ)
<br />W
<br />l-
<br />S 0
<br />ZUJ~t'
<br />o ci .... t'
<br />- > I N
<br />UJ -l en LO
<br />- OJ 0 I
<br />> IJ) en
<br />o W [Y] IJ)
<br />l:t: [Y] t'
<br />A 0 I
<br />it I -l [Y]
<br />I UJ IJ.. ....
<br />A I-UJ <( ro
<br />..... II I
<br />~~~....
<br />i ~
<br />o
<br />o
<br />IJ)
<br />
<br />o
<br />~ ~
<br />U?~',2 0
<br />Wf-(/)w::J
<br />oz(/):::!<l:
<br />DO-I>
<br />z:::!;t:::(/)
<br /><l:NWO::~
<br />(,?"-!:;coo
<br />~o::ooo
<br />::owwU
<br /><l:.L ..Jf-
<br />o::o~L5z
<br />O::Jo::(/)~
<br />~;;woo::
<br />I (/)ti: Z::l
<br />f-_<l:<l:U
<br />
<br /> I!')
<br /> N(J) 0
<br /> ,
<br /> "
<br /> L!)6 U'-
<br /> f-(")
<br /> <tD..
<br /> N(J) 0"l0
<br /> .-I- I!')'
<br /> > <;t<t
<br /> ,,0
<br /> W ':S::
<br /> 0.::: i22:
<br />0 W-1
<br />0) 2:
<br />(/) 0-1 w 0
<br />0 0::
<br /> Z<( () >-LL.z
<br />--.J Zf-O
<br />0 <(~ - <tz-
<br />--.J I- ZW~
<br />I -(f)>
<br /> o::~ OZ-
<br />C\J - 0 WOO
<br />:c uu<t
<br /> Z ::J 0
<br />L.() ~W oz-
<br /> OW 0::
<br /> o::r=g
<br />I S Z~ f- D..-LL.
<br />('... ::c wO::....J
<br /> W(/) o::3!:<t
<br /> wwO::
<br />~ lJJ C.!:l COIl--
<br />wO(Y) - f-f-ri]
<br />Ol--u
<br />~ - ~ -1 0 0:: Z::J ,
<br />> >-OD..
<br />LO ~ <( 0 >- <tIO::
<br />I- 2:!::0
<br />z~ N 0... z3!:u
<br />~ :5O::w
<br />(/) 0 w2:
<br />:) D..zO
<br /> (f)ZI
<br />>- lJJ 0.. () -<t(f)
<br /> 2=2:::J
<br />0::: 0::: SHEET NO. D..
<br /> 0::
<br />0 u 5-6 0
<br /> u
<br /> w
<br />I- 2:
<br />0 0
<br /> OF I
<br />Z (f)
<br />(j) 25 ::J
<br /> (")
<br />lJJ 0
<br />I- 0
<br />> LAST PLOT DATE N
<br /> @
<br />0 March 01, 2005
<br />Z
<br />--.J DETAILS
<br />-
<br />
|