|
<br />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.},w/UPLIFT
<br />, S-6
<br />
<br />2 ROWS 8d @ 611 O.C \ /;(2) SYP#2 TOP PLATE
<br />8d NAILS @ 611 O.C\ ROOF OR
<br />TO BLOCKING \ FLOOR SHEATHING
<br />I-t-t-f. J J t- ~
<br />I- /,::::g
<br />
<br />(2) 12d NAILS~ V ..
<br />TO BLOCK~ING US~,/ V'
<br />TRUSSES SUH24
<br />X I~
<br />
<br />- - -
<br />
<br />2X4 BLOCKII'\
<br />AT EA. ROOF
<br />PANEL JOINT AT USP SPT24
<br />48" O.C. MAX @ EACH STUD
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />-----
<br />
<br />2 S~R~C~U~A-L SHEATHING
<br />........-1 (MIN. 7/1611). NAIL w/l0d @
<br />I ...............3" O.C. EDGES STAGGERED
<br />V- & 6" O.C. INTERIOR - EXTEND
<br />~ TO ROOF SHEATHING
<br />
<br />2x4 SPF STUDS------- 1/2"x 12" A.BOLT 6" FROM ENDS
<br />" THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@16 O.C. V:E~BED WEDGE BOLT 6" FROM ENDS
<br />USP SPT22 ___ THEN 32" O.C. W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />'~~'';.'~~'';.~~'_:~J''''.;""',,,~ :1..: SEE PLAN FOR DIM
<br />.. , ~ , .. , .. j .. ".. ..II.. .
<br />.. ....'....4.. =3
<br />k\~:.;.\~~,:~:.:\:.:\:.~....:.;-:\:.;- ~ ~
<br />t.:~:\'~~...' ~~
<br />.........
<br />4"1 16" 1 4" -------- SEE FND. PLAN
<br />)!: ~ FOR FOOTING SPECS.
<br />
<br />__ INTERIOR SHEARWALL @ TRUSSES
<br />I 18 ,STEP-DOWN. WALIL TO TRUSS
<br />, S-6 NO SCALE REV. 9/30/03 AS
<br />_ SHEAR CAP. 500#/L1N. FT.
<br />
<br />--
<br />
<br />~;;) I SEE ELEV. PRE.EI\GI '<EERED WOOD ~RUS SES@24"0/G
<br />UPLIFT COI\'-iE.CTOR (SEE SCHEDULE)
<br />/ r DOUBLE 2"x4" iOP PLATE
<br />
<br />U I 2"x4" STUDS@ 16" O/C
<br />
<br />
<br />',"eso, "'2. EA "'o~..~~ cA:umD
<br />
<br />
<br />APA RATED STRLCT~RAL SHEATHING./ ~
<br />'vI1'< 7/16' FASTE"ED TO TRUSSES WI ::,
<br />8d CO'vl'vlO'< WIRE MILS @ 4" O/C
<br />BOU'<DA.'liES 6" O/C EDGES & 8" O/C FIELD :_::
<br />
<br />S,VPSO" SP1 @ EA. S:W /'f':
<br />2"x P,T PLATE~ ~I ~ "',AIN SPA.'< ROOF TRUSS
<br />1/2" X 8" "J ' BOLT @ 24" O/C MAX--' .
<br />, / UPLIFT CO'<'<ECTOR
<br />8"XB"X16" K.O. BLOCK WI 1 #5 CONT..../. (SEE SCHEDULE)
<br />A'<D FILLED WI 2500 PSI COI\CRETE /
<br />1 #5 VERT. IN CONC. FILLED CELL--.J
<br />WI STD, 90 HOOK 1'< K.O. BLOCK _
<br />
<br />I 4
<br />, 5-6
<br />
<br />,KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />-
<br />
<br />_ TYVEK
<br />I ;, /j,TAR PAPER WRAPPED 6"
<br />V- UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />V STOP VU LKEM
<br />CAULKED TO
<br />~ TERMITE SHIELD
<br />
<br />~____TERMITE SHIELD
<br />
<br />~...:::;.>.: ";:':: :;"':.: .,>,: :;:~
<br />; .;.: .. ~ ~ ; :~'" .. ~ ~ ; .:".0 ~ ~ ~ ; .:: ~,~ ~ '~" ' ,
<br />" . >-,." , lo., '" , 10., ' " ",
<br />
<br />: ,': ,i,'~ ,...:. ,.: -<.... ,":- ,.: ),.... ...."... ",': )"
<br />
<br />..-/....; '>; ~/..:'~ ~y'<.-: ~ ~
<br />~ . i>" ~ . i>" ~ . i>,~
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br /><<1"
<br />1t/~
<br />
<br />2"x TOP PLATE /~ L1/41l MIN" SPACE
<br />
<br />"~. .'
<br />~. .'
<br />"~
<br />
<br />2 ROWS
<br />10d @ 6" OIC
<br />
<br />--~~
<br />_ri~
<br />IVI ____ 2"x STUD @
<br />~ 24" O.C. MAX.
<br />
<br />/'
<br />
<br />v
<br />
<br />1\
<br />
<br />2"x P.T. PLATE---.....~
<br />
<br />NOTE:
<br />PLATE LEl\GTHS MUST BE ./
<br />AT LEAST 8'-0" LOl\G. TYPICAL
<br />
<br />I\-BOTTOM SPLICE
<br />OVER STU D
<br />
<br />__ EXT. FRAME WALL
<br />I 20 ,TERMITE DETAIL
<br />'S-6 N.T.S
<br />
<br />~ TYPICAL INTERIOR
<br />( 3 \.NON- :ING
<br />~ SCALE: N.T.S. [tv. l-;j-U;j A::i
<br />
<br />~ ,V
<br />( 5 ,TOP PLATE SPLICE DETAIL
<br />~SCALE: N.T.S.
<br />
<br />-
<br />
<br />~/8" "S" = NAIL 3/8"
<br />01 SPACING "1
<br />r ~ - 3/4" 1~ ~~" ~1/2"
<br />, ~_Sr;_. "~1 r , -~ l~--rl~/ll
<br />
<br />SINGLE NAIL EDGE SPACI~ DOUBLE NAIL E6~E ~JA~NG f
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART\
<br />~., ~
<br />.~:f~ ';- F -;;' ~;:~~\:~~~~-;;- ~ -;;'
<br />III II 11 III ~~; II II I'
<br />_-'1 J II II III ~ III II II II
<br />II I,,, OPEI\ING '" oc:::. II II
<br />i"IIIo 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II L- III ~"III II II II f'3I NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II II I?-hr '\' III III r-. II _ \::.I
<br />II II II 111- I~ -n _ III II I~ I @) NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL
<br />II II II 11 III II II' II II II I Q) NAIL INT. AT 6" O.C. W/8d COMMON NAIL
<br />16 dl = !b =11 ~ III II III II II II I C0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O,C.
<br />FLOOR SYS~E\o1 II11 ..JJ IIL...J.I. II .Jl. I W/8d COMMON NAIL
<br />'-- 2x8 P.T. S LL PLATE '---0--J ~: CD NO SPLICE @ HEADER - i\AIL SHEATHING TO
<br />(2 STORY ONLY) HEADER W/8d COMMON NAIL@ 4" o/e
<br />___ 2x4 P.T, BASE PLATE
<br />
<br />I 7
<br />, S-6
<br />
<br />,WALL SHEATHING INSTALL. & NAILING SCHED.
<br />I ~O SCALE REV. 02-11-04 MD
<br />
<br />12
<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 />PROVIDE BLOCKING @
<br />/ BEARING TYP. SEE 9/S-3
<br />.u___ _uu__~ TRUSS/JOIST/RAFTER
<br />
<br />~ :~SEEPLA~
<br />
<br />~ 2 - 2"x4" TOP PLATE
<br />1::8: CONST. GRADE SPF
<br />""--- 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 />WISIMPSON 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 />~~I:: 15 INSULATION BAFFLE
<br />BATT OR BLOWN INSULATION MIN. R-19
<br />TRUSS ANCHOR (SEE PLAN)
<br />FIBERGLASS SHII\GLE
<br />ROOFING FELT
<br />~1.1.1.l-.l-.l-.1." 7\ 7\ ~~ ~ ~ if' SEE ROOFING SCHEDULE
<br />I~AA~'- ~ _________
<br />
<br />1/2" CEILlI\G'BOARo-l ~~ METAL DRIP 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 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 />SEE 26/5-4 OR 27/S-4 l/: 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-ll F.G. BATTS S-6 SIDES & 6" O,C. INTERIOR
<br />WOOD BASE ~ ~ P.T. 2" X 4" #2 SYP BASE PLATE
<br />~ EX '~ w/1/2" X 8" A,B. OR 5/8"X7"
<br />CONC SLAB~ 1::8 ~ WEDGE BOLT, w/2" WASHER @
<br />6 X 6 10/10 W.W,M. -. I' ~~ 32" O.C. MIN. 6" FROM END
<br />~ GRADE
<br />6 MIL VIS:UEE"":' _, : .:: c.: t.;~~ ~ : ,...l0!, OF S_LAB -+
<br />
<br />TREATED'I~""".:""':" NOO 0
<br />. . '" . . .-< -I <( N
<br />CLEAN FILL! '~",>.o:., ~ffi
<br />, "'- SEE FOUNDATION PLAN
<br />
<br />~
<br />
<br />: \ 7\ 7\ ^ ^ ^ ^ ^ 7\ 7\ 7\ 7\1fI ^' f. ~
<br />
<br />I .. 1. ;...... i."<
<br />
<br />1/2" CEILING BOAR~~ 1
<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 />l ~ ~ METAL DRIP EDGE
<br />
<br />~~ ~ 2" X SUBFASCIA
<br />~",~ CONT. VENTED ALUM SOFFIT
<br />""'- 8" X 8" X 16" K.O. LINTEL BLOCK
<br />...O,H, ... Wll #5 DIA. REBAR &
<br />SEE ELEV. 3000 PSI COl\CRETE
<br />PRECAST "u" LINTEL WI 1-#5 CO,\JT. IN
<br />1""Il 3000 PSI CONC. @ OPNGS. 6'-0" & OVER.
<br />~PRECAST "U" LINTEL ALL OPENINGS
<br />L---~ UNDER 6'-0".
<br />~ ;....- FILL CELL -1 #5 DIA. REBAR W/ 3000 PSI
<br />CONC. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW WI SCREEN
<br />
<br />-
<br />
<br />R-4.2 FOIL INSUL ON EXT y.--
<br />BLOCK WALLS .A
<br />1 X 4 P.T, BASE NAILER
<br />WOOD BASE
<br />CONC SLAB ~
<br />SEE FOND. PLAN ~ ~
<br />6 MIL VISQUEEN "
<br />: , , '/ GRADE
<br />TREATED : . , ': ~,,:~,;, -7 - - - - - TOP !JF SLA,B-Efl
<br />
<br />CLEAN FILL i.,'~ ~~~~
<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 />
<br />1/2" x 6" A307 A,B, OR
<br />~ 5/8" x 7" SIMPSON TITEN HD
<br />YTHREADED ANCHOR WI 5" MIN.
<br />EMBEDMENT
<br />W/2" WASHER @ 32" O.C.
<br />MIN, 6" FROM El\D W/P,T,
<br />. ' . ' ~"' '", ~2"B~YP BASE PLATE
<br />
<br />
<br />..._--.-~--.-" <l I~'~' ',-"-,~-;-'--"-
<br />~a""llr. ,'....~I6.,,~'/..........._a...1lI. =
<br />,'.......J. ,~, N
<br />J ~r~--~ J ~
<br />, '...!lrr.... ' " Ill....
<br />~ '0' . ~o~ ,
<br />.. 1".... .. ,..,
<br />
<br />8'-0" ~~
<br />MAX, ..,
<br />,;,;,
<br /> >.
<br /> .. .
<br /> L......! .
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />16"
<br />
<br />['
<br />
<br />"
<br />
<br />,.
<br />
<br />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 />j 9\~~~~~~a:'r~k~~CT'ON
<br />
<br />, S-6 J 8-12-03 REV. AS. SCALE: 1/2" = 1'-0"
<br />-
<br />
<br />~ 8
<br />, S-6
<br />
<br />,TYPICAL WALL SECTION CONCRETE BLOCK
<br />
<br />J SCALE: 1/2" = 1'-0"
<br />
<br />REV, 6-9-04 MBL
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