|
<br />2 ROWS 8d @ 6" O.C \ /;(2) SYP#2 TOP PLATE
<br />8d NAILS @ 6" O.C~ ROOF OR
<br />TO BLOCKING \ r FLOOR SHEATHING
<br />~ -I 1 I 1 1 I f:~ ~
<br />
<br />(2) 12d NAILS~ j L.
<br />TO BLOCK~IJNG USP- I /V
<br />TRUSSES SUH24 ~
<br />I) ~
<br />-----
<br />
<br />2X4 BLOCKI~ ~ S~R~C~U~A-L SHEATHING
<br />AT EA. ROOF __l---i (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 />@ 16 Q.C. /EMBED WEDGE BOLT 6" FROM ENDS
<br />USP SPT22 ___ / THEN 32" O.C. WI#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />. .. . .. . '" . .. . .. . c .
<br />~....~..i.~~.~"'~~"'_".J."".' .Ibo. SEE PLAN FOR DIM
<br />, . , . , . " . " ,,', ."', .
<br />.4,.~~..4.~~".t~~ . '" .... . ".. ..... =3
<br />ll'~'." '~,~':~,.~~,.~~,'':''7,'''-'7..''-P N ~
<br />., . l' . ~" o~... . ~" ..-1 ~
<br />.. I .. , .. ,-;-....,
<br />
<br />4"l 16" l;1--- SEE FND. PLAN
<br />"II ,. FOR FOOTING SPECS.
<br />
<br />_ TYVEK
<br />~V(!TAR PAPER WRAPPED 6"
<br />, UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />/ STOP VULKEM
<br />CAU LKED TO
<br />v---- TERMITE SHIELD
<br />
<br />~ TERMITE SHIELD
<br />Y ~:'.,',,",.:'. ;:",:",',,"..:,,;.::.;,;;--
<br />
<br />"> ~.; ," ',,:: "-; ,'~ "> ~.; ... "'., ~/ '.;.'" "
<br />~ , '. h" , '-"" ' "'~' , ~,
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br />
<br />2"x TOP PLATE -./'8 L1/4" MIN. SPACE
<br />
<br />K~. .
<br />K~. ..
<br />~~
<br />
<br /><<1"
<br />11/;1,:
<br />
<br />~~-
<br />1
<br />v ~- 2"x STUD @
<br />~ 24" O.C. MAX.
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />.J../
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />/"
<br />
<br />'\
<br />
<br />2"x P,T. PLATE-......, '5<
<br />
<br />,
<br />
<br />, '~ '; ~ ~ ~
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE V
<br />AT LEAST 8'-0" LO~G. TYPICAL
<br />
<br />"-,' "',"!
<br />
<br />\-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />, "" ~ " '" ' '.
<br />." ,.'~" ., ',," ,,~" .. -.,"' ~'~ " '\,
<br />
<br />.
<br />
<br />" ' ~-"., ' ~" ,- , "'-
<br />'~ .. ."
<br />
<br />TYPICAL INTERIOR
<br />J 3 ,N IN-Bt=JlRIN.G,
<br />\ 5-6 I SCALE: N.T.S. KtV. l-.:S-U.:S A~
<br />
<br />__ EXT. FRAME WALL
<br />(20 \TERMITE DETAIL
<br />\..5-6 J N.T.S
<br />
<br />-
<br />
<br />-
<br />
<br />.-
<br />
<br />,/
<br />TOP PLATE SPLICE DETAIL
<br />lSCALE: N.T.S.
<br />
<br />J 5
<br />\ 5-6
<br />
<br />-
<br />
<br />2 - S.P.F, CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~." ~
<br />;~ ~ - '= -;; I;:~':~" -11- ~ -;;'
<br />-~'i II II 1111 \ ~I II II
<br />_;....11)11 II III~ III II II
<br />II .lll- O?E\ING III II II
<br />
<br />II II II ~1I1 ~,,1I1
<br />II II II hlr \ - III
<br />II II II III - Ir- " - III
<br />II II II II III I II III
<br />1= 'h dl = !b =JI, III I II IIi
<br />FLOO~ SYSTEIA
<br />
<br />~/8" "S" = NAIL 3/8"
<br />0, SPACING 01
<br />~,~ - 3/4" 1:"~ ~ ~1/2'
<br />/ . ~S~ ~ 'J5\.,. -I I ~ r\ 1/~"1
<br />/ ~;-!--r--o-o _ / ...... ;'--.-+-cr:~,L_~
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL E6~E iI=A'ct~
<br />
<br />.- INTERIOR SHEARWALL @ TRUSSES
<br />(18'STEP-DOWN. WALlL TO TRUSS
<br />\ 5-6 / NO SCALE REV. 9/30103 AS
<br />~ SHEAR CAP. 500#/L1N. FT.
<br />
<br />II
<br />II
<br />II
<br />~II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />
<br />o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />1111['\ II -... @) NAIL OPENI\G PERIMETER @ 3" O.C. W/8d COMMON NAIL
<br />~
<br />II II Q) NAIL INT. AT 6" O,C. W/8d COMMON r\AIL
<br />II II CD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />"JL W/8d COMMON NAIL
<br />~: CD NO SPLICE @ HEADER - "AIL SHEATHING TO
<br />HEADER W/8d COMMON NAIL@ 4" o/c
<br />2x4 P.T. BASE PLATE
<br />
<br />II I --.Jl IlL...ll.
<br />
<br />'- 2x8 P.T, S LL PLATE ~
<br />(2 STORY ONLY)
<br />-----
<br />
<br />, 7
<br />\ 5-6
<br />
<br />,WALL SHEATHING INSTALL. & NAILING SCHED.
<br />
<br />J~O SCALE REV. 02-1104 MD
<br />
<br />-
<br />
<br />12
<br />-;;:vD\l SEE E L EY
<br />~(TYP) . P.~E.E\GI\EE~ED WOOD nUSSES@24'0/C
<br />~ L?LiFT CO"'JECTD~ (SEE SC-IEDULE)
<br />! r DOUBI_E 2"x4" ~OP P..ATE
<br />
<br />L "i / 2"x4" STLDS @ 16" O/C
<br />
<br />
<br />5'esO' 5". [A no; :~~"~ C<CT ^' ':"mo
<br />
<br />
<br />A?A RATED STRLCTURAL SHEATHING -./ ~
<br />~I'J 7/:6" FASTE"E:) TO TRCiSSES W/ fe.
<br />8d CO~"'O'< W~""E r>A LS @ 4" O/C
<br />8D~NDARIES 6' O/C EDGES & 8" O/C FIELD __
<br />.I ~
<br />S,lAPSO'; SP1 @ EA STLO ~
<br />2'x n ?LAT~~ ~l ~ ,""AI" S?A'< ROOF TRuSS
<br />1/2" X 8" "J" BOLT@ 24" O/C V:AX-'
<br />, / U?LlFT CO\"EC~O~
<br />8'X8'X16' K.D. BLOCK W/ 1 #5 CaNT,../" (SEE SCHEOUcF)
<br />A'<O FILLED WI 2500 PSI CO\C""ETE / -
<br />1 #5 VERT. ,r> CO'"C. FILLED CELL --.J
<br />.- W/ STD. 90 HOOK 1\1 KO. 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 SHI~GLE
<br />ROOFING FELT
<br />APA RATED STRUCTURAL SHEATHING
<br />MIN 7/16" FASTENED TO TRUSSES
<br />PER ROOF NAILING SCHEDULE
<br />
<br />, 4 ,KNEE WALL ABOVE MASONRY WALL DETAIL
<br />, 5-6 J SCALE: N.T.S.
<br />
<br />12
<br />
<br />I
<br />
<br />
<br />~~
<br />
<br />: '^ lIlIlIlIlI 71 7\ II 7\ lIJf\ ~\.. ,,~
<br />
<br />Itll1.l .. .. ..x
<br />
<br />1/2" CEILING BOAR~~ l
<br />3/4" P.T. NAILER ~ ./ 1\
<br />1/2" DRYWALl.: _ I~
<br />..,...
<br />
<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 />..uu __un_~ TRUSS/JOIST/RAFTER
<br />
<br />~ :~SEEPLAN
<br />
<br />~ 2 - 2"x4" TOP PLATE
<br />~ 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 />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 />; 15 INSULATION BAFFLE
<br />~ BATT OR BLOWN INSULATION MIN. R-19
<br />~~l TRUSS AI\CHOR (SEE PLAN)
<br />: _ FIBERGLASS SHINGLE
<br />: ROOFING FELT
<br />~ II /I. /I. II. II. II. II. II. /I. 71 ""~~.- SEE ROOFI~G SCHEDULE
<br />I~)..J.~~~
<br />
<br />1/2" CEILlNG'BOARo---l ~. ~-~ MET~L DRI~ EDGE -
<br />USP SPT24 AT TOP ~ "-
<br />AND USP SPT22 AT BOTTOM ~ "--- '-- ~2" X SUBFASCIA
<br />1/2" DRYWALL ~ ~ 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/S-4 OR 27/S-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 ASTV1 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 />~ ~ "~ w/l/2" X 8" A,B. OR 5/8"X7"
<br />CONC SLAB~ ~ LlQj WEDGE BOLT, w/2" WASHER @
<br />6 X 6 10/10 Ww.M'1 ~ ~~ 32" O.C. MIN. 6" FROM END
<br />'- ~ -GRADE
<br />6 MIL VIS?UE~",.. ~.,:, .:.'-.3~ _ ~O'p OF "LAB -+
<br />
<br />TREATED~';:.:;~;<""::>; N ~1!5 0
<br />CLEAN FILL! ~~':;,..~ '" gffi N
<br />
<br />, "'- SEE FOUNDATION PLAN
<br />
<br />---------- ~ ----------
<br />-----...,..1 ~ METAL DRIP EDGE
<br />[J~ ~
<br />--............ ~ ~2" X SUBFASCIA
<br />A'-..-.... ~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 />1"011I 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 WI 3000 PSI
<br />CONC. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW WI SCREEN
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />-
<br />-
<br />
<br />R4.2 FOIL INSUL ON EXT ~
<br />BLOCK WALLS ~ PRECAST CONC SiLL
<br />1 X 4 P.T. BASE NAILER l0 8" X 8" X 16" CONC. BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />CO~C SLAB DECORATIVE FINISH
<br />~ L- ~ FTG. DOWEL #5 DIA. REBAR
<br />SEE FOND. PLAN ~ 7" IN FOOTING, EXTEND 25" (ACI 530)
<br />~ , ' ABOVE SLAB. ALL LOCATIONS
<br />6 MIL ViSQUEEN ' . SHOWN ON FOUNDATION PLAN
<br />: , , III'" FGRADE
<br />: , . ';' l"','.:"~ .,:... . ';., '. - _ _ _ _ _ TOP_OF S~B~
<br />
<br />~~::~EF~LL :' '.. ~ '.J! ':' . ,.~ \.P
<br />. ...;~. ..'.:;....\
<br />: .: '
<br />I
<br />
<br />1/2" x 6" A307 A.B. OR
<br />~ 5/8" x 7" SIMPSON TIT EN HD
<br />I/THREADED ANCHOR W/ 5" MIN.
<br />EV1BEDMENT
<br />W/2" WASHER @ 32" O.C.
<br />MIN. 6" FROM END W/P.T.
<br />. ' . ' ~., .., ~2'B:YP BASE PLATE
<br />
<br />~',,!'~.;~--r."'<'J~,t. I! :J '~:)'~-:--:'~-'~f''-.-'- =
<br />J ,,, ~~ 4 - -;- ~ J ' ~
<br />
<br />, ',. 1lI., , ',. 1lI...
<br />. , '0' . '0' ,
<br />. ' II,. ,II
<br />
<br />II 1111~
<br />II~ ....'" I. '\
<br />16" W/2500 PSI CONC.
<br />I. W/2 #5 DIA. RODS
<br />~ .., MIN. LAP 25" (ACi 318)
<br />_ INTERIOR BEARINGsEE FOUNDATION PLAN
<br />
<br />J14),w/UPLIFT
<br />, 5-6
<br />
<br />;
<br />
<br />8'-0" ;;:.;;
<br />MAX, ,.
<br />",';'
<br /> ....
<br /> L.....! .
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />-9' TYPICAL WALL SECTION
<br />J 'Ex I ~RIOR FRAME
<br />\ 5-6 8-12-03 REV. AS, SCALE: 1/2" = 1'-0"
<br />
<br />~ 8
<br />, 5-6
<br />
<br />,TYPICAL WALL SECTION CONCRETE BLOCK
<br />
<br />J SCALE: 1/2" = 1'-0" REV. 6-9-04 MBL
<br />
<br />-
<br />
<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 />
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