|
<br />NOTE:
<br />PLATE LENGTHS MUST BE .....V
<br />AT LEAST 8'-0" LOI\G. TYPICAL
<br />
<br />.- ,/"
<br />I 5 ,TOP PLATE SPLICE DETAIL
<br />, S-6 ISCALE: N.T.S.
<br />
<br />,
<br />I
<br />I
<br />
<br />: I
<br />
<br />
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<br />
<br />
<br />I'll' .1 II 1'''<.
<br />, ~----------
<br />
<br />1/2"CEILlI\GBOAR~~ l ~ ~METALDRIPEDGE
<br />3/4" P.T. NAILER ~ ~ I \ ~,
<br />1/2" DRYWALl.: _ 1)-1\ ~ '-..... ~ 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.~ W/l #5 DIA, REBAR &
<br />1 X 8 P.T. @ S.G,D. SEE ELEV, 3000 PSI CONCRETE
<br />PRECAST "U" LINTEL WI 1-#5 CONT, IN
<br />I "'OIl 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 />CO~C. ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PLANS
<br />ALUM FRAMED WINDOW WI SCREEN
<br />
<br />R4.2 FOIL INSUL ON EXT ~
<br />BLOCK WALLS I.....
<br />1 X 4 P,T. BASE NAILER ~
<br />WOOD BASE
<br />
<br />CONC SLAB ~
<br />SEE FOND, PLAN ~
<br />6 MIL VIS~UEEN ~ : :
<br />
<br />
<br />I
<br />
<br />:.',"; ~_,:>",">"<'':-'''I ",4
<br />I .. ~Tf-;t~~~i~~ ~
<br />:"'~
<br />i ~ ~
<br />~~
<br />
<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 1. ~ ~
<br />
<br />(2) 12d NAILS~ V
<br />TO BLOCK~ING / USP- /' /
<br />TRuSSES SUH24 ~
<br />X X
<br />-----
<br />
<br />2X4 BLOCKIN 2 S~R~C~U~;L SHEATHING
<br />AT EA. ROOF __..-- (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 ~,PF STUDS THEN 32" O.C. - OR 5/8" w/8 1/2"
<br />@160,C'/:EMBEDWEDGEBOLT6"FROMENDS
<br />USP SPT22____ THEN 32" O,C. W/#3 PT SYP
<br />@ EACH STUD ~ BASE PLATE
<br />
<br />_ )\ TYVEK
<br />I /j/!TAR PAPER WRAPPED 6"
<br />i"" 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 />~TE~MIT~ SHI~LD,
<br />
<br />: ~',l~ '.,.; ,,',(.;.~l!.: "'A"''''~lI.,'' '1'4'''/lI.~~ "'"to,,.: "",(,':4;:;;-
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<br />~ "I" ..." "I'" '. ~.. 1 .,,~ .. ~.. l
<br />" '.~ ,. '. .,,"'... .. ~. ;-'
<br />
<br />"
<br />
<br />2"x TOP PLATE /~ L1/4" MIN, SPACE
<br />
<br />"
<br />~
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />~t"-
<br />~,;-
<br />V ____- 2"x STUD @
<br />.--- 24" O,C. MAX.
<br />
<br />,/"
<br />
<br />2"x P.T, PLATE~
<br />
<br />, .,.,.
<br />
<br />_ EXT. FRAME WALL
<br />I 20 ,TERMITE DETAIL
<br />'S-6 N.T.S
<br />
<br />_ TYPICAL INTERIOR
<br />(3 \ NON-llEARING
<br />\....S-6 J SCALE: N.T,S, KtV. l-,j-U,j 1-\::,
<br />
<br />
<br />-
<br />
<br />-
<br />
<br />, .. . .. . .. . .. . .. . .:'"
<br />'''~~~~~~~~:>~~:>..., ';" .I~.. SEE PLAN FOR DIM
<br />~ , . , . , ). '\:~='~~(:~~= . ';" . ';' . ';" . ';" I 3' .
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<br />.. . I'() . ... o~. . ..V'. ....., ~
<br />.. .
<br />.. , .. , .. , to
<br />4"L 16" l;:--------- SEE FND, PLAN
<br />,. FOR FOOTING SPECS,
<br />_ INTERIOR SHEARWALL @ TRUSSES
<br />
<br />I 18\STEP-DOWN. WALIL TO TRUSS
<br />, S-6 I NO SCALE REV, 9/30/03 AS
<br />SHEAR CAP, 500#/L1N, FT,
<br />
<br />~/8" "S" = NAIL 3/8"
<br />1 SPACING 1
<br />
<br />r : - 3/4" lX'f ~O r1/2"
<br />:1_S_~_. ~~1 I ,,'l~r~~l
<br />
<br />SINGLE NAIL EDGE SPACI~ DOUBLE NAIL EDtE ~JA~NG f
<br />
<br />2 - S.P,F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~ ~
<br />I=.~;~ ~ - F -;;' ~;:~-,:~" -;;- ~ -;;'
<br />II II II III \~; II II II
<br />-:-11 ) II II III ~ III II II II
<br />II I,,, OPE\ING III oc:o Il II Il
<br />t-lIl- 0 NAIL AT BASE 2 ROWS @ 4" O.C, W/8d COMMON NAIL
<br />II II II III~, III II II II
<br />II II II ;-~hn" \.... III II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C, W/8d COMMON NAIL
<br />II II II III _ Ir- " _ III II ~ @) NAIL OPENING PERIMETER @ 3" O,C. W/8d COMMON NAIL
<br />II II II I' III I II III II II II G) NAIL INT. AT 6" O.C. W/8d COMMON NAIL
<br />'!:: ~ = !b =", III I II III II II II CD STAGGER ALL VERT, JOINTS & NAIL @ 4" O,C,
<br />FLOOR SYSTE;~ U" It-..JI IIL....Il. II JL W/8d COMMON NAIL
<br />'- 2x8 P,T. S LL PLATE ~ ~: Q) NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />(2 STORY Or\LY) HEADER W/8d COMMON NAIL@ 4" o/c
<br />2x4 P.T, BASE PLATE
<br />
<br />I 7
<br />, S-6
<br />
<br />\ WALL SHEATHING INSTALL. & NAILING SCHED.
<br />J NO SCALE REV. 02-11-04 MD
<br />
<br />-
<br />
<br />-
<br />
<br />~12 SEE ELEY
<br />(TYP) I PRE,Ef'<GI'JEERED WOOD TRUSSES @ 24" O/C
<br />l..PLiFT eOI\<'JECTOR (SEE SCHEDULE)
<br />DOUBLE 2"x4' TOP PLATE
<br />
<br />~ 2"x4" S~UDS @ 16' O/C
<br />~. ~CR!CKET AS R QUIRED
<br />
<br />S'MPSOI\<SP2@EA.STUD~,,'" /' ~~~
<br />
<br />APA RATED STRUCTURAL SHEATHIf'<G./ ~
<br />MIN 7/16" FASTE\ED TO TRUSSES WI ::.
<br />8d CO"'~ON WIRE NAILS @ 4' ole
<br />BOCNOms 6. O/CED'" &8" O/"'''D "' ?
<br />
<br />SI~PSOr>i SPl @ EA. STUD ~
<br />2"x P,T, PLATE~ ~ ~ MAIr>i SPAN ROOF TRUSS
<br />1/2" X8' 'J' BOLT@24" O/C MAX~
<br />
<br />8"X8"X16' K,O, BLOCK WI 1 #5 CON;../ '.
<br />A'JD FILLED WI 2500 PSI CO,",CRETE I
<br />1 #5 VERT. 1\ CONe, FILLED CELL -.J '.
<br />WI STD. 90 HOOK IN K.O, BLOCK
<br />
<br />UPliFT CO'JNECTOR
<br />(SEE SCHEDULE)
<br />
<br />, 4
<br />\ 5-6
<br />
<br />KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />12
<br />
<br />SCALE: N,T.S.
<br />
<br />-
<br />
<br />PROVIDE BLOCKING @
<br />/ BEARING TYP, SEE 9/5-3
<br />uuu ___uu~ TRUSS/JOIST/RAFTER
<br />
<br />~ i~SEEPLAN
<br />
<br />~ 2 - 2"x4" TOP PLATE
<br />C2 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 />PRE-ENG. WD 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 />\"" HI"""" '^ '^ ~~~.....J. 'I/' SEE ROOFING SCHEDULE
<br />I VJJ....A.A..).. " " "^^^-^- "I..... . ~
<br />
<br />1/2" CEILING 'BOARo---l ~~-~ MET~L DRI; EDGE -
<br />USP SPT24 AT TOP ."
<br />AND USP SPT22 AT BOTTOM _ ~ 2" X SUBFASCIA
<br />1/2" DRYWALL - ~I............... 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 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 />SEE 26/S-4 OR 27jS-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 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 />0: :;g w/1/2" X 8" A.B. OR 5/8"X7"
<br />~ 20 WEDGE BOLT, w/2" WASHER @
<br />6 X 6 ~~~~OS~~,M. \ ' S-6 32" O.C, MIN, 6" FROM END
<br />-- GRADE
<br />6 MIL VIS:UE~"~." ~,::.": ::-..<! ~ : ...lOY OF "-LAB -+
<br />
<br />TREATED~' ,,:,;" ':,,;" ('\J 00 0
<br />CLEAN FILL: ' " ~':.: ,.~' ~ uj C2 ('\J
<br />I ' , >....~ ro c..:::J
<br />
<br />, ""-- SEE FOUNDATION PLAN
<br />
<br />l!.......! ·
<br />
<br />12
<br />
<br />
<br />~
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />-
<br />
<br />1/2" x 6" A307 A.B. OR
<br />~ 5/8" x 7" SIMPSON TITEN HD
<br />i/THREADED ANCHOR W/ 5" MIN,
<br />EMBEDMENT
<br />W/2" WASHER @ 32" O.C,
<br />MIN, 6" FROM Er\D W/P,T,
<br />. ' .' v~~ -. . -. #2'i3~YP BASE PLATE
<br />
<br />'w---.- ~- -..,....... <l ,I'~' '. -'- ...~-;-':... -'-
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<br />CLEAN FI LL
<br />
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<br />MAX.
<br />
<br />16"
<br />
<br />[' ~'
<br />
<br />W/2500 PSI CONC.
<br />W/2 #5 DIA, RODS
<br />MIN, LAP 25" (ACI 318)
<br />_ INTERIOR BEARINGsEE FOUNDATION PLAN
<br />
<br />, 14.r\w/UPLIFT
<br />, S 6 I 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 />,.
<br />
<br />'1
<br />
<br />,
<br />
<br />TOP SPLICE
<br />
<br />DOUBLE 10d
<br /><-;"
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<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />/
<br />
<br />\;
<br />
<br />\-BOTTOM SPliCE
<br />OVER STUD
<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 />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 />"/ GRADE
<br />-7 - - - - - TOP_OF S~B-<$
<br />
<br />" ~,
<br />~~
<br />
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<br />. ., ~
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<br />
<br />~9 TYPICAL WALL SECTION
<br />( ~ \EXTERI.O.R FRAME
<br />~ 8-12-03 REV. AS,
<br />
<br />.-
<br />
<br />I 8 \TYPICAL WALL SECTION CONCRETE BLOCK
<br />, S-V SCALE: 1/2" = 1'-0" REV.6-9-04 MBL
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<br />
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