|
<br />1/2" x 6" A307 A.B. OR
<br />~ 5/8" x 7" SIMPSON TITEN HD
<br />V THREADED ANCHOR W/ 5" MIN.
<br />EMBEDMENT
<br />W/2" WASHER @ 32" O.C.
<br />MIN. 6" FROM E~D W/P.T.
<br />IsS #2 SYP BA,SE PLATE
<br />
<br />. . " . " . ~ . ,. "'., ~~
<br />.c~~'-;~--"">~<l t> '6, I!,'J ~.:)'.-~--:,.__:-;-.-'-... :
<br />
<br />~,~ -11 ." ~ N
<br />J ~r~--~ J ~
<br />l' 1',. tr., l' 1',. t.,. ('
<br />~ '0' . ~o~ .
<br />.. ,....... ,.
<br />
<br />
<br />16" L \ W/2500 PSI CONC.
<br />W/2 #5 DIA. RODS
<br />., MIN. LAP 25" (ACI 318)
<br />INTERIOR BEARINGsEE FOUNDATION PLAN
<br />
<br />~W IUPLIFT
<br />, 5-6
<br />
<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 />:f+1 I I I~ X
<br />
<br />(2) 12d NAILS~ l7 ..
<br />TO BLOCK~ING USP- t1'
<br />TRUSSES SUH24 ~
<br />I~
<br />
<br />2X4 BLOCKI~ = - - :8 S~R~C~U~;L SHEATHING
<br />AT EA. ROOF ____ .........-j (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 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" a.c. W/#3 PT SYP
<br />@ EACH STUD :;1 BASE PLATE
<br />
<br />'~4'~~4'~~_~~_~~./~'= :I~'= SEE PLAN FOR DIM
<br />. j .. ; .. ; .. ; .. ".. ;11.. .
<br />......~..rl., =3
<br />k)>'::' ; \~'~~'-;">~'_:"'>~'_:"'>'~'_:,->.~'_:._~ - z
<br />',... ,..a... tI,. oil. ',.... '.. '." '." N _
<br />'. . 'P . ~'. o:.t'. '~>."/ -ri ~
<br />..;..;..;~y
<br />
<br />4"1 16" l?1---- SEE FND. PLAN
<br />I. II FOR FOOTING SPECS.
<br />INTERIOR SHEARWALL @ TRUSSES
<br />
<br />I 18 ,STEP-DOWN, WALIL TO TRUSS
<br />, 5-6 r\0 SCALE REV. 9/30/03 AS
<br />SHEAR CAP. 500#/L1N. FT.
<br />
<br />LSTA12 EACH SIDE
<br />@ EACH END OF WALL
<br />
<br />~T~~) I SEE ELEY. PRE.EI',GI'JEE"IED WOOD ~RUSSES @24"0/C
<br />LPlIFT COI','JECTOR (SEE SCHEDULE)
<br />/ r DOUBLE 2"x4" TOP PLATE
<br />
<br />7' .J / 2"x4" S,UDS @ 16' O/C
<br />,,_ ~CR""CT AS" Qcm,
<br />
<br />
<br />APA RATED ST:':T:::LS:::TE:'N:TL~' ~7~
<br />
<br />MI'J 7/16" FASTl'JED TO TRuSSES WI :c,
<br />ad COMMO" W:RE 'AILS @ 4' O/C
<br />BOL'JDARIES 6" O/C EDGES & 8" OIC FIELD _~_
<br />
<br />S',MPSO' S?l @ EA, ST\,;D - ~ ~
<br />2"x P.T, PLATE':'--:: t\ '- MAIl', SPAN ROOF TRLSS
<br />1/2' X 8' "J" BOLT @ 24" OIC MAX
<br />
<br />8"Xa"X16' KO. BLOCK WI 1 #5 CON;../ '
<br />A'.JD FILLED WI 2500 PSI CONCRETE /
<br />1 #5 VE'n, IN CONC FILLED CELL --.J '..
<br />_ WI STD, 90 HOO~ I'.J K,O. BLOCK L.-
<br />
<br />r 4 \KNEE WALL ABOVE MASONRY WALL DETAIL
<br />
<br />~ SCALE: N.T.S.
<br />
<br />UPLIFT CO"NECTOR
<br />(SEE SCHEDULE)
<br />
<br />-
<br />
<br />i\ TYVEK
<br />I ~/ITAR PAPER WRAPPED 6"
<br />V UP EXTERIOR FRAME WALL
<br />AND SEALED BY TYVEK
<br />INSTALLER
<br />DECO FINISH WI
<br />V STOP VULKEM
<br />CAULKED Ta
<br />............- TERMITE SHIELD
<br />
<br />1/ ,..--- TERMITE SHIELD
<br />~;'>': ,',>,,: :,';',:,',>/,':>,::;'~~
<br /><:,,~,.~"h~; "~~h~;4~~'~i4~'~'~~ " .~, " .
<br />" , ",,,, ", "',,, ' ",
<br />'. -f, J," ,"'" '. i," ;..... -.,. f, ~ ....... " } "
<br />" ", ' ". ' "', ~ ".
<br />
<br />",<\',."':,~..~, .,,,....."':..,:, >;"~',"":",:,,. ",.
<br />
<br />TOP SPLICE
<br />
<br />-
<br />
<br />DOUBLE 10d
<br />
<br />~<1.
<br />1t/~
<br />
<br />2"x TOP PLATE -./';8 L1/4" MIN. SPACE
<br />
<br />" .
<br />~
<br />r--::~. .'
<br />'r--::~
<br />~K
<br />
<br />I\-BOTTOM SPLICE
<br />OVER STU D
<br />
<br />--tL-
<br />--,..;~
<br />I VI _____ 2"x STUD @
<br />~ 24" a.c. MAX.
<br />
<br />/'
<br />
<br />2 ROWS
<br />10d @ 6" O/C
<br />
<br />v
<br />
<br />2"x P.T. PLATE~~
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE
<br />AT LEAST 8'-0" LO~G. TYPICAL
<br />
<br />/'
<br />
<br />.- EXT. FRAME WALL
<br />I 20\TERMITE DETAIL
<br />, 5-6 I N.T.S
<br />
<br />_ TYPICAL INTERIOR
<br />I 3 \ NON-.B..EARING
<br />, 5-~ SCALE: N.T.S. Kt.V. l.-.j-V.j A';:)
<br />-
<br />
<br />- V
<br />(5\TOP PLATE SPLICE DETAIL
<br />\..5_~SCALE: N.T.S.
<br />
<br />
<br />-
<br />
<br />~/8" "S" == NAIL 3/8"
<br />I SPACING I
<br />/' : - 3/4" 1:?Cf ~~. ~1/2"
<br />t!-~~-. "~1 I , ~ i~rj ;/ll
<br />
<br />SINGLE NAIL EDGE 5PACI~ DOUBLE NAIL EDtE ~~A~NG f
<br />
<br />2 - S.P.F. CONST. GRADE TOP PLATE
<br />SPLICE MIN 48" APART,
<br />~l\. ~
<br />i;~~ 'j; - F -;;' ~~~ \:~"~ -;;- ~ -;;
<br />II II I II 11I[-' ~i I II II II
<br />__II )11 II III~ III II II II
<br />I 1:1 ~ O?EI',ING '" L...:. II II
<br />o NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
<br />:: :: :: I;;::~ ~'::: II II II 0 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
<br />II "" III _ I~ ~. _ III :: ~ CD NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL
<br />II II II II III I II III II 1;1 II Q) NAIL INT. AT 6" O,C. W/8d COMMON NAIL
<br />16 dl = !.b =11 III II III II II II CD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C.
<br />F"OOR SYS~E\o1 1111 ...JJ IIL..JJ. II .lL I W/8d COMMON NAIL
<br />'- 2x8 P.T. S LL PLATE ~ ,-. CD NO SPLICE @ HEADER - NAIL SHEATHING TO
<br />(2 STORY O~LY) HEADER W/8d COMMON NAIL@ 4" o/c
<br />___ 2x4 P.T. BASE PLATE
<br />
<br />/ 7
<br />, 5-6
<br />
<br />\ WALL SHEATHING INSTALL. & NAILING SCHED.
<br />I NO 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 />12
<br />
<br />~
<br />
<br />:,^^ ^ ^^^^ ^ ^ ^ ^1i^~ ~
<br />I~'f.(
<br />
<br />1/2" CEILING BOAR~~ l
<br />3/4" P.T. NAILER ------ ~
<br />1/2" DRYWALl.: _
<br />CURTAIN NAILER
<br />1 X 4 P.T. @ WINDOWS
<br />1 X 8 P.T. @ S.G.D.
<br />
<br />~
<br />
<br />~ ~ META-L DRIP-EDGE --
<br />
<br />~~ "'- 2" X SUBFASCIA
<br />~~ ""-CONT. VENTED ALUM SOFFIT
<br />I "- 8" X 8" X 16" K.O. LINTEL BLOCK
<br />...O.H. ., W/l #5 DIA. REBAR &
<br />SEE ELEV. 3000 PSI CO~CRETE
<br />PRECAST "u" LINTEL WI 1.#5 CO:'JT. IN
<br />'OlI 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 />
<br />PROVIDE BLOCKING @
<br />/ BEARING TYP. SEE 9/5-3
<br />______ _u__u~ TRUSS/JOIST/RAFTER
<br />
<br />~:~SEEPLA~
<br />
<br />~~. 2 - 2"x4" TOP PLATE
<br />~ CONST. GRADE SPF
<br />1~ 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 />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />-
<br />-
<br />
<br />R4.2 FOIL INSUL ON EXT ______
<br />BLOCK WALLS ..A PRECAST CONC SILL
<br />1 X 4 P.T. BASE NAILER A 8" X 8" X 16" CONC. BLOCK
<br />WOOD BASE CEMENTITIOUS
<br />DECORATIVE FINISH
<br />COr-..C SLAB ~ ~ 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 />; -.,. "/- GRADE
<br />: ' ,^, l~,"',<iIl ''.., , '> '. - - - - - - TOP_OF SU:B~
<br />TREATED ~, " ,,' ....... "-P
<br />: ..1'\.!f:::T
<br />C LEA N FI L L III '\j! ::'ir.:'::.f;:LJ.U ,.,!'
<br />'0 H.u,::,:~,l,.,.UJ:::j, ~. · · f:::::;':::::' . · · ,:", r:. ';:\
<br />: :: .J
<br />
<br />8'-0" ;;.0';;
<br />MAX. "
<br />,; ,; .
<br /> L....! .
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />SEE FOUNDATION PLAN
<br />
<br />-.
<br />
<br />~ 8 ,TYPICAL WALL SECTION CONCRETE BLOCK
<br />, 5-6 I SCALE: 1/2" = 1'-0" REV.6-9-04 MBL
<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 />TYPICAL WALL SECTION
<br />J:x I tiRIOR FRAME
<br />8-12-03 REV. AS.
<br />
<br />SCALE: 1/2" = 1'-0"
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<br />0 March 02, 2005
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