|
<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 />k 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 ~ ....-"'I (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 />T 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 />I... ,. ,11 I, FOR FOOTING SPECS,
<br />__ INTERIOR SHEARWALL @ TRUSSES
<br />
<br />I 18 ,STEP-DOWN. WALlL TO TRUSS
<br />, S-6 NO SCALE REV, 9/30/03 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./
<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 />'" "I" " "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" LO~G. TYPICAL
<br />
<br />\-BOTTOM SPLICE
<br />OVER STUD
<br />
<br />__ EXT. FRAM E WALL
<br />(20\TERMITE DETAIL
<br />\..S-~ N,T.S
<br />
<br />-
<br />
<br />__ TYPICAL INTERIOR
<br />I 3 "\ NON-BEARlNG
<br />, S-6 J 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 />1= 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/S-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 Tt-,.~",,~ SEE ROOF! NG SCH EDU LE
<br />I 'TT'T"O'TT' :.: 'l. ~ J. ~'I:..... ~
<br />VJJJJ.-..).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,l1 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?UEE."'.. . ':: ::.: >,,\! ~ : --I0j' OF "-LAB -+
<br />
<br />TREATEDI~""";"',';' N 00 0
<br />, " '" , , " ...J <t N
<br />CLEAN FILLi' ~,':.,,~ ~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:,;'j'!i!'
<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"
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|