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<br />r:'\ TYP. "T" AND CORNER DETAIL
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<br />
<br />....."'" .
<br />
<br />~
<br />
<br />......./
<br />
<br />/'
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE
<br />AT LEAST S'-O" LONG. TYPICAL
<br />
<br />Q TOP PlATE SPUCE DETAIL
<br />S-6
<br />
<br />.....
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<br />CORNER
<br />
<br />SCALE: N,T.S,
<br />
<br />TOP SPUCE
<br />
<br />'18_
<br />-"1/k
<br />
<br />""~
<br />I ~l"
<br />'\
<br />
<br />./
<br />
<br />DOUBLE 100
<br />
<br />100 @ 8" O/C
<br />
<br />LBOTTOM SPUCE
<br />OVER STUD
<br />
<br />....../
<br />
<br />SCALE: N.T,S.
<br />
<br />2"X TOP PLATE
<br />
<br />2"X P,T. PLATE
<br />
<br />I
<br />l "
<br />1 .
<br />
<br />Ilil .J
<br />
<br />-./rl\ L 1/4" MIN. SPACE
<br />
<br />I I L USPTRl W/3-8D
<br />COMMON NAILS @ EA
<br />TRUSS OR BLOCKING
<br />(NOTE: (2) 16D TOE NAILS
<br />CAN BE USED IN UEU OF
<br />STC STRAP)
<br />
<br />---J /_
<br />
<br />---J /_
<br />
<br />"'-2"X SllJO @ 24" O,C. MAX.
<br />
<br />~rx
<br />
<br />I
<br />...!o..
<br />~ I
<br />
<br />..P
<br />
<br />~
<br />
<br />,
<br />
<br />r:'\ TYP. INTERIOR NON-BRG,
<br />
<br />\;::./
<br />
<br />\
<br />
<br />@
<br />
<br />J
<br />
<br />Q PT PLATE
<br />
<br />S-6 REV. 9103
<br />
<br />8
<br />
<br />SCALE: N,T.S.
<br />
<br />2"X4" P.T. PLATE
<br />
<br />32"
<br />
<br />@ I @
<br />~}
<br />
<br />SIMPSON STRONG TIE
<br />
<br />UPUFT LATERAL
<br />
<br />CONNECTOR
<br />
<br />CAPACITY
<br />
<br />CAPAOlY
<br />335
<br />335
<br />335
<br />335
<br />150
<br />115
<br />400
<br />NP
<br />575
<br />NP
<br />NP
<br />
<br />META12
<br />META16
<br />META20
<br />HETA20
<br />H2,5
<br />H5
<br />H7
<br />
<br />1040
<br />1205
<br />1205
<br />1515
<br />415
<br />465
<br />985
<br />
<br />HTT16 4175
<br />MAS 1005
<br />HD2A * 2775
<br />HD5A * 3705
<br />HD6A * 4405
<br />
<br />NP
<br />
<br />LUS26 1165/1125 **
<br />
<br />NP
<br />
<br />HUS26 1550/3325 **
<br />
<br />NP
<br />
<br />HUS28 2000/3585 **
<br />
<br />NP
<br />
<br />MTS12 1000
<br />MTS16 1000
<br />MTS20 1000
<br />HI0 990
<br />
<br />NP
<br />NP
<br />
<br />NP
<br />585
<br />
<br />UPUFT CONNECTION CROSS-REFERENCE
<br />
<br />FASTENERS
<br />
<br />CONNECTOR
<br />
<br />7 - 100 X 1 1/2"
<br />12 - 100 X 1 1/2"
<br />14 - 100 X 1 1/2"
<br />16 - 100 X 1 1/2"
<br />10 - 80 X 1 1/2"
<br />8 - 80 X 1 1/2"
<br />14 - 80 Xl 1/2"
<br />18 - 16D X 3 1/2"
<br />6 - 10D X 1 1/2"
<br />(3) 5/S" OIA BOLTS
<br />(3) 3/4" DIA BOLTS
<br />(3) 7/8" DIA BOLTS
<br />
<br />TA14
<br />TA18
<br />TA1S
<br />HTA20
<br />HCDP
<br />HCDP
<br />HD2X
<br />HTT16
<br />FAJ
<br />TD2
<br />TD5
<br />TDX6
<br />
<br />8 - 100 X 3"
<br />
<br />THD26
<br />
<br />20 - 160 X 3 1/2"
<br />
<br />THD26
<br />
<br />30 - 160 X 3 1/2"
<br />
<br />THD28
<br />
<br />14 - 100 X 1 1/2"
<br />14 - 100 X 11/2"
<br />14 - 100 X 11/2"
<br />16-SDXl 1/2"
<br />
<br />MlW12
<br />MlW16
<br />M1W20
<br />RT16
<br />
<br />* MINIMUM 3" MEMBER
<br />** REACTIONS ARE FOR ROOF LOADS ONLY
<br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE
<br />SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS.
<br />NP - NOT PUBUSHEO
<br />
<br />1/2" X 8" ANCHOR
<br />\BOlTW/ 2" X 1/8" FLAT
<br />WASHER (TYP)
<br />
<br />
<br />@
<br />32" j,
<br />
<br />SCALE: N.T,S.
<br />
<br />12
<br />
<br />PRE ENGINEERED 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 />APA RATED STRUCTURAL SHEATHING
<br />MIN 7/16" FASTENED TO TRUSSES WI
<br />SD COMMON WIRE NAILS @ 4" O/C
<br />
<br />I~"~
<br />
<br />
<br />y ~ ~ ~ 1 1 1 1 1 1 1 , ..... "'""""'-L
<br />
<br />1/2" CD DRYWALL ~ ............. ! ru ~ """----- METAL DRIP EDGE
<br />1/2" P.T. NAILER ~ / 1\ lJ............... ~ ~~~e~~hf O/C EDGES & S" OIC FIELD
<br />1/2" DRYWALL ~ ~ ............... ~ CONT. VENTED ALUM SOFFIT
<br />OJRTAIN NAILER ~ ~ 8" X S" X 16" K.O. UNTEL BLOCK
<br />1 X 6 P.T. @ WINDOWS ~ ,~ Wll #5 DIA. REBAR &
<br />1 X 6 P.T. @ S,G,D. O,H. ~ FILLED saUD WIGROUT
<br />1 X 4 P.T. @ SIDE BUCKS PRECAST "U" UNTEL
<br />""'l SEE ElEV.
<br />~(SEE S/2A FOR UNTEL
<br />IJ. ::.: FILL CELL -1 #5 DrA. REBAR W/ GROUT
<br />? SIZE & REINFORCEMENT)
<br />@ ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PlANS
<br />____ ALUM FRAMED WINDOW WI SCREEN
<br />
<br />.... PRECAST CONC SILL
<br />8" X 8" X 16" CONC. BLOCK
<br />DECORATNE FINISH
<br />~ FTG. DOWEL #5 DrA. REBAR
<br />
<br />~ = ~ ABOVE SLAB. ALL LOCATIONS
<br />'\ SHOWN ON FOUNDATION PlAN
<br />"=' GRADE
<br />/ TOP OF SLAB d'\
<br />
<br />TREATED ~: .~. ~ 'P
<br />CLEAN FILL - ~ t .,'
<br />J
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />R-3 FOIL INSUL ON EXT
<br />BLOCK WALLS
<br />1 X 4 P.T. BASE NAILER
<br />WOOD BASE
<br />4" CONC SLAB
<br />6 X 6 10{10 W.W.M.
<br />6 MIL VISQUEEN
<br />
<br />SEE FNO. PlAN FOR
<br />FOOTING SIZE AND
<br />REINF.
<br />
<br />~ TYP. WALL SECTION
<br />( 7 'CONCRETE BLOCK
<br />
<br />\;::./ REV. 9/03 TH 8
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />12"
<br />
<br />I
<br />). , r.
<br />"> .'
<br />I
<br />
<br />USP LUMBER CONNECTORS
<br />
<br />UPUFT
<br />CAPACITY
<br />1030
<br />1520
<br />1520
<br />2005
<br />495
<br />495
<br />1415
<br />4290
<br />1155
<br />3435
<br />4180
<br />5235
<br />
<br />LATERAL
<br />CAPACITY
<br />245
<br />245
<br />245
<br />590
<br />255
<br />255
<br />NP
<br />NP
<br />840
<br />NP
<br />NP
<br />NP
<br />
<br />~~
<br />'~t, ~
<br />"'~'r- .;:-!,;I
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<br />?:-> ~ ~ c..... t-!.. 'Vi ('I')
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<br />~ 'i ~ ~ ~c.....c.....'UO
<br />n ~ ]~i ~~~ ~~
<br />~ .... U~(f)Oo..~~:tl:
<br />
<br />FASTENERS
<br />
<br />7 - lOD X 1 1/2"
<br />11 - 100 X 1 1/2"
<br />11 - 100 X 1 1/2"
<br />17 - 100 X 11/2"
<br />a . so X 1 1/2"
<br />8 . SO X 1 1/2"
<br />10 - 100
<br />(1) 5/S" OlA BOLT & IS-160
<br />6 - 100 X 11/2"
<br />3 - 5/8" DIA BOLTS
<br />3 - 3/4" DlA BOLTS
<br />3 - 7/8" DlA BOLTS
<br />
<br />18-100/
<br />12-10D X 1 1/2"
<br />
<br />lS-16DX3 1/2"
<br />12-100 X 11/2"
<br />
<br />2S-16DX3 1/2"
<br />IG-I00 X 1 1/2"
<br />
<br />(14) 100 X 1 1/2"
<br />(14) 100 X 11/2"
<br />(14) 100 X 11/2"
<br />16-100X11/2"
<br />
<br />NOTE:
<br />CONNECTOR CAPAOTlES
<br />ARE FOR SYP. PLEASE
<br />REFER TO MANUFACTURERS
<br />FOR ADDITIONAL
<br />INFORMATION,
<br />
<br />UJUJUJ
<br />~l.!)U
<br />~~~
<br />:::>00
<br />5S5:z
<br />
<br />1533/2553**
<br />
<br />NP
<br />
<br />PROVIDE BLOCKING AT
<br />BEARING TYP. SEE
<br />9/S-3
<br />
<br />TRUSS/JOIST/REFTER
<br />
<br />('i)
<br />CO
<br />o
<br />o
<br />I
<br />C\I
<br />LO
<br />I
<br />I'-
<br />~
<br />~
<br />LO
<br />~
<br />
<br />1825/3040**
<br />
<br />NP
<br />
<br />~ SEE PlAN
<br />2 FOR CONNECTOR
<br />
<br />.~ ~ 2 - 2"X4" TOP PLATE
<br />~CONST.GRAOESPF
<br />SPUCE MIN. OF 24" APART
<br />SIMPSON SP 2 W/6-100 TO
<br />STUD & TO TOP PLATE
<br />2"X4" SPF SllJOS @ 16" O,C.
<br />W/SIMPSON SP 1& 2
<br />EACH STUD
<br />
<br />SIMPSON SP 1 W/G-I00 TO
<br />STUD & 4-100 TO BASE PlATE
<br />
<br />2500 PSI CONC.
<br />W/2 #5 DlA. RODS
<br />MIN. LA.P 25" (AO 31S)
<br />SEE FOUNDATION PlAN
<br />
<br />>-
<br />a::
<br />o
<br />I-
<br />Z
<br />W
<br />>
<br />Z
<br />
<br />2330/3965**
<br />
<br />NP
<br />
<br />~ INTERIOR BEARlNG
<br />f 14A.1 , W/UPUFT @ 3,5" STEP-ooWM
<br />
<br />\;::./ REV. 3-3-04 AS SCALE: N.T,S,
<br />
<br />UPUFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH SllJO - 535 LBS, PER STUD
<br />
<br />1030
<br />1030
<br />1030
<br />1030
<br />
<br />95
<br />95
<br />95
<br />645
<br />
<br />8
<br />
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<br />32" O,C. MIN. 6" FROM END
<br />" W/ #3 PT SYP BASE PLATE
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<br />"~'ill ';~ ::~.' 31/2"J
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