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<br />
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<br />
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<br />
<br />NOTE:
<br />PlATE LENGTHS MUST BE
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />-.......: .
<br />~
<br />
<br />......./
<br />
<br />EB TOP PlATE SP'leE DETAll
<br />S-6
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<br />SCALE: N.T.S.
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<br />
<br />DOUBLE 100
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<br />ftt/1;
<br />
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<br />~
<br />
<br />....../
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<br />
<br />10D @ 8" O/C
<br />
<br />I\_BOTTOM SPLICE
<br />OVER STU D
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<br />SCALE: N.T.s.
<br />
<br />2"X TOP PlATE
<br />
<br />I:~~ J
<br />
<br />,:::;.~~
<br />-./ 1/4" MIN. SPACE
<br />
<br />USP TRl W/3-8D
<br />COMMON NAILS @ EA
<br />TRUSS OR BLOCKING
<br />(NOTE: (2) 160 TOE NAILS
<br />CAN BE USED IN LIEU OF
<br />STC STRAP)
<br />
<br />---J
<br />
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<br />V,--
<br />
<br />---J
<br />
<br />"'-- 2"X STUD @ 24" O.e. MAX.
<br />
<br />2"X P,T. PlATE
<br />
<br />~'X
<br />
<br />I
<br />~
<br />
<br />~
<br />
<br />~
<br />
<br />r:'\ TYP. INTERIOR NON-BRG.
<br />
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<br />
<br />SCALE: N.T.s.
<br />
<br />2"X4" P.T. PlATE
<br />
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<br />
<br />32"
<br />
<br />Q PT ~TI
<br />S-6 REV. 9/03
<br />
<br />6
<br />
<br />1/2" X 8" ANCHOR
<br />\. BOLT W/ 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 />~~
<br />
<br />~ ~ ~ ~ ~ ~ ~ ^ II ^"'
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<br />
<br />1/2" CD DRY\^IALL __________~/ I
<br />1/2" P.T. NAILER I
<br />1/2" DRY\^I ALL
<br />OJRTAIN NAILER ~
<br />1 X 6 P.T. @ WINDOWS
<br />1 X 6 P.T. @ S,G.D.
<br />1 X 4 P.T. @ SIDE BUCKS
<br />
<br />MARBLE STOOL
<br />1 X 2 P.T FURRING
<br />
<br />R-3 FOILINSUL 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 />TREATED
<br />CLEAN FILL
<br />
<br />SEE FND. PlAN FOR
<br />FOOTING SIZE AND
<br />REINF.
<br />
<br />~ TYP. WALL SECTION
<br />{ 7 'CONCRETE BLOCK
<br />
<br />\::;J REV. 9/03 TH 6
<br />
<br />SIMPSON STRONG TIE
<br />
<br />UPLIFT lATERAL
<br />
<br />CONNECTOR
<br />
<br />CAPACITY
<br />
<br />CAPACITY
<br />335
<br />335
<br />335
<br />335
<br />150
<br />115
<br />400
<br />NP
<br />575
<br />NP
<br />NP
<br />NP
<br />
<br />META12
<br />META16
<br />METAlO
<br />HETAlO
<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 />
<br />HD2A * 2775
<br />HD5A * 3705
<br />HD6A * 4405
<br />
<br />LUS25 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 />MTS15 1000
<br />MTS20 1000
<br />HI0 990
<br />
<br />NP
<br />NP
<br />
<br />NP
<br />585
<br />
<br />UPLIFT 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 11/2"
<br />15 - 100 X 1 1/2"
<br />10 - 80 X 1 1/2"
<br />8 - 80 X 1 1/2"
<br />14 - 80 X 1 1/2"
<br />18 - 160 X 3 1/2"
<br />5 - 100 X 1 1/2"
<br />(3) 5/8" DrA BOLTS
<br />(3) 3/4" DrA BOLTS
<br />(3) 7/8" DrA BOLTS
<br />
<br />TA14
<br />TA18
<br />TA18
<br />HTA20
<br />HCDP
<br />HCDP
<br />HD2X
<br />HTT16
<br />FA3
<br />TD2
<br />TD5
<br />TDX5
<br />
<br />8 - 100 X 3"
<br />
<br />THD25
<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 1 1/2"
<br />14 - 100 X 1 1/2"
<br />16-8DXl 1/2"
<br />
<br />MTW12
<br />MTW16
<br />MTW20
<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 PUBLISHED
<br />
<br />PRE ENGINEERED WD TRUSSES @ 24" O.e.
<br />INSUlATION BAFflE
<br />BATT OR BLOWN INSUlATION MIN. R-19
<br />TRUSS ANCHOR (SEE PlAN)
<br />FIBERGlASS SHINGLE
<br />ROOFING FELT
<br />AJ'A RATED STRUCTURAL SHEATHING
<br />MIN 7/16" FASTENED TO TRUSSES W/
<br />8D COMMON WIRE NAILS @ 4" O/C
<br />
<br />SCALE: 1/2" = 1'-0"
<br />
<br />12"
<br />
<br />. ,'., 'Ii',
<br />
<br />>., .
<br />
<br />USP LUMBER CONNECTORS
<br />
<br />UPLIFT
<br />CAPACITY
<br />
<br />LATERAL
<br />CAPACITY
<br />
<br />8~
<br />~1~~
<br />~W
<br />
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<br />ir" -
<br />
<br />~ " !:}.
<br />~./J i
<br />~ ~
<br />
<br />FASTENERS
<br />
<br />7 - 10D X 1 1/2"
<br />l! - 100 X 1 1/2"
<br />l! - 10D X 1 1/2"
<br />17 - 10D X 11/2"
<br />8 - 80 X 1 1/2"
<br />8 - 80 X 1 1/2"
<br />10 - 10D
<br />(1) 5/8" DrA BOLT &. 18-16D
<br />6 - 10D X 1 1/2"
<br />3 - 5/8" DrA BOLTS
<br />3 - 3/4" DrA BOLTS
<br />3 - 7/8" DrA BOLTS
<br />
<br />18-100/
<br />12-10D X 1 1/2"
<br />
<br />18-16DX3 1/2"
<br />12-100 X 11/2"
<br />
<br />28-16DX3 1/2"
<br />16-100 X 11/2"
<br />
<br />(14) lOD X 11/2"
<br />(14) 100 X 11/2"
<br />(14) 100 X 11/2"
<br />16-10DX11/2"
<br />
<br />NOTE:
<br />CONNECTOR CAPACITIES
<br />ARE FOR SYP. PLEASE
<br />REFER TO MANUFACTURERS
<br />FOR ADDITIONAL
<br />INFORMATION.
<br />
<br />UJUJUJ
<br />oc(9U
<br />~~~
<br />:::>00
<br />O'Oz
<br />(/)LL
<br />
<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 />245
<br />245
<br />
<br />245
<br />
<br />590
<br />255
<br />255
<br />NP
<br />NP
<br />
<br />840
<br />NP
<br />NP
<br />NP
<br />
<br />PROVIDE BLOCKING AT
<br />BEARING TYP. SEE
<br />9/S-3
<br />
<br />TRUSS/JOlST /REFTER
<br />
<br />lC)
<br />N
<br />~
<br />o
<br />I
<br />N
<br />lC)
<br />I
<br />f'-
<br />~
<br />~
<br />lC)
<br />~
<br />
<br />1533/2553**
<br />
<br />NP
<br />
<br />. SEE PlAN
<br />A FOR CONNECTOR
<br />
<br />2S. ~ 2 _ 2"X4" TOP PlATE
<br />~CONST. GRADE SPF
<br />SPLICE MIN. OF 24" APART
<br />
<br />SIMPSON SP 2 W/6-10D TO
<br />STUD &. TO TOP PlATE
<br />2")(4" SPF S11JDS @ 16" O.C.
<br />W/SIMPSON SP 1& 2
<br />EACH STUD
<br />
<br />SIMPSON SP 1 W/6-10D TO
<br />STUD & 4-100 TO BASE PlATE
<br />
<br />2500 PSI CONe.
<br />W/2 #5 DrA. RODS
<br />MIN. LAP 25" (ACI 318)
<br />SEE FOUNDATION PlAN
<br />
<br />>-
<br />0::
<br />o
<br />~
<br />z
<br />w
<br />>
<br />z
<br />
<br />1825/3040**
<br />
<br />NP
<br />
<br />~ INTERIOR BEARING
<br />{ 14A.l , W/UPLIFT @ 3,5" STEP-DOWM
<br />
<br />\::;J REV. 3-3-04 AS SCALE: N.T.S.
<br />
<br />UPLIFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW)
<br />1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER STUD
<br />
<br />2330/3965**
<br />
<br />NP
<br />
<br />1030
<br />1030
<br />1030
<br />1030
<br />
<br />95
<br />95
<br />9S
<br />645
<br />
<br />6
<br />
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<br />~ ~ ---......... CONT. VENTED ALUM SOFFIT
<br />~ ............... 8" X 8" X 16" K.O. UNTEL BLOCK
<br />~ ,~ W/l #5 DrA. REBAR &
<br />O.H. '---..... FIlLED SOUD W/GROUT
<br />...--. PRECAST "U" LINTEL
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<br />-'" ;:::::.. FILL CELL .1 #5 DIA. REBAR W/ GROUT
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<br />@ ALL LOCATIONS SHOWN ON
<br />FOUNDATION & FLOOR PlANS
<br />~ ALUM FRAMED WINDOW WI SCREEN
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<br />.... ~ PRECAST CONC SILL
<br />8" X 8" X 16" CONe. BLOCK
<br />DECORATIVE FINISH
<br />~ FTG. DOWEL #5 DrA. REBAR
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<br />~ F It' ABOVE SlAB. ALL LOCATIONS
<br />\; SHOWN ON FOUNDATION PlAN
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<br />32" O.C. MIN. 6" FROM END
<br />" W/ #3 PT SYP BASE PlATE
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