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<br />
<br />TRUSS DESIGN NOTE:
<br />TRUSS @ END OF CROSS BRACE TO BE DESIGNE
<br />FOR ADD'L 70 PLF UP 8. DOWN TOP CHORD
<br />
<br />DROP GABLE END TRUSS & LOOKOUT
<br />RAFTERS FOR O.H. GREATER THAN 12"
<br />FOR 12" AND UNDER - SPACE OUTLOOKER
<br />BLOCKS AT 24" O.C.
<br />
<br />SEE STRUCTURAL NOTES AN
<br />NAILING SCHEDULE FOR,
<br />SHEATHING DETAILS 1
<br />
<br />
<br />2X4 SPF BLOCKING @ :',
<br />,
<br />PANEL EDGES W/ (2) 16d l "
<br />NAILS EA. END TO TRUSS:', "
<br />-NAIL SHEATHII'\G @ 4" O.q. ", ",
<br />STAGGERED w/ 8d I','
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<br />LSTA18 - STRAP
<br />BLKG. @ 1st TRUSS
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<br />2x4 SPF CROSS BRACE
<br />@ 48" O.C. - NAIL w/3-
<br />10d AT EACH END & AT 1
<br />CROSSING AT 45%. ANGLE:
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<br />2X4 SPF BLOCKII'\G
<br />BETWEEN TRUSSE
<br />@ 48" O.C. MAX.
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<br />CO,MTIN,U6us 2X4 SPF
<br />~PA~N"ING (4) TRUSS
<br />~'BAYS (8 FT) NAI LED TO
<br />1 I
<br />1 ;0<4 BLOCKING @ 4" O.C.
<br />~/w/12d & -12d TO CHORD
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<br />NOTCIi BLQCK @
<br />PLATE TQ,ENAl,L w/
<br />3-16d " "
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<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.C.
<br />
<br />4 BAYS
<br />
<br />
<br />GA6LE END 6RACING
<br />w/o VOLUME CEILIN~
<br />SCALE: 3/4" = 1'-0"
<br />
<br />TRUSS DESIGN NOTE:
<br />TRUSS @ END OF CROSS BRACE TO BE DESIGNE
<br />FOR ADD'L 70 PLF UP 8. DOWN TOP CHORD
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAILS
<br />
<br />DROP GABLE END TRUSS & LOOKOUT
<br />RAFTERS FOR O.H. GREATER THAN 12"
<br />FOR 12" AND UNDER - SPACE OUTLOOKER
<br />BLOCKS AT 24" O.C.
<br />
<br />USP MTW2 @
<br />LOOKOUT RAFTERS
<br />IF APPLICABLE
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O.C, EDGES & 6"
<br />O.C. FIELD
<br />10d @ 4" O.C.
<br />
<br />GABLE TRUSS
<br />
<br />NAIL TOP OF "T"
<br />TO GABLE TRUSS
<br />w/2-12d & (1)
<br />USP LFTA6 W/
<br />(16)-8d NAILS
<br />
<br />NAIL GABLE TRUSS
<br />TO PLATE w/16d @
<br />4" O.C.
<br />
<br />1/2" x 8" A.B.
<br />@ 48" O.C. MIN.
<br />
<br />LINTEL
<br />-COURSE
<br />
<br />MASONRY
<br />WALL
<br />
<br />
<br />
<br />2X4 SPF BLOCKING @ :
<br />PANEL EDGES W/ (2) 16d ~,
<br />NAILS EA. END TO TRUSS :',
<br />-NAIL SHEATHING @ 4" O.C. f, ",
<br />STAGGERED w/ 8d : ", ",
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<br />LST A18 - STRAP
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<br />
<br />
<br />
<br />2x4 SPF CROSS-BRACE
<br />@ 48" O.C. - NAIL w/3-
<br />10d AT EACH END & AT
<br />CROSSING AT 45'%. ANGLE
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSE
<br />@ 48" O.C. MAX.
<br />
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<br />CO.MTIN~bus 2X4 SPF
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<br />1 2x4 BLOCKING @ 4" O.C.
<br />~<-'V/12d & 2-12d TO CHORD
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<br />1/2" MIN. DW CEILING
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.C.
<br />
<br />NAI L DEADWOOD TO
<br />TOP PLATE w/16d @
<br />4" a.c.
<br />
<br />4 BAYS
<br />
<br />
<br />~A6LE END 6RACIN~
<br />w/o VOLUME CEILIN~
<br />
<br />REV. 9/30/03 AS
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />UTLOOKER BLK.
<br />usp MTW12 W/
<br />14 - 10d X 1 1/2" @
<br />LOOKOUT RAFTERS
<br />IF APPLICABLE
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O,C. EDGES & 6"
<br />O.C. FIELD
<br />
<br />10d @ 4" O.C.
<br />
<br />GABLE TRUSS
<br />
<br />NAIL TOP OF "T"
<br />TO GABLE TRUSS
<br />/2-12d & (1)
<br />USP MTW12 wj
<br />14-10d x 1 1/2"
<br />
<br />NAIL TRUSS BOTTOM
<br />CHORD TO 2X4 DEAD-
<br />WOOD w/16d @ 4"0.C.
<br />
<br />USP LSTA30 w/
<br />(22)-10d @48" O.C.
<br />
<br />FRAME WALL
<br />2x4 @ 16" O.C.
<br />(TYPICAL)
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<br />CRIPPLE STUDS @ 16" O.C. BETWEEN
<br />HEADER & TOP PLATE WHEN APPLICABLE
<br />W/ USP SPT22 AND USP SPT24 TOP AND
<br />BOTTOM EACH STUD
<br />
<br />(2) 2X12 No.2 SYP HEADER w/7/16" OSB
<br />SPACER UNLESS NOTED OTHERWISE ON PLAN
<br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
<br />
<br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING
<br />
<br />TRIMMER STUDS:
<br />(1) REQ, EACH SIDE OPENINGS UP TO 6'-0" WIDE
<br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE
<br />
<br />FRAMING AROUND OPENINGS SHALL BE
<br />NO.2 OR BETTER SYP
<br />
<br />SEE PLAN FOR ADDITIONAL
<br />SECTIONS REQUIRED
<br />
<br />(2) 10d TOENAILS OR (2)
<br />16d ENDNAILS EA. STUD
<br />
<br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT
<br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES
<br />
<br />
<br />TYP. FRAMING @ EXTERIOR DOOR OPENING
<br />
<br />SCALE: N.T.S,
<br />
<br />
<br />CRIPPLE STUDS @ 16" O.C. BETWEEN
<br />HEADER & TOP PLATE WHEN APPLICABLE
<br />_ Wj USP SPT22 AND USP SPT24 TOP AND
<br />BOTTOM EACH STUD
<br />
<br />(2) 2X12 NO.2 SYP HEADER w/7/16" OSB SPACER
<br />UNLESS NOTED OTHERWISE ON PLANS
<br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT
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<br />
<br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING
<br />UNLESS NOTED OTHERWISE ON PLANS
<br />
<br />TRIMMER STUDS:
<br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE
<br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'.0" WIDE
<br />
<br />FRAMING AROUND OPENINGS SHALL BE
<br />NO.2 OR BETTER SYP
<br />
<br />USP MP34 EACH END, TYP.
<br />
<br />- DBL. 2x4 SILLS FOR WINDOWS
<br />
<br />CRIPPLE STUDS @ 16" O.C.
<br />Wj USP SPT22 AND USP SPT24
<br />EACH STUD
<br />
<br />(2) 10d TOENAILS OR (2)
<br />16d ENDNAILS EA. STUD
<br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT
<br />MAY BE REQUIRED FOR SHEAR Ar-..D/OR UPLIFT FORCES
<br />
<br />
<br />TYP. FRAMING @ WINDOW OPENING
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<br />SCALE: N,T.S,
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<br />
<br />SHEET NO.
<br />
<br />8-4
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 11, 2005
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<br />DETAILS
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