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TRUSS DESIGN NOTE: <br />TRUSS @ END OF CROSS BRACE TO BE DESIGNE <br />FOR ADD'L 70 PLF UP & DOWN TOP CHORD <br />DROP GABLE END TRUSS & LOOKOUT <br />RAFTERS FOR O.H. GREATER THAN 12" <br />FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS <br />AT 24" O.C.SEE <br />STRUCTURAL NOTES AN NAILING <br />SCHEDULE FOR,SHEATHING <br />DETAILS J <br />2X6 <br />BRACEJ'>o!1\IL~6'TO <br />SIDE Of GABLE TRUSS, <br />WEBS'1RUSSE ", <br />OUTLOOKER <br />BLK.2X4 <br />SPF BLOCKING @ :',PANEL <br />EDGES W/ (2) 16d ~ ",NAILS <br />EA. END TO TRUSS:', "NAIL <br />SHEATHING @ 4" O.q. ", ",STAGGERED <br />w/ 8d " 'LSTA18 - <br />STRAP BLKG. @ <br />1st TRUSS USP MTW2 @ LOOKOUT RAFTERS <br />IF APPLICABLE <br />STRUCT. SHEATHING <br />7/16" <br />MIN. THK. "NAIL w/ <br />8d COM. @ 3" O. <br />C. EDGES & 6"O.C. <br />FIELD 10d @ <br />4" O.C.2x4 SPF <br />CROSS BRACE @ 48" <br />O.C. - NAIL w/3-lOd AT EACH <br />END & AT J CROSSING AT 45x, <br />ANGLE:J GABLE TRUSS <br />2X4 <br />SPF BLOCKING <br />BETWEEN TRUSSE @ <br />48" O. <br />C. MAX.CO.NTINJJ6us 2X4 <br />SPFPA~NING (4) <br />TRUSS BAYS (8 FT) <br />NAILED TO J ,J ;2x4 <br />BLOCKING <br />@ 4" D.C.w/12d & 2- <br />12d TO CHORD J J <br />J <br />NAIL <br />GABLE <br />TRUSS TO PLATE <br />w/16d @ 4" O. <br />C.NAIL TOP <br />OF "T"TO GABLE <br />TRUSS w/2- <br />12d & (1)USP <br />LFTA6 W/16)- <br />8d NAILS NOTCIi <br />BLOCK @ PLATE <br />IQ,ENA(L w/3- <br />16d " <br />1/2" MIN. DW CEILING <br />NA!LED w/5d COOLER <br />NAILS @ 7" O.C. <br />4 BAYS <br />1/2" x 8" A,B. <br />@ 48" O.C. MIN. <br />LINTEL <br />COURSE <br />MASONRY <br />WALL <br />GA6LE END 6RACING <br />w/o VOLUME CEILING <br />SCALE: 3/4" = 1'-0" <br />TRUSS DESIGN NOTE: <br />TRUSS @ END OF CROSS BRACE TO BE DESIGNE <br />FOR ADD'L 70 PLF UP & DOWN TOP CHORD <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAILS <br />DROP GABLE END TRUSS & LOOKOUT <br />RAFTERS FOR O,H. GREATER THAN 12" <br />FOR 12" AND UNDER - SPACE OUTLOOKER BLOCKS <br />AT 24" O.C.2x4 <br />SPF CROSS-BRACE <br />@ 48" O.C. - NAIL w/3-10d <br />AT EACH END & AT CROSSING <br />AT 4~x, ANGLE UTLOOKER <br />BLK.USP <br />MTW12 W/14 - <br />10d X 11/2" @ LOOKOUT RAFTERS <br />IF APPLICABLE <br />STRUCT. SHEATHING <br />7/16" <br />MIN. THK. -NAIL w/8d <br />COM. @ 3" O.C. <br />EDGES & 6"O.C. FIELD <br />10d @ 4" <br />O.C.2X4 SPF BLOCKING <br />@ :PANEL EDGES W/ ( <br />2) 16d ~,NAILS EA. END <br />TO TRUSS :',NAIL SHEATHING @ <br />4" O.C.~, ",STAGGERED w/ 8d : ", ", <br />J ' 'J "I , <br />LST <br />A18 " <br />STRAP <br />GABLE TRUSS NAIL <br />TOP OF " <br />T"TO GABLE TRUSS <br />2-12d & (1) <br />USP MTW12 <br />w/14-10d <br />x 1 1/2"2X4 <br />SPF BLOCKING BETWEEN <br />TRUSSE @ <br />48" O.C. MAX.J <br />CO.NTIN}:lDUS 2X4 SPF i~ <br />ANNING (4) TRUSS BA~ ( <br />8 FT) NAILED TO J <br />ix4 <br />BLOCKII\G @ 4" O.C.w/ <br />12d & 2-12d TO CHORD <br />J <br />J <br />J <br />NAIL TRUSS BOTTOM <br />CHORD TO 2X4 DEAD- <br />WOOD w/16d @ 4"0.C, <br />I <br />1/2" MIN. DW CEILING <br />NAILED w/5d COOLER <br />NAILS @ 7" O.C. <br />NAIL DEADWOOD TO <br />TOP PLATE w/16d @ <br />4" O.C. <br />4 BAYS <br />USP LSTA30 w/ <br />22)-10d @48" O.C. <br />GA6LE END 6RACING <br />w/o VOLUME CEILING <br />FRAME WALL <br />2x4 @ 16" O.C. <br />TYPICAL) <br />REV. 9/30/03 AS SCALE: 3/4" = 1'-0" <br />l' <br />I <br />lOd @ 8" D.C. STAGGERED <br />EACH ME\1BER (TYP.) <br />r <br />CRIPPLE STUDS @ 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />WI USP SPT22 AND USP SPT24 TOP AND <br />BOTTOM EACH STUD <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 />2) FULL-LENGTH STUDS AT EACH SIDE OF <br />OPENING TRIMMER <br />STUDS:1) REQ. EAf~H SIDE OPENINGS UP TO 6'-0" <br />WIDE 2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" <br />WIDE FRAMING AROUND OPENINGS SHALL <br />BE No,2 OR BETTER <br />SYP SEE PLAN FOR <br />ADDITIONAL SECTIONS <br />REQUIRED 2) 10d TOENAILS OR ( <br />2)16d ENDNAILS EA. <br />STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS <br />THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT <br />FORCES TYP. FRAMING @ EXTERIOR DOOR <br />OPENING SCALE: N.T. <br />S. <br />r <br />1...lOd @ 8" D.C. <br />STAGGERED EACH MEMBER ( <br />TYP.)CRIPPLE STUDS @ 16" O.C. <br />BETWEEN HEADER & TOP PLATE WHEN <br />APPLICABLE W/ USP SPT22 AND USP SPT24 TOP <br />AND BOTTOM EACH <br />STUD 2) 2X12 NO.2 SYP HEADER w/7/16" OSB <br />SPACER UNLESS NOTED OTHERWISE ON <br />PLANS BOTTOM OF HEADER TO BE AT OPENING HEAD <br />HEIGHT 2) FULL-LENGTH STUDS AT EACH SIDE <br />OF OPENING UNLESS NOTED OTHERWiSE <br />ON PLANS <br />TRIMMER STUDS:1) REQ. EACH SIDE OPENINGS UP TO 6'- <br />0" WIDE 2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'- <br />0" WIDE FRAMING AROUND OPENINGS <br />SHALL BE No.2 OR <br />BETTER SYP USP MP34 EACH <br />END, TYP.DBL. 2x4 SILLS FOR <br />WINDOWS CRIPPLE STUDS @ 16" O. <br />C.W/ USP SPT22 AND USP <br />SPT24 EACH <br />STUD 2) 10d TOENAILS OR ( <br />2)16d ENDNAILS EA. <br />STUD NOTE: SEE PLAN DETAILS FOR CONNECTIONS <br />THAT MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT <br />FORCES TYP. 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D...0:: <br />5- <br />4 <br />0 <br />U <br />W <br />OF <br />0 <br />I <br />25 (/)0') <br />0 <br />0 <br />LAST PLOT DATE C\J <br />March 11, 2005 @ <br />DETAILS