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<br />TRUSS DESIGN NOTE: <br />TRUSS @ END OF CROSS BRACE TO BE DESIGNE <br />FOR ADD'L 70 PLF UP & 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 />2X4 SPF BLOCKING <br />BETWEEN TRUSSE <br />@ 48" O.C. MAX. <br /> <br /> <br />SEE STRUCTURAL NOTES AN <br />NAILING SCHEDULE FOR, <br />SHEATHING DETAILS I <br /> <br /> <br />I <br /> <br /> <br />2X4 SPF BLOCKING @ ~ <br />, <br />PANEL EDGES WI (2) 16d l " <br />NAILS EA. END TO TRUSS :', " <br />-NAIL SHEATHI~G @ 4" O.q. ", ", <br />STAGGERED wi 8d I',' <br />I , <br />I , <br />I <br />I <br />I <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, , <br />2X6 BRACE J~~I L~6 <br />TO SIDE QlZ GA8'lE <br />" TRUSS,WEBS' <br />, , , <br />, , , <br />, " <br />, " <br />, " <br />, " <br />, ," ,,' <br />, , , <br />" , <br />, :~ , I <br />, , , , <br />" V <br />"\ ", <br />" , <br />... , <br />" , <br />, , , <br />, , , <br />, , <br />'TRUSSE " <br />, <br />, <br />, <br />, <br />, <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br />LSTA18 - STRAP <br />BLKG. @ 1st TRUSS <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 /> <br />2x4 SPF CROSS BRACE <br />@ 48" O.C. - NAIL w/3- <br />10d AT EACH END & AT I <br />CROSSING AT 45x ANGLE: <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I , <br />I , <br />I "",, <br />: CO.NTIN,lJOUS 2X4 SPF <br />: ~PA~~..J'ir\G (4) TRUSS <br />~'BAYS (8 FT) NAILED TO <br />I , <br />I ;?x4 BLOCKING @ 4" O.C. <br />~'w/12d & -12d TO CHORD <br />I <br />I <br />I <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br />GABLE TRUSS <br /> <br /> <br />NAI L TOP OF "T" <br />TO GABLE TRUSS <br />w/2-12d & (1) <br />USP LFTA6 WI <br />(16)-8d NAILS <br /> <br />, <br />, <br />, <br />NOTCH. BL'QCK @ <br />PLATE rnfNAl,L wi <br />3-16d " " <br /> <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, , <br />, <br /> <br /> <br />NAIL GABLE TRUSS <br />TO PLATE w/16d @ <br />4" O.C. <br /> <br />.. <br /> <br />1/2" MIN. DW CEILING <br />NAILED w/5d COOLER <br />NAILS @ 7" O.C. <br /> <br />4 BAYS <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 />GABLE END BRACING <br />wlo VOLUME CEILING <br /> <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 & 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 />.. <br /> <br /> <br /> <br />UTLOOKER BLK. <br />USP MTW12 WI <br />14 - 10d X 11/2" @ <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 />2X4 SPF BLOCKING @ : <br />I <br />PANEL EDGES WI (2) 16d t, <br />NAILS EA. END TO TRUSS :', <br />-NAIL SHEATHING @ 4" O,C. l, ", <br />STAGGERED wi 8d ", ", <br />, ' <br />, <br />, <br />, <br /> <br />LST A18 - STRAP <br /> <br />, <br /> <br /> <br /> <br />2x4 SPF CROSS-BRACE <br />@ 48" O.C. - NAIL w/3- <br />10d AT EACH END & AT <br />CROSSING AT 4bX ANGLE <br /> <br />GABLE TRUSS <br /> <br />2X4 SPF BLOCKING <br />BETWEEN TRUSSE <br />@ 48" O.C. MAX. <br /> <br />I <br />I <br />I <br />I , <br />I , <br />I " <br />: CO,MTIN)::Ibus 2X4 SPF <br />: ;5~ANNING (4) TRUSS <br />~'BA)'S (8 FT) NAILED TO <br />I <br />: ?x.4 BLOCKI~G @ 4" O.C. <br />~'w/12d & 2-12d TO CHORD <br />I <br />I <br />I <br /> <br />NAIL TRUSS BOTTOM <br />CHORD TO 2X4 DEAD- <br />WOOD w/16d @ 4"0.C. <br /> <br />NAIL TOP OF "T" <br />TO GABLE TRUSS <br />12-12d & (1) <br />USP MTW12 wi <br />14-10d x 1 1/2" <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br />I <br />1/2" MIN. DW CEILING <br />NAILED w/5d COOLER <br />NAILS @ 7" O.C. <br /> <br />NAIL DEADWOOD TO <br />TOP PLATE w/16d @ <br />4" O.C. <br /> <br />4 BAYS <br /> <br />USP LSTA30 w/ <br />(22)-10d @48" O.C. <br /> <br /> <br />GAeLE END 6RACING <br />wlo VOLUME CEILING <br /> <br />FRAME WALL <br />2x4 @ 16" O.C. <br />(TYPICAL) <br /> <br />REV. 9/30/03 AS <br /> <br />SCALE: 3/4" = 1'-0" <br /> <br /> <br />l' <br />. . <br /> <br /> <br />: . <br />... . <br />"'... ... <br /> <br />lOd @ 8" O.C, STAGGERED <br />EACH MEMBER (TYP,) <br /> <br /> <br />r <br /> <br /> <br /> <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 /> <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 ANDIOR UPLIFT FORCES <br /> <br /> <br />TYP. FRAMING @ EXTERIOR DOOR OPENING <br /> <br />SCALE: N,T,S, <br /> <br /> <br />... . <br />~... ... <br /> <br />'t <br />1~ · <br />. . <br /> <br />. <br />... I <br />"'... ... <br /> <br />lOd @ 8" O,C. STAGGERED <br />EACH MEMBER (TYP.) <br /> <br /> <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 /> <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 <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 />WI 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 AND/OR UPLIFT FORCES <br /> <br /> <br />TYP. 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U (/)ZI <br /> -<((/) <br /> 2=~:J <br />SHEET NO. 0... <br /> n::: <br /> S-4 0 <br /> U <br /> w <br /> ~ <br /> OF 0 <br /> I <br /> 25 (/) <br /> :J <br /> C") <br /> 0 <br /> 0 <br />LAST PLOT DATE N <br />March 10, 2005 @ <br /> DETAILS <br />