Laserfiche WebLink
SEE PLAN — <br />EACH TRUSS <br />BLOCKING BETWEEN WE <br />TYP. AS REQ'D FOR <br />PLYWOOD ATTACHMENT <br />GIRDER TRUE <br />�2 x 4 LEDGER <br />W/ (2) 16d NAILS AT EACH WEB <br />32 SECTION AT ENTRY <br />CJ_4 SCALE:3/4"=1'-O" <br />26 <br />S-4 <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 />(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 OPENING <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 />FRAMING AROUND OPENINGS SHALL BE <br />No.2 OR BETTER SYP <br />SEE PLAN FOR ADDITIONAL <br />SECTIONS REQUIRED <br />LOd TOENAILS OR (2) <br />ENDNAILS EA. STUD <br />... �..,. ��.,,.�........,.,.�CTIONS THAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br />TYP. FRAMING @ EXTERIOR DOOR OPENING <br />: N.T.S. <br />27 <br />S-4 <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 />(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 HEIG <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br />UNLESS NOTED OTHERWISE ON PLANS <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 />FRAMING AROUND OPENINGS SHALL BE <br />No.2 OR BETTER SYP <br />USP MP34 EACH END, TYP. <br />DBL. 2x4 SILLS FOR WINDOWS <br />CRIPPLE STUDS @ 16" O.C. <br />W/ USP SPT22 AND USP SPT24 <br />EACH STUD <br />3 OR (2) <br />k STUD <br />,,,",TIONS THAT <br />MAYBE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br />TYP. FRAMING @ WINDOW OPENING <br />SCALE: N.T.S. <br />TRUSS DESIGN NOTE: <br />TRUSS @ END OF CROSS BRACE TO BE DESIGNED <br />FOR ADD'L 70 PLF UP & DOWN TOP CHORD <br />DROP GABLE END TRUSS & LOOKOUT <br />SEE STRUCTURAL NOTES AND-1RAFTERS FOR O.H. GREATER THAN 12' <br />NAILING SCHEDULE FOR. FOR 12" AND UNDER - SPACE OUTLOOKER <br />SHEATHING DETAILS BLOCKS AT 24" O.C. <br />I <br />I <br />2X4 SPF BLOCKING @ �`LSTA18 - STRAP <br />PANEL EDGES W/ (2) 16d BLKG. @ 1st TRUSS <br />NAILS EA. END TO TRUSS <br />-NAIL SHEATHING @ 4" O.C. 2X6 BRACE I�d11L�f�� <br />STAGGERED w/ 8d ' <br />� `. TO SIDE OFGABLE <br />TRUSS,INEB, <br />2x4 SPF CROSS BRACE <br />@ 48" O.C. - NAIL w/3 I <br />10d AT EACH END & AT , <br />CROSSING AT 45t ANGLE; <br />'fRUSSE <br />CONTINjfi6US 2X4 SPF NOTCi-( BUQCK @ <br />,SPANKING (4) TRUSS PLATE 1bEN)lIL w/ <br />�' BAX'S (8 FT) NAILED TO 3-16d <br />2X4 SPF BLOCKING Zx4 BLOCKING @ 4" O.C. <br />BETWEEN TRUSSE`G','__�\\\ w/12d & 2-12d TO CHORD <br />@ 48" O.C. MAX. <br />\I II , <br />UTLOOKER BLK. <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 />BLE TRUSS <br />NAIL TOP OF "T" <br />TO GABLE TRUSS <br />w/2-12d & (1) <br />USP LFTA6 W/ <br />(16)-8d NAILS <br />NAIL GABLE TRU <br />SS <br />TO PLATE w/16d @ <br />4" O.C. <br />I <br />' I a <br />1/2" MIN. DW CEILING �'� 1/2" x 8" A.B. <br />NAILED w/5d COOLER ^� @ 48" O.C. MIN. <br />NAILS @ 7" O.C. 2x8 PT <br />—/ <br />PLATE _LINTEL <br />4 BAYS ral <br />11 <br />COURSE <br />MASONRY <br />WALL <br />rT�GA5LE END 5RACING <br />w/o VOLUME CEILING <br />�-4 SCALE: 3/4" = 1'-O" <br />w <br />� <br />N <br />J <br />QQ <br />w 0 <br />o <br />~ w ~ <br />¢ <br />A, <br />W <br />O <br />w <br />/'� <br />o � z <br />� C>t <br />cn <br />W <br />W <br />N <br />cn <br />x�Of0 <br />0Z)u-0 <br />N <br />LL <br />ow <br />_ <br />~ <br />qL <br />e <br />N <br />a <br />0 <br />c� <br />o <br />Wo¢z <br />ai <br />o <br />0 <br />LLJa0 <br />Q 0 <br />•� <br />m <br />Q <br />w <br />O� <br />= <br />Q <br />�<zz <br />Ou-' <br />E <br />U <br />~ <br />0 <br />-w <br />+ <br />O <br />a¢w2 <br />+ <br />cn <br />w <br />Q <br />Cw.'3z2�® <br />oJm <br />�x <br />aoo0— <br />mo <br />ou< <br />LLJ <br />�w �Ua <br />t <br />zM <br />rmo <br />��H00- <br />I« <br />Ofw <br />O <br />NN <br />a <br />¢E5zm_, <br />J - <br />�, <br />60 <br />00 00 <br />0 <br />a¢via� <br />�o <br />000. <br />Cf) fr s <br />Lj 5- <br />+ <br />Ln 0 <br />'c 0- <br />r r- <br />00 <br />J>az� <br />+ <br />�¢ <br />�t <br />d0 ¢0 <br />w z <br />= z <br />�Cf) <br />0zw <We`�o u 0 <br />to z o o ® ei Z N <br />wzVO w��LL 000 <br />w Q - C7 = =* F- ao <br />C7CrUz =LLLL� _j � O <br />zui 00ujz 0 E ter= 0 <br />wz(,mzoo -0 z C CN <br />=zw0 J�zm z En LL <br />o�=cna�3� m0N <br />OQ�I-w���m LL- <br />W twNN 0 <br />u)Lu Oa�MZ¢4 W 0 Cu Jd QF- ci <br />mo=�Oa1aox at o�-00Z)a( <br />-J J00E--J= crL�-- <br />_s w OG x0 0)�2z�a� � �d.��� w <br />0 <br />0Z1—0�=��CJ� O ii CL uj ¢ <br />cnUsu�tn❑❑ LL m cnUz o <br />TRUSS DESIGN NOTE: <br />TRUSS @ END OF CROSS BRACE TO BE DESIGNED <br />FOR ADD'L 70 PLF UP & DOWN TOP CHORD <br />SEE STRUCTURAL NOTES AND NAILING DROP GABLE END TRUSS & LOOKOUT <br />RAFTERS FOR O.H. GREATER THAN 12" <br />d NAILS <br />SCHEDULE FOR SHEATHING DETAILS FOR 12" AND UNDER SPACE OUTLOOKER <br />AT 4" O.C. <br />BLOCKS AT 24" O.C. <br />I <br />I . <br />UTLOOKER BLK. <br />2X4 SPF BLOCKING @ LSTA18 - STRAP �' ,'� '° <br />USP MTW12 W/ <br />BLKG. @ 1st TRUSS '� �' <br />PANEL EDGES W/ (2) 16d r, .' ' �° <br />14 10d X 1 1/2" @ <br />I ' I <br />NAILS EA. END TO TRUSS I <br />���� 2X6 BRACJONAIkED 'O <br />LOOKOUT RAFTERS <br />IF APPLICABLE <br />-NAIL SHEATHING @ 4" O.C.,, <br />^ ' <br />STAGGERED w/ 8d ' �` TO SIDE,OF GABLE I <br />�` 10 <br />STRUCT. SHEATHING <br />` V <br />I TRUSS VNE�S <br />7/16" MIN. THK. - <br />NAIL w/8d COM. @ <br />O <br />3" O.C. EDGES & 6" <br />I , • , ' I <br />O.C. FIELD <br />o <br />2x4 SPF CROSS -BRACE � <br />10d @ 4" O.C. <br />I <br />^' <br />@ 48" O.C. NAILw/3- - `^' ` ' <br />v <br />to <br />10d AT EACH END & AT <br />�`, <br />, ^ <br />CROSSING AT 4EANGLE ,' ,' �� <br />GABLE TRUSS <br />u , <br />'TRUSSES, � <br />NAIL TOP OF "T" <br />,' <br />COJ'dTINU"6US 2X4 SPF ;° <br />TO GABLE TRUSS <br />PAN4dING (4) TRUSS `.� ``, ; <br />/2-12d & (1) <br />USP MTW12 w/ <br />BAA (8 FT) NAILED TO <br />14 10d x 1 1/2" <br />2X4 SPF BLOCKING X4 BLOCKING @ 4" O.C. ��`, <br />BETWEEN TRUSSE �'w/12d & 2 12d TO CHORD `. ��� �° <br />NAIL TRUSS BOTTOM <br />LO <br />@ 48" O.C. MAX. <br />CHORD TO 2X4 DEAD- <br />`' ., <br />WOOD w/16d @ 4"O.0 <br />1/2" MIN. A CEILING NAIL DEADWOOD TO <br />USP LSTA30 w/ <br />NAILED w/5d COOLER TOP PLATE w/16d @ <br />(22)10d @48" O.C. <br />NAILS @ 7" O.C. 4" O.C. <br />O <br />4 BAYS <br />ll--�FRAM <br />E WALL <br />GAIBLE END 5RACING <br />2x4 @ 16" O.C. <br />(TYPICAL) <br />3 w/o VOLUME CEILING <br />uj <br />�_4 REV. 9/30/03 AS SCALE: 3/4" = 1'-O" <br />z <br />13 <br />Rig,W <br /><s>»En <br />L <br />>' <br />ze <br />> <br />N <br />0 <br />Q1 <br />f l <br />> <br />M <br />tn <br />L <br />� <br />m <br />i <br />Q <br />❑ <br />e <br />Q <br />L <br />kgllll2Lna0 <br />CL <br />Q <br />w <br />a <br />=w <br />z <br />0 <br />0 <br />0 <br />Zw <br />(A S - 0 <br />W H U7 LLJ <br />J <br />J <br />0 (/) _ <br />Z � U) <br />Q N Lu — <br />C7 a O p <br />fr000 <br />J <br />H ,¢ Lu <br />Z <br />� <LLJ <br />w <br />>Ez� <br />F �2 Q Q U <br />U) <br />> ,n <br />N (n � � <br />L6 Z 0 0 <br />N _O <c cq <br />rl 07 0 0 <br />LV L6 Y <br />frog <br />LLJ <br />0 <br />J <br />Z <br />LLJ <br />O <br />() <br />y L z <br />Quo <br />�y <br />_ <br />z <br />z > <br />o <br />cwr> <br />Lu0 <br />O <br />joo <br />O <br />O � <br />U 0 <br />0o <br />LLJ <br />N <br />LLJ Of <br />—LL <br />= <br />m -j <br />- <br />z <br />O <br />LLJ LLJ � <br />z <br />O U <br />LLJ <br />J <br />r <br />}0 <br />0~0 <br />Z <br />U <br />Z <br />d <br />O <br />w <br />Q w Lu <br />W <br />az0 <br />Q = <br />r <br />a <br />� <br />U <br />SHEET NO. <br />SAU <br />O <br />N <br />0 <br />0 <br />IN <br />OF <br />25 <br />m <br />O <br />LAST PLOT DATE <br />March 11, 2005 <br />C <br />0 <br />DETAILS <br />