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Gable Stud Reinforcement Detail
<br /> ASCE 7-101 140 mph Wind Speed, 15' Mean -Height, Enclosed, Exposure C, Kzt = 1.00
<br /> Dr+ IM mph Wind Speed,15'Mean Height,Partially Enclosed,Exposure C,Kzt=1.00
<br /> an 120 rph Wind Speed,15'Mean Height,Enclosed'
<br /> Exposure D,Kzt=1.00
<br /> Or, 100 nph Wlnd Speed,15'Meon Melght,Partially Enclosed,Exposure D,Kzt-IAD
<br /> 2x4 Brace (1)1x4'L'Brace■ (1)2x4 L'Brace■(2)2x4'L•Brace=a)2x6'L Brace■ (2)2x6 L'Brace M radng Group Spedes and Grades
<br /> Gable Vertical No
<br /> Spacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A,
<br /> NI/N2 ,3' '3' 7' ' 8' ' e' 1' 0'3' to,8' 6' 14'0' 14'0' r.
<br /> U S P F N3 4'V 6'7' 7.V 8'6' a,10, 10'1' Ili'6' 13'4' 13,10' 141 V 14'0' e3 Stud N3
<br /> U H F Stud 4'V 6'7' 7'0' 8'6' e'too 10,1' 10'6' 13'4' 13'10' 14'D' 14'0'
<br /> Standard 4'V 5.8' 6'0• 7'7' 8.1' 10,1' 10'6' It,10• IV e' 14•o' 14'0' Ins fF-Lards SauShern PMsu
<br /> NI 4'6' 7'4' 7'8' e'B. 9.0' 10'4' 10.9' 13'8' 14.0' 14'0' 14'o' s3 03
<br /> _j o SP N2 4'3' 7'3' 7'7' 8.7' e'11' 10'3' 30'8' 13'6' 14'0' 14'0' 14'0' Stud
<br /> Standard Stnndord
<br /> (�LI D F L N3 4.2' 6.0' 6'4' 7'll' 8'6' 30 2 l0 7' 12'5' 13 4' 14.0' 14 0'
<br /> Stud 4'2' 6'0' 6'4' 7'II' e'6' to,2' 10'7' 12,5' 13'4' 141 0' 14'0'
<br /> d Standard 4.0' 5'3' 5'7' 7'0' 7'6' 9'6' 10,a III 0' 11'Iw 14'0' 14'V Group Bt
<br /> U N1 /02 4'11' 8'4' e'e' 9'10' 10'3• 11'8' 12,2' 14'0' 14'0' 14'0' 14.0' Muir
<br /> S P F N3 4'8' e'1' a 8' 9'e' 10,1' 11'7' 12'1' 14'01 141 V 141 0' 14'0' s1 L
<br /> L U H F Stud 4'8' 8'1' 8'6' 9'8' ID'1' 11'7' le'1' 14'0' 14'0' 14'0' 14'0' s1
<br /> C) Standard 4'8' 6'11' 7'5' 9'3' 9'lie 11'7' IV 1' 14'0' 14'0' 14,0• 14'0' Flr{arch Southern pkr -
<br /> NI 5'V 8'5' e'9' 9'it, 10'4' Il'10' IV 4' 14'01 14'0' 14'0' 14'0' el e1
<br /> S P N2 4.IV 8'4' 8'8' 9'10, 10'3' IS'8' 0 2' 14'0' 141 0' 141 0' 14'0' �
<br /> N3 4'9' 7'4' 7'9' 9'9' 10'2• 111 8' 12,1' 14'0' 141 01 141 0' 14'0' 1x4 Braces sma be SRB(SL-ess-Ratad Boarda
<br /> O1 D F L Stud 4'9• 7'4' 7'9' 9'9' to,2• 11'8' 12 P 14.0' 14'0' 14'0' 14'0 1x4 so PL,e art only Wust hl 55 or
<br /> Standnrd 4.8' 6'S' 6'10' 8'7' 9'2' 111 7' 12,1' 13'6' 141 0' 14'V 14'0' LTNatrhl 45 Stress�tated Boards Group B
<br /> NI /N2 5'5' 9'2' 9'6' 10,1& 11'3' 11,8' 13'5' 14'0' 141 0' 14'0' 14'0' values ra be urea slab theca roars
<br /> d S P F N3 1' 9'0' '4' f0'8' 11.1' 12'9 13' ] '0' 14'0' 14 0' 14'0' Gable Truss Detall Notesi
<br /> LJ' UO HF Stud 5'V 9'0' 9'4' 10,e' U,1' 12,9' 13'3' 14'0' 14'0' 14'0' 14'0' WkW Load defection criterion Is L240.
<br /> Standard 5'V 8'0' 8'6' 10,e• Ill 1' 12'V 13'3' 14'0• 14'D' 14'0' 14'0' P-5de uplift con—U—for 55 plf over
<br /> x Nl 5'am 9'3' 9'8' 10,11' 11'4' 13'0' 13'6' 14'0' 14'0' 14'0' 14'V -nthuoun bearkV QI psf TC Dead Load),
<br /> d P a 02 5'5' 9'2' 9'6' 10,10, IV 3' 12'11' 13'5' 14'0' 14'0' 14'0' 14.0' Goble end suppvis fond from 4.0•outtookers
<br /> N3 5'3' 8'5' 9'0' 10'9' 11'2' 12'10' 13'4' 14'0' 14'V 14'D' 14'0' rlth 2'0'wart. ,or 12'plyroad overh.Xp
<br /> .--1 D F L Stud 5'3' 8'5' 9'01 10'9• 11'2' 12,to, 13'4' 14'0' 14'0' 14'0' 14'0'
<br /> Standard 5'If 7'S' 7'11' 9'It' 10'7' 12'9' 13'3' 14'0' 14,0' 14,0'
<br /> Attach'L'traces with led(0.128'x3L'ria MeG
<br /> ahte Truss 31f For L'b— spoor.ells at V o.c,
<br /> ti fD 18•erd zones and 4•o.c.beteem zones.
<br /> Dbgonnl bran option 7KW r(m'L'braces apace raft at 3'os.
<br /> wrttt length nay be T M 18•end zoos vd 6'as beteem zoos
<br /> daWled when dagool IS, y( 'L'bm&g nust be a rk&M of BOX of reb
<br /> Mace 1.used ca n-t L renber length
<br /> dagonal brace for 4508 'L' Gable Vertical.Plate Sizes
<br /> at each e L Max eeb Br ce
<br /> total terrBth Lr 14'. WK Verticnl tit No
<br /> 2x4 ff'-L Ne ar I Less than 4.0' 1x4 or 2x3
<br /> better dngonal r t Greater than 4'0' 3x4
<br /> Vertical Iergth sham bmracel sbgle
<br /> in table above. doubt cut 8' 1IE N 1 I lltb
<br /> 45• fns shot)at L 1 (riy ♦Refer W corran truss tlsNprt for
<br /> upper end peak,Splice.WW hMl plates.
<br /> Corrrct dm at t e`` S•e f:. Rehr to the B.Ldtg Designer for condtk—
<br /> FAdpoht of verticnl web. Refer to chart aD 8r rx gab r•�Ny rigth ^=t°da-eased by ws det°t'
<br /> s AWG--WM rim fOLLAr A1L MDIQ a M O.MM
<br /> e)FWM(T�FUOM T1dr]F4VDG TD ML CONtPA Too Dal TNc `DWM1i • 708 REF ASCE7-10-GAB14015
<br /> Tnaree r•v+•ntrrr mr.b r.vio.tayW nad.e wdMoa)p b w: • .•
<br /> fills ttr lebrt edebn w�atsdy raovMnt mr.y`�P°n�enamu�r TPI aM SSfN ra,ct.r.ty; DATE 10/01/14
<br /> a+or b p.rfo,.ap Sae.runcelart Dawl.rt eau prow. _ DRWG A14015ENC101014
<br /> '6aow antra.t, era eau mat aw••tr attodMd ee.xwsltrO
<br /> malt mat a properly ottodMtl LRX w Shan for per,ertnt utn+l—4 E
<br /> milt mytre�q a rmlua per s ad s.�c -n.n o-m,o. plob.b.ma f.o
<br /> "LP0 rg or_U ad pod"0 fo, am..sae en w bht n.bt., "ob�.�M �.. 9 S T 0
<br /> Rater b� 160A-Z fay tWNrrd pltb aodtbu
<br /> Maas,a dNWn o1 ITV�/d,a CapuMnte I-du rat b reepoutle fog or_ry 6•n G i •et�. f•LV
<br /> AN ITWf7DA4MNY ehY eaeep,eq febts to WdIN bw N mdoworo rfth MIMP!L or far naaanW V
<br /> arbuatb.a tons or tnuvs e..............
<br /> •' MAX. TOT, LD, 60 PSF
<br /> 13T33 BLmR•n DMa e W an nir ti�or mrtr1ope aaltig fMe�'ar►i•hdatH oI pro/erraal
<br /> Suaa xao For•re awry'fm tfr daeu 71r sutvalty.as uw W t)eR drs.to st+/ �N�
<br /> ��.e.spv�eq 0 zudrp D.4—per wmrtrl I sew
<br /> M•vk.d M•Iyue.uolooa3 o �w ��� � �p y,,ot/_)61201 MAX. SPACING 24.0'
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