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Home My WebLink AboutLA182609 . �-1�� ' �``� t ��c��' SEQN:27746 COMN Ply: t JobNumber:T204582-REP Cust:R9�73 JRef:1WYW9073b032T30 , FROM: Qty: 8 Dsgnr:Dustln Rhodes OrwNo: 266.20.1548.11617 Truss Label: 81-REP / GO 09/2212020 i 55"5 i 10'11"8 16'5"1� 21"It" i � 5'5"5 � 5'6"3 + 5'6"3 + 5'S"5 =4X6 D 12 s4X6 w4 �a4X8 7 � C E � w5 1111.5X4 �'24x48 23132"gussels (a) s III1g (a� w3 F �� A '2 G ,,, ,,, ,,,,,,, , �III4X6 =3X4 =-3X6 =3X4 �Z 1114X6 H 4 break �2 �— 2rt�^ C�2-0-0 ��.�i ��•» � rrs + a�s•s + rs-» F--�._�•5•-I 7'3"'It 4'11" 14'TS 21'11' Loading Criteria(pst} Wind Criteria Snow Criteria(Pg,Pt in PSF) DefllC51 Criteria ♦Maximum Reactions(Ibs) TCLL: 35.00 Wi�d Std: ASCE 7-16 Pg:NA Ct:NA GAT:N PP Deflection in loc Lldefl U# Graviiy Non-Gravity TCDL: 1�.0� Speed: 115 mph pf;NA Ce:NA VERT(LL): 0.056 K 999 240 �� R+ /R !Rh I Rw !U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.089 K 999 180 L 1377 !- /- /581 /26 1176 BCDL: 1Q.00 Risk Category:II Snow Durafion:NA HORZ(LLj: 0.032 F - - H 1372 /- /- /581 /26 !- Des Ld: 55.04 �P'C Kzt:NA HORZ(TL):0.050 F - - 1Nind reactions based on MWFRS Mean Height 22.47 ft L Br Width=5.5 Min Re NCBCLL: 1Q.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 9 Q=Z.Z Soffit: O:OQ B�DL:6.�psf IRC 2018 Max TC CSI: Q.461 H Brg Width=5.5 Min Req=2.2 Load Duration:1.15 MW FRS Parallel Dist:h!2 to h TPI Std: 2014 Max BC CSI: 0.535 �arings L&H Fcperp=425psi. Spacing:24.0" C&G Dist a:3.Qa ft Rep Fac•Yes Max Web GSI:Q.482 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FTIRT:16(0)/10(0) Maximum Top Chord Forces Per Ply(ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.2�.01.01.0616.17 C-D 175-1454 Q-E 176 -1454 Lumber Top chord:2x4 SPF#1/#2; REPA{R INSTRUCTfONS: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x4 SPF#1/#2; Chords Tens.Comp. Chords Tens. Comp. Webs Zx4 SPF Stud;w3,w4,uv5,w6 2x3 SPF#3; CONDITION: This roof truss(Original Truss Label:61)has a break in L-K 1259 -16 J-I 934 0 Bracing the bottom chord at the location shown. All connectoe K-J 934 0 I-H 1259 -18 plates and joints shall be intact and undisturbed. (a)Cortti�uous lateral restraint equally spaced on member. SOLUTION: Maximum Web Forces Per Ply(Ibsj Restore the original cam6er to the Wss and support as Webs Tens.Comp. Webs Tens. Comp. Loading necessary. g_L 140 -393 D-I 463 -37 8ottom chord checked for 10.00 psf non-concurrent + Cut and apply 23/32"x(as shown)APA rated sheathing L-C 28-1512 E-H 28 -1512 live load. 48/24 exposure 1 OSB gussets to both faces of the �_D 463 -37 F-H 140 -393 truss centered or pasitioned on the joints as shown. Wind Attaeh gussets using 8d box nails(0.113"dia.x 2.5" long)at 2.0"o.c.staggered throughout all members. Wind loads based on MWFRS with addiiional C&C Appiy nails per NDS requirements.Gusset label indicates member design. Height in i�ches X Length in inches.The mi�imum number Wind loading based o�both gable and hip roof types. of nails required in each member on each face is shown in eircies.Apply nails into good wood. i N�reky certlty that this pian,specificafiun, , ar report was prepared 6y me or under ttry direct supe�vision and that I am duly Reqis- tered Professianat Engineer under the lawa of the State of Minnesata ..••�A4ty.l_.(JB.:t)'l.l".S4#il,P.E_»».•._..., Da�122/2020 Reaislrat€nn Na.'?::5 '*WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPQRTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS WCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq,handlin ship ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Informatlon,b TPI a�d SBCA)to�safe y practices rior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted o�therwise,top chord shall have properP attached structural sheathing and bottom chord shall have a properryiy � attached riqid ceilinq Locations shown for permanent lateral resiraint o�webs shall have bracing instafled per BCSI sections B3,67 or 61Q, as applicable. AppTy plates to each face aT truss and position as shown above and on the JoinTaetai4s, unless noted othervuise. Ffefer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division Qf ITW Building Components Group Inc.sfiall not be res p onsible for any deviation from this drawing,any failure to build the ,,,,,,,,,�,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping,,installa tion and bracinq of trusses. A seal on this drawin or cover paqe Zg2p N.Great Southwest Parkwa listing this drawing indicates acceptance of professional en Qinee�ng respansibili solelyTor the design shown.The suitability and use of fhis drawing for any sCri�eture is the responsibility of the Buitdi�g-Designer per ANSI/T�I 1 Sec.2. Grend Prairie,nc 75050 For more infortnation see these web sites:AI ine:www.al ineitw.com;TPI:www, inst.o ;SBCA:wwwsbcindus .com;ICC:www.iccsafe.o ' �� .�`�' l��Ua� SEQN:27741 COMN Ply: 1 Job Number. T2d4582-REP Cust R 9073 JRef:1WYW9073D031T30 FROM: Qty: 8 Dsgnr.Dustin Rhodes DrwNo: 266.20.1534.11667 ' Truss Label: 81-REP / GO 09/22/2020 � 55"S � 10'11"8 1G5"11 21'71" � . r 35"5 56"3 � 5'6"3 5'S"5 , . =4X6 D SC Dc4x8-0-0 scab applie0 to eaM faee ' . . 7 � �� 4E6 � 'ao � break break 1111,�SX4 �a� w3 �� IIH.5�4 3 �� 12 12 X 13 � A G 4 � _ K J i H 1114X6 3X4 =3X6 18 �1114X6 %*square cut end *�� s:za�i�s^yusse�s furtight fit new 6ottom chord section ' z�•�r � +-15-3-0 =3� � m+-0-4-4 rs^y� rrs a�e^s ra•i� �'�� " ��•» + g��• + ia•rs � zrir �`��5�� Loading Criteria(ps� Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLl: 35.l1D Wind Std: ASCE 7-i6 Pg:NA CY:NA CAT:N PP Deflection in loc Ldefl U# Gravity Non-Gravity TCDI: 10.00 Speed: 115 mph Pf:NA Ce:NA VERT(L�): 0.056 K 999 240 Loc R+ /R- /Rh !Rw /U !RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(Cl): 0.089 K 999 180 L 1372 !- /- /581 /28 /176 BCaL; 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 F - - H 1372 /- /- l581 /26 /- EXP:C Kzt:NA Des Ld: 55.Od HORZ(TL): 0.050 F - - Wind reactions based on MWFRS NCBCLL:1Q.00 Mean Heighr 22.47 ft guilding Code: Creep Factor.2.0 L Brg Width=5:5 Min Req=2.2 TCDL:6.0 psf H Br Width=5.5 Min Re 2.2 Soffif; 0.00 IRC 2018 Max TC CSI: 0.461 9 4- BCOL:6.0 psf Bearings L&H Fcperp=425psi. Load Duration:1.15 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.535 Membars not listed have forces less than 37S# Spacing:24.0" C&C Dist a:3.Q0 ft Rep Fae:Yes Max Web CSI: 0.482 Maximum Top Chord Forces Par Ply{t6s) Loc.from endwall:not in 9.00 ft �lRT:16(Q)110(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind duration:1.60 WAVE VIEW Ver:2�.01.�1.0616.17 C-D 175-1454 D-E 175 -1454 Lumber REPAIR INSTRUCTIONS: Maximum Bot Chord Forces Per Ply(!6s) Top chord:2x4 SPF#1/#2; Chords Te�s.Comp. Chards Tens. Comp. Bot chord:2x4 SPF#1/#2; CONDITION: W ebs:?ac4 SPF Stud;w3,w4,w5,w6 2x3 SPF#3; This roof truss(Original Truss Label:B1)has the L-K 1259 -18 J-I 934 0 Brecing bottom chord broken at 2 loctions shown. All K-J 934 0 I-H 1259 -18 conneetor plates and joints shall be intact and (a)Continuous lateral restraint equally spaced on undisturbed. member. Maximum Web Forces Per Ply(16s) SOLUTION: Webs Tens.Comp. Webs Tens. Comp. Loading Restore the original camber to the truss and suppoR as B-L 140 -39;i D-1 4�i -37 6ottom chord checked for 10.�0 psf non-concurtent necessary. L-C 28-1512 E-H 28 -1512 live load. •* Carefully cut and 2move part of existing bottom choed K-D 463 -37 F-H 140 -39:i to accommodatea new bottom chord section as shown. Wind Square cut remaining end for a tight fit of the new Wind loads based o�MWFRS with additional C&C bottom chord section. member design. x Accurately cut,fit,and inseR 2x4xlength shown SPF#1/#2 (equal or better) new bottom chord section W ind loading based on both gable and hip roof types. as shown. Make sure there is a tight fit at the feft end. + Cut and apply 7116"x(as show�)APA rated sheathing 24116 zuposure 1 OSB gussets to both faces of the truss centered or positioned on the joints as shown. Attach gussets usi�g 8d box nails(0.113"dia.x 2.5" long)ak 2.0"q.c.staggered throughout a�l members. Apply nails per NDS requirements.Gusset label indicates Height in inches X Length in inches.The minimum number I heredy certifytiratthis plan,spedflcatinn, of nails required in each member on each face is shown ur reNnrt w�pi�epareA by me ar under my in CifGBS.Apply flail3 IntO g00d wOOd. d3redsupervisinn an�l thai l am duly Reqis- SC Cut and apply a 2X4x length shown scab to each face - tared Prafassi�nai En�ineer under the Eaws of the truss centered on the square cut as shown. Attach nf the Siate of Minnesata the scabs using 0.128"x 3.0"1�d box nails at 3.0"o.c. ��,"i • . staggered throughout all members.If shown,the _...,...F...�,.....„..�,�,,,,,,,,, ,,,,,eK...._............,�,..._. circled numberfolloWed by X denotes the minimum Es��r.cs�s_=.rar��4xi,�.e:. number of nails required on each face of each member oa�l22/2020 Rersistrafion No.rt7235 on each side of the break in good wood. Apply nails per NDS requirements. "`*WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shi ping,instal(ing,and bracing., Refer to and follow the latest editio�of BCSI(Buiiding Gomponenf Safety Information,b TPI anc7 SBCA)fo�sa�ety practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted o�herwise,top chord shall have properl attached structural sheathing and bottom chord shall have a properly � attached riqid ceilinc� Locations shown fcar permanent lateral resVaint o�webs shall have bracinq installed per BCSI sections 63,B7 or 610, as applicab�le. AppTy plates to each face oi truss and position as shown a6ove and on the JoinTDetails, unless noted otherv✓ise. f�efer to �q LP1 N E drawings 160A-Z for s�andaM plate positions.Refee to job's General Notes page for additional i�formation. Alpine,a division of INV Buildin Components Group Inc.shall not be res p onsi6le for any deviation from this drawing,any failure to build the �„�,V,zo�,,, Vuss in conformance with ANSI�PI 1, or far handling, shipping,,installa tion and bracing of trusses. A seal on this drawin or cover pape Zg20 N.Gneat Southwest Parkwa Iisting this drawing indicates acceptance of professional enq_ineenng responsibili�r solely for the design shown.The suitability and use of fhis draw�ng for any sTr'ueture is Yhe responsibiGty of the Building-Desig�er per ANS!/TPI 1 Sec.2. Grand Prairie,TX 75050 For more infortnatlon see these web sites:AI ine:www.al ineihv.com;TPI:www.t inst.o ;SBCA:wwwsbcindus .com;ICC:www.iccsafe.o