HomeMy WebLinkAbout14030162 Truss Plans �.,
;
�
,
COI��I/LT/iVd�tcc
DrJ Consulting, LLC
6300 Enterprise Lane
Madison, dVisconsin, 53719
Re: B13333585 MiTek 20/20 7.3
RON HAHN
The truss drawing(s) referenced below have been prepared by lltJ Consultfng, LLC under my direct supervision
based on thepazameters provided by ProBuild (Mooresvillel.
Pas�es or sheets covered by this sea1:17919259 thru I7919260
My license renewal date for the state of Indiana is July 31, 2014.
Important Notice'.The accuracy of lhe Tmss Design Drawings relies upon'.All imss and component designs utilize
manufacturer published connector(i.e,truss�plate,etcJ design values and Amencan Lumber Standards Committee
(ALSC)approved rules-writing agency lumber design values(where Southem Pine has been specifed,those design
values are as tabulated in Southern Pine Inspec(on Bureau Grading Rules 2002 Edition Supplement No.131.Lumber
design values correspond with the grade stamp pnor to cross cutting�as(a)approved by the Board of Review of ALSC
(b)tabulated and footnoted by[he appiicable rules-writing agency using a published eftective date,(c)appmved and
published by the American Wood Council for use in the NDS engineering equations for the design of stmctures using
lumber,and(d)referenced in the latest etlition of ANSI/TPI�1,Section 63.
`'`p+���lCjS EP}{�hry��G�i
'.��Q.'�;���STEq'F�"�l'�� -
3Q:F ok:9;
' ; PE-)1072220 ; =
_ • i �j"���'v�—�
� i STATEOF i k'va��� •
�9�,c'':!!bD1AN*:}?�w �
,',''''��S/(/)j�I�II��G``\```
Mazch 11,2014
Ryan J. Dexter, P.E.
The seal on these T'russ Desion Drawings indicates acceptance of professional engineering responsibflity solely for
the truss component(s)depicted on the individual Truss Desian Drawings. The design assumpiions, loadin�
co�ditions, suitability and use of this component for any particular bufldin� fs the responsibility of the building
designeror owner of the trusses, per ANSI/TPI 1. The responsibilities and duties of the truss designer,truss design
enbineer and truss manufacturer shali be in accord with tlie latest edition of ANSUTPI 1 Chapter 2 unless otherwfse
defined by a contract agreed upo�i by the parties imolved.
; �
Job Truss TmssTypo �ry Ply RONHAHN
I]B19S8
813333585 ATOt ATTIC TRU55 12 1
Job Re(erence(ootiorell
PR0891LO, MOORESVILLE,IN46159 ]A3050[II<2013MiTeklntlustries,Inc. TUeMarHW]d-11A11Page1
ID:�W riz2rBhwratKSNpuM9syJ17 W-zy�yuOQHACL5NBz9 W q6MOhNITY XMjHfjN9oxzc4TC
12-11-00 1G&14 1�
6.ii-��a-eia � &�x—�' �zae si-ao F�i.na�z-as� sao ' ii'iP_0.i+i��
4X8 = SraIP=Yfi06
1
3MC — ].20
h0
8.00 12 6 M \
1.Se0511 20 15xa II
LSx4 II �\ 9
� \11
� Gx6 %
T6���
5x6�
3 \\ 3x6 O
i g 16 �p 3xB C
15x4 II�
n
��� �B �124�2
� �j_9/ �\ / ���5 ��3�
g
1�-09 144]
1] Y1
19 1B 16 15 14
ax6= 3x4 = 5'tt - 3x6 = 3x6 — 3xa I I
xs�i-o
e-ais »-�.a zsa n}i�_{
astz eae sao a�-�z aoo
PlateOffsets %V): f72:03-00.1421
LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) VdeA Ud PLATES GRIP
TCLL 20.0 Plates lnuease 1.15 TC 0.83 Vert(LL) -0.49 1648 >578 240 MT20 797/144
TCOL 100 Wmberincreau tA5 BC 073 Vert(TL) -0.BOtfi48 >353 180
BCLL 0.0 Rep Stress Incr Ves WB 1.00 Horz(Ty OA2 15 Na Na
BCDL 10.0 CodeIRC2006/TPI2002 (MaMz) Attic -0251640 397 360 WeighC1391b FT=20%
LUMBER BRACING
TOP CHORD 2tt4 SP 2400F Z.OE'ExcepP TOP CHORD Struclu2l wood sheathing directly applied or&2-0 oc purlins, except
13,11-13:2c4 SPF No2 end vertipls.
BOT CHORD Zc6 SPF No.2 80T CHORD Rigid ceiling direUly applied or 2-2-0 oc bacing.
WEBS ac4 SPF Slud'ExcepC
6-8:2x4 SPF No2
REACTIONS (Iblsize) 15=1542/0.3-8 (mirt0.2-7),19=1301/03�8 (min.0.2-1)
Max Horz 19=234(LC 5)
Maa Up11111 5=1 1 7(LC 7),79=-74(lC 6)
FORCES (Ib)-MaH.Comp./Mas.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 45=-1442I117.5-6=-973/750,6-7=45/714.7-8=-67/660.&9=4027/758.
410=-1412/99,2-19=-250/109
BOT CHORD 18-19=-77/1226,17�78=0/7036,1617=0/1036
WEBS 418=-281/160,548=0/587,C+20=-18831273,&20=d883/273,9-16=01427,
70-16=-39/1109,10-15=-1635/185,419=-145Y/58
NOTES (9-12)
1)Unbalancetl roof live loads have beem m�sdered for ihis design.
2)VvSnQ ASCE 7-05',90mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25R;Cat.�i;Exp 8;enclosed;MWFRS(low-rise)gable entl zone and C-C
Exterior(2)zone;pntilever left and right evposetl;entl vertical leA and right exposed;GC for members and lorces 8 MWFRS for
reaaions shown{Lumber DOL=1.60 piate gnp DOL=1.60
3)Thistruss has heen deslgned for a 10.0 pst bottom chord live load nonconcumenl with any other live loads.
4)Bottom chord live IoaC(40.0 ps�and addi[ional botlom chorC tleatl loatl(0.0 ps�applietl only�o room.161 B
5)Pmvide mechanical conneUion(by others)of truss to beanng plate capable of withstanding 117 Ib uplift at joini 15 and 74 Ib uplift a�
6)TMS tmss is tlesignetl in accortlance with the 2008 Intemational Resitlential Code sedions R502.11.7 and R802.102 antl referencetl `\������"��c��Pj'// l� �
standarEANSIlTPI1. ; �� M �F�'��
7)"Semi-rigitl pitchbreaks wit�fixetl heals'Member end hziry motlel was usetl in Me analysis and design of lhistruss. `���:�G15TF��.S T�%i
8)Attic roam checketl�ot L/3fi0 tleflection. Y Q �¢ � ; .g
9)1. Addi�ional stability bracing br imss system,e.¢diagonal or%-0racing,is always requiretl. Sea — ' pe-11012220 � �
io> acsn. — _
11)23.It is extremery important to pmperty install temporary laterel restraint and diagonal breung,in � e = ? � q
12) accordance wHh BCSI-82 or usng pmpnetary methods(e.g.Stabil¢er,e�c.). ^ 'a : STATE OF j ?'
LOADCASE�S) Standard %9�T�'�CNOInN*•'��`�'�:
.��6'SS O�tA't��G````.
March 11,2014
� wnnww ve�yaeskt�re�a� ar a ae�o u r og�oa»:g o��cioeeo,�arre sn i� .oiii��oero oe q
iaror�� NMTek �n pe�onir msms� oa a ry w w rerssno..� e� r c�m io�a�qcomro �nnq eury �
Wtlesign{a tersaapope � poraro NM co po t� po tiltY���npEepne eolN w tlinbll Lteralrest nt
Oesigndfi0n55M1WmoninCFdtlualweba tl botlm0mbenerefo compesslo � kl B �b �ottoTUIIGnBSddlry4a I g.AEtlifi alt po2ry�esVanU
�gonalbfe �g� - resbtilryd 'g Wcfi � �� po� �dlry IIM1 ' �ell .NtlCt Ip a enlhub g �blrybre� B �m t Ilsmcwre
�clM1eresponedlMINlM1etuiMn0�69ne�orownerof[�etmsses.PorqeneralgudanceieyardngGesgnrespo sdlYes,fabncaf n,qualitycontmLstcrage
aai�rv.e,e��,��eaires�am�a�ae�aao�aiaa=me.����rcnNSirtaitoseasa�aacsice�no��9comro�e��s�ehmro�a�A��a�a��c�vom CONSULTINGuC
secn z�wmv.:mmau: .cwn.
� •
Job Trws TrussType pty Ply RONHqHN
t)819M0
813333585 GW1 GABLE 2 1
Job Refemnc_c�ptional)
PROBUILp, MOORESVILLE,INd6158 1.G30sOCtld2013MiTeNlntluStnes,Inc. TUeMarHaLf4:E23014Page1
10:n8W nz2rBhwratKSNpuM9syJ I]VJ-RBoM9EP52UkC4Xj9YJq32mOjhzzG i z(]6N6jLfJ¢c4TB
�111 12-11-10 � 25-11-0 26-0PF
-11-A 12-0"I-10 t2-01-6 0-11-4
4x6 = Scale=l 61 9
13
12 V 14
800� 11 � ���15
t0 � 16
9 ,' � � P
8 � 18
1 3
] "
1 6 , � 19
� 20
3x6� 6 � � .� 11 B t5 4 3 1 2 � 2t _&e6 ��
2x4 II q � 8�4 1 1 �. � � 22 1xa II
2.aH 6 20�yy99 �� �26
i ���.��� � � �� 31�dB � 2�55�
`i . � _ . � _ ., ,.-crti+-sr4--v x�
n] 46 45 44 43 42 41 40 39 �3] 36 35 34 33 32 31 30 2& 28 P 2fi
2x4 II 3x6 =
2SYIA
25-11-0
Plate Ottsets(X Y): 126'0-1-0,0.0-4�
LOADlNG(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deFl Ud PLATES GRIP
TCLL 200 Plateslncrease 1:15 TC 0.15 Vee(LL) -0.00 25 Nr 180 MT20 197/144
TCDL 70D Wmberincrease 1.15 BC 008 Vert(Tl) -0.01 25 Nr 120
6CLL 0.0 Rep Slress Incr Ves VJB OAO Horz(TL) 0.01 2fi nla n!a
BCDL 70.0 CodeIRC2006lfP12002 (Matrix) Weight:1811b FT=20%
LUMeER BRACING
TOP CHORD 2u4 SPF No2 TOP CHORD Stmctural wootl shea�hing directly applied or 6-0-0 oc putlins, eacept
BOTCHORD 9c4SPFNO2 ehdvetlicals.
VvEBS 2x45PF5tud BOTCHOR� Rigidceilingtliredlyappiiedor6-0-Oocbracing.
OTHERS Dc4 SPF SWd'ExcepP WEBS 7 ftow at mitlpt 13-36.7237,7435
13-36,1237,1435:2z4 SPF No2
REACTIONS All bearings 2541-0.
Qb)- Max Horz 47=237(LC 5)
Max Uplift All uplifl 1001b or less a�joint(s)37,38,40,41,42,93,44.A5.34,33,32,31,30,29,28 except
4�=-225(LC 4),26=-169(LC 5),46=224(LC 5),27=-182(LC 4)
Maz Grav Ail reactions 250 Ib or less at joint(s)26,36,37,38,40,41,42,43,44,45,46,35,34,33,32,
31,3q 29,28,27 except 47<270(LC 5)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
TOPCHORD 12-13=-21/262,13-04=-211262
NOTES (12-15)
1)Unbalanced mof live loads have been consideretl for this design.
2)Wind:ASCE 7-05;90mph�,TCDL=6Apsf;BCDL=6.Opsf,h=25ft;CatJl;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C
Ezlenor(2)zone',wnlilever leR and�right exposed',end vertical leR antl right erposetl C-C tor members and forces 8 MWFRS foY
reactions shown;Lumber DOL=7.60 plate grip DOL=1.60
3) Truss designed(o�wintl loads in Ihe plane o(the huss only. Por studs erpoud to wirW(normal�o the/ace),see Sta�dard Indusiry
Gable End Delails as appilcable,or consWt,qualiiled building designer as per ANSilTF11.
4)All pla[es are 1.Sx4 MT20 unless otherxise�indicated.
5)Gable requires con�inuous bottom choN bearing.
6)Truss to be/ulry.sheathed Gom one face or securely braced against lateral movement(i,e.dlagonal web). ` \�,�U��������i�q� L
7)Gable sNds spaceq at i-4�oc ��� GSEPH �/�
8)ThSlmss�as been designetl for a-10 0 psf bottom chord live loatl nonconcurrenl with any other live loatls: `��� � ,..• �0�,O�
9J Pmvitle mechanical connec[ion(tiy others)oR�uss tobearing plala capable of withstantling 100 Ib upliR at joint(s)37,38,40,41,42.43, `y(^ r�G��TEBF`�',���4'
44.45.34.33,32.31.30.�29.28 exCep�Qt=1b)47=225.26=169,46=224,27=182 � ` e �Q Q ' ,9�
70)Thls tmss is designed in accoraance wRh the 20�61nternational Resitlential Gode sedions R502.11.1 entl R802.102 and referenced � pE-71072220 ' -
standar0 AN51(TPI 1. - =
i t)"Semi-rigid pi[chbreaks with fxed heels'Member entl fxity model was used in the analysis and design of this lmsc. _ e � � � �
12)1.. Additional stabiliry bracing for Iruss system,e.g.aiagonal or X-0racing,is aRVays required. See % q l STATE OS ? R' 2
13) Bcsli. " 9 ' • 'V
14)23.it is extremely Important to propetly Install temporary laleral restralnt and diagonal brecing,in �% �T•�'��y`DIAN*�•����
15) accordance with BCSI_82 or using proprietary methods(e.g.Stabllizer,ete j. ��i��jFSS�J�A;'�NG`\`O�
LOAD CASE�S) Staqdartl
March 11,2014
� WqRNING V fytl D ��a I tl d t �M1' T Oeg � 'g E' IaeEDJRf �c SM1 t( 0311)bt u,pe'g '
IW f r use �h M T k en q�e ly T�' d g be tl ly � pa � M1 ' 4' fo tl J I b Id' po [Appl' lty �
oftlesgn�u te dryapa ipp W tM p0 f� sp blry fb'Idgtlas'g fN t ntl�nhll Lt I � nf
tlesgneHo s �ownon d tlualvrebantic� tl mberse �f mpessione kf gonly tf N'Id� g Udliryb g.AEdi� nalle po ry L2nV
d go aIM n6� resla�lrytl �g �'V t � � - ponsdlity ffM1 t 11 .Atltlt Ipe enthultl g t bly�m g flFi II hcwre
sMerssponsdlMofMaLVIN gd m e orown rofMehussesPo g eral9�aencer gardngtla59nresponsdlNes tabncat n quafrycon[ml, lorege. �"
aai�rv.are�o��iamaiaso-si aaiao�aiaa�me.�o�:m�aNSUraitoaeasaoaecsi�eem�acomao�e��sar�vmro�am�)a�iemar,om CONSULT/N4'uC
seCP,atwAw.sxnau �om.
�, � , :
�o n � m � � . �r y
n`^ z c D � .A D o 9 � �
v,w = ,y �o m ti � �. v ~ �
e � 2 � D x m 1
� ? 'n m 'A m o ° I I � � O
�' ��.2 �� � -�i c o °� D O
� `^ C � N � . � A V � � �
�oa4�m`� °- D � a O O
n' f°� Nn°- � � `° ca �ACO�oo'�n Z m o. � m �o -�I � on o Z N
ocoon � 0 3 °-08 "a �",°_-�-°mn 3o'F,J a » �4 � aoo � �.o ��m D
'mmo3 'am �� moo ° zN°�o-a .`-=.� O maam `m � � ;�-< � �x °-�.�°-m `D� o
n �Q-O � -n.� fN �� �ITA�NNC �. D � �� w �C (1a� OON �'p '_^,p � O
Q���� a2�p tsDt�i � � �D�a< � m� � smpa � QO.p � =Q ry � � ipo �o
��o � og� � p� o �;,,.n„D 6o�g O Q °ocm � � � 5� � .°�� 3 �o �m z
o �„o,o o-� ca. ooA o o. z � � � . owa � o Qw-. ao �
�-mNQ � �-� � � J �Ay �.A�.Q Qa0_O 3 � 0 � � Q Q6].p � y
� Qn -� N � . O�
N° o��No �nos ,.�,,.;,a � ���� 3 `D � m °� �' msµa�� �
�ss. � � coo „ m �AZ 'momo omaJ F „ v o J� � . � z
`�� oo no o `� a `D c ��;, `° n =.� o�.� m o o� � o ax �
°n3 ° � �`o.-2m om `D-.3 �o � �,ao N � m' � m' �
��g �m " �° z<n„ 3mo' » � w � °� x
N1� c' � ' 'c = �_ =� -^a QN w
fl' � (1 — Y I� p ��O �'C � �G
� p' v�
7 �
� Jm�ti � A �� m,n,a TOPCHORD
� �A�'A C� O wO �O= � Q-e _.
O� A mCH �
oa � m G „iu
� O W�vU'_ A n '�i'^ �OD C
O WZWrn ry -i m= mm �, P
� r.� t�m' �n 0 f) �p � n � a 3
� n A.pA
` �(JI�'�. y � Am Cm O � �9'{
� �P C,�f.� !^N N z 6 m V
u� N N D N� O n /N
� O m Pm i T A,� V O W}] ON �
� A PA z rZ 3 � O a?
� + V J
D Z �
� O � D Z �� � N �N. ,^
N = n A O O �L`
r D D o o mo o � 4, � j.J �N/
� � K T N N � O \
A i z�; o � y
�w� to � o � �
m �
a o� N � A' p o �.
Q� � Z m O W 36 W ❑ �:. �
O R10 A �%
7 7 �
� C � ~f n a � `ry
�'� �- ry O m N a �" �
Nm�o a �
J� _ U C45 p
�?� TOP CHORD
m
ti � � � � �. v �m � m� , ti ,• � T �
n �z $��� ���� �� . .@fl.c�-�G ��' y� ��;8 ����,�� 8"a$ � 3� �� &'���gE�,�d2€a� �d2�8 � ��
p � ����� �R �� � ��-�g .���� � ���� ��� ��g�� ����z��a� �� � � ��� � a� �a o m
� � a.a$ ag o� � ����a� �s�sg � a �y �� � ��� a x � � ���8 � �`w cfl /�
�g� gg�3. aR �HI.�a ��% s�-�rv dy�i �.�RB.� o�a's� �fRV�`i �Gi°3 =?��- �.� as� s��� � � � yI
�ag� 3. $2 � a� 8g2a8��„ s���� � �da�w��c'��'zL3g�8� � ° a'o�, 8$ �,FR��� �'� �� 9 O � �
23 �...i'8� � lR �'1 � �° � '�a 6N � � Q 2 �
� ���g��s�a��� a$ �o���`���� � � �'�a �� ��� � � � �a� "� �NZ' $� �a�� c a £ �
� ��Q �8 s� �� a a �� � � � , �$� � a � �� ��v�& ag � � Cl �
� �"' a�� �.3'2s�'g �'�� 'ro"a ��a � ��� � �� e�g �? 9 � � �.� d � �' � �� 'S � p �
°�x����F� �z o.p a 2 'z.x '�p�m gAQ. a � 3 � � � i� 3 � �
R �A ���R ��`nt�s�'�� `g`6 �R�'$m,= "S? '���g� g�, a��� � �^ m 'K. p. �R' � �a � � ? Q (/�
� a� a � a �� � �� a so - a � v ,� � . " c' Cl
��� ��g�a8 �° �� � oSa s��a� a ��� ���� _ � � � � �� � a � � w.R o -z fl Q
d ��� sd ; �� �§ �- � � ��s � a� � 8 � � � � �� - y �
d�� �� i�� �;� s� �a $�. � v ° ��� R _ � _ � � � Q � � R R � rt
g �� ��� �$ �� � "�g �� � a� � � - � - � 3 = � � � � �� " � `<
-�ma� �� _� g�� �fR Qa .� 9R °0 � S � o�, '-� � a Q �� a � 3 0 -N �. �
�.� ���a �.._�� �a'� �; a � 4"�"� °a = � o ? B 3. � a � „ ? �, � -p �
� s .F� � _ g 1� a �. '° �'-" � (D
�� ��R��S �1��d�m� °�� ���a $ �sa°." � - � s � � g � '� � � � � � � � �
�R ��°:��4q `°a�8�� �� � - �ad �, ' �' � _ �3 R do a a r 'm '� fD
s8:� � -� 5.3.EE � � a a � ��� � `° � � d � �. �- � � �a
'�� �g0 �fR.�R H�y ,F o � o R U� � m �� d � ��� � u � y
,°s- - a. � � ?.
_ _ _�
ap'�➢g P°���
o3m3 2aae« C
�gs�3m°:y
s"�rss3mn^ �N
mq4en4 4�.��_
�2�a;3°xa�N �
n49�m�$�g���
ssR§���$ 5 N
g'p�a t��
�"eg� �g ma �
�G x9 Re 5
m�o� z, �� �l�
23-11-00 N3e�n II� a2U/
z�g� �gs : G
�«� n 54. m��
p �,'� e
3 aN -
, � I Eo�
--_ _` --- _=-__-"--__.__-..,_.-_-- : ==IAT01
_ _-: -
.._._° -.`---. _ .. -: -IAT01
--- - --�— _ - -_- .
_ _- - - _= =_ - _ _ _ - _ - - =1ATO,
-- -- -_-__ _=--`--`_-_._.__=,__ ---_ �JAT01
- . _
_--.._� _::.-:. -__-_"_-___-_—_ __. .- .._. _ -_..,.. --__ =-�P,T01
� - ° -- _-,. - - . ._�-:... . _.._-.. -- � --�=I T01 �
- _ - -
$ =----° --__=—`-=----.-_-._ .:-"-_----- --:- -IAT01 �
I
-_'_- -_ _- - - ----