HomeMy WebLinkAbout1295.98 Truss Plans �
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' �° MiTek Industries Inc
PO BOX 7359
ST LOUIS MO 63 V7�1359
�IT�i A\�) 14515 NORTH OUTER�FORTY
CHESTERFlELD MO 630R-5746
USA
FAX�314�434 5343
TELEPHONE�314�434 1200
Re:shelby
DURA BUILDERS SHELBY ELEV.
The truss drawing(s)referenced belo�v have been prepared by MiTek Industries, Inc. under my direct supervision
based on the pazameters provided by Eagle - Indy
Pages or sheets covered by this seal: J235806 thru J235823
My license renewal date for the state of Indiana is July 37, 1998.
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T sea!on these draivings indicate acceptance of professional e�gineering responsibiliry soley for the
truss components sho�m. The suitability and use of this component for any particular building is the
responsibiliry of the building desigtter, per ANSUTPI-1995 Sec. 2.
�Truss russ
� voe — �ry Pr—�p L7q',�HOIL6ER$-5HEC8YECE�-A
� SHELBV A ROOFTRUSS II .1235806
ag e n ustnes,IN6PC51a�s., 382 4:�3� s RpT3�T3�'� e � n astnes,. nc. u pr ; 3:6b-1�J8g-�ge i
'q'10i6 6$13 � �13-0-0 _� 19-3'3 26-0-0 2�-10-6
0-10-6 6-8-13 6-3-3 6-3-3 � 6-8-13 0-0 6
4X6 II
7.00 rTZ-
4
Sx5�
Sx5��
�" 3 5
�
�
ell 2 67I�C
0
3x5= 10 9 8 3x5= �
3x4= 3x4— 3x4—
&9-74 17-2-2 26-0-0
&9-14 &45 &9-14
ate sets
LOADING �pst) SPACING 2-0-0 CSI DEFL (in) poc) I�dafl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.45 VertILL� -0.05 10 >999 M20 197/190
TCDL 10.0 Lum6erincrease 1.75 BC 0.52 VertITL1 -0.24 8-10 >999
BCLL 0.0 Rep Stress Iner YES WB 0.31 Hoa1TL1 0.04 6 n/a
BCDL 10.0 Code UBC/ANSI95 1st LC LL Min I/defl = 360 Weight:95 Ib
LUM6Efl BRACING
TOP CHORD 2 X 4 SPF ie50F 7.SE TOP CHORD Sheathed or 5�2-12 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling diract�y applied or�10-0.0 on cantar bracing.
WEBS 2 X 4 SPF�Std
REAC710N5116/size� 2=7089/0-3-8, 8=1089/0-3-8
Max Hors�2=-12511oad case 21
Max Uplift2=-778poad case 4�, 8=-176poad case 4)
FORCES Ilbl - First Load Case Only
TOP CHORD 1-2=13, 2-3=-1445, 3�4=-1256, 4-5=-1258, 5-8=-1445, 6-7=13
BOT CHORD 2-70=1237, 9-10=844, 8-9=844, 8-8=1237
WEBS 3-10=-372, 4-10=506, 4-8=508, 5-8=-312
NOTES
1) This truss bas been checked for unbalanced loading conditians.
21 TFis truss has 6een designed for the wind loads generatad by 75 mph winds at 25 ft above ground level, using 5.0 psf
top chord dead load and SApef�bottom-chord dead load, 100�mi hom liurricane oceanline, on an ocwpanry category I
, condition I anclosed building, o(dimensionc 45 ft by 24 k with exposuro C ASCE 7-93 per UBCIANSI95 If end
verticals or caMilevere exist,they aie exposed to wind. If porches exist,they are not exposed ta wind. The lumber
DOl increase is 1.33, and the�plate grip increase is 1.33
3)All plMes are M20 plates unlesc offierwide�indicated.
41 Provide mechanical connection (by-others)of truse to bearing plate capable of withstanding 1 78 Ib uplift at joint 2 and
1 78 Ib uplift at joint 8.
51 This huss has been designed with ANSI(fPl 1-1995 eriteria. o+c�^
LOAD CASEIS� Standard ey S• �cV�
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May 4,1998
AWARNINO�V�r�(y Grlpn pur¢m(t�r..and R6A0 NOTE9 OXTH18 AIYD RLVER96 9IDE BEFOFL I19E. � �
Ovfqn vclq bi uu OnN W Xp MI1ak connectw�.I�Y NYpn Y bauG onN�POn pa�am�l�n tl�own.aM Y lo�an NtlW1auO1 bu1ON0 cdnPOn�nl to W �
mtlaibO anO bOtl�E valbaN.APD�CabW1Y ol OOtlpn'paiam�NU antl pop��N<orpqatMl ol cOmponsn�Y i«pomWlYtY ol Dulqlnp tlmlpn��.not t�ml
G�+qna. Bracy+p�MO�un Y la hlaal�uppotl ol YNNlawl w�b m�mGU onN�Atltltlbnol t�mpoiary MacPG to bmi�qobWry CwNp condmcibn p I�s
iNponupilnY ol tM �wc�w. �Etltlbnaqpsiman�nl biacNp ol 1��ov�wl�VUCIVw Y t��inponabYllV ol t��.DaNdNO tl��pn�i.Fo�p�n�ial O�bance
�ipoitlMO IOb�kalbn.GuaNY COOhoI.tlaaptWMWN.��Klbn Cntl WacNp.cOMatl 0f1-!!OuaWY nOMO�tl.�]�.EV Iraclnp SpKXICatbn.orW X14VI �iTek�
NanOIVp In�lalllnp aM�ioclrq IlKqnm�ndolbn avabDl�I�om fi�u Pb��Nalll�l�.SBJ D'OrwM1b Dilw.MaGhon.W I 53)1 G.
ab rusT s russ ype tv Ply 6DRA-801C6ERS SHEL�V"E[ECr-.4 1
, J235807�
SHELBV AA ROOF TRUSS 4 1 I
age n ustnas, NDPCS. �d7s., F1482T7 .6 s pr i g n vstnes, nc. u pr D—TS�T7-0T7�J38�1—�
� 6-&13 � 13-0-0 � 19-33 � 26-0-0 2G-10-6
6-8-13 .6-3-3 6-3-3 6-8-13 0-10-6
4x6 I I
7.00 riT
3
Sx5�
Sx5�
"' z 4
�
�n t
v� 5 6 ,'v�
� 3x5= 9 8 7 3x = o
3x4- 3x4- 3x4=
&9-14 17-2-2 26-0-0
&9-i 4 8-4-5 &9-14
ate sets
LOADING�psf) SPACING p-0.0 CSI DEFL �in� �loc) I/dafl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.45 VertllLl -0.05 9 >g99 M20 197/190
TCDL 10.0 Lumber Increase 1.15 BC 0.52 VertITLI -014 7-9 >999
BCLL 0.0 Rep Svess Incr YES WB 0.31 HorzITL) 0.06 5 n/a
BCDL 10.0 Coda U8C/ANSI95 1st LC LL Min I/defl = 360 Weight 9416
LUMBER BRACING
TOP CHOHD 2 X 4 SPF�1850F 7.SE TOP CHORD Sheathad or 5-2-72 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.SE BOT�CHORD Rigid ceiling diractly appliad or 10-0-0 on canter bracing.
WEBS 2 X 4 SPF Std
REAC710NS Ilb/size) 1=1028I0.3-8, 5=1089/b3-8
Max Hors 7=-7 ql lload case 2)
Max Upliftl =-134�1oad case 4�, 5=-778�1oad case 4)
FORCES pb�-First Load Case Only
TOP CHORD 1-2=-1445, 2-3=-1258, 3�4=-1258, 4-5=-1445, 5-8=13
BOTCHORD 1-9=1237, B-9=844, 7-8=844, 5-7=1237
WEBS 2-9=-372, 3-9=508. 3-7=508, 4-7=-312
NOTES
11 This truss has hean checkad for unbalanced loading conditians.
21 Tfiis truss has 6ean designad for the wind loads ganerated by 75 mph winds at 25 h abova ground leval, using 5.0 psf
cop chord dead load and 5.0 vsf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I
, condition I enclosed b�ilding, of dimensions 45 ft by 24�h with axposuro C ASCE 7-93 per U8C/ANSI95 If end
verticale or cantilevers exist, they are expoaed to wind. If porches exiet,they are not exposed to wind. The lumber
DOL incroase is 1.33, and the plate grip incroase�ie 1.33 �
3�All plates are M20 pla[es unlese�otherwise indicMed.
4) Provide mechanical connection (by othe�s)of truae to bearing plata capable of withstanding 734 Ib uplift at joint 1 and
178 I6 uplik atjoint 5. +
5�Thie trusa hae heen designed with ANSI/TPI 1-7995 criteria. pp�
LOAD CASEIS� Standard e�S• ^�V�/
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May 4,7998
AWAFNfNO�V�r�(y d��Ipn pu�vm�[er�ond%AD NOTE9 ONTIfIH ANU RLVGA.46 ffiD6 BEPORE V96. ���
Dmqn vaM roi uw onM wtl� Mllek�eonn�ctwv I�b C�YOn Y baw0 onN upon Daiamel�n pqwn.�arM Y�a an NdNpuai buMGkq eomPUient to ba �
inLaMG an0 baaW Wllkally. �PV�abW1Y ol tlsYpn pOiam�Nn antl pop��Incapdatbn ol<Omponsnl Y�aapontlblNY ol bulldlnQ Cxqne�-not buu
Cs�pnsi. Bwcinp 4ww�Y Iw 0t�icl IuDPO��ol MNItlWI w�b m�mWrt pnly.AOflllbrwl Ismpaory baCbQ�o Infa��HabYXy 4WInp conNU<�bn h 1��
�nponYbllpV ol IM1� �ncla: ACtltlb�wl p�rmanml b�a�ha ol Ip�ov�ial tl�u<Im� Y ��� rwpontlbpXY OI 1�� euqdlna amqnai. Fo�.oan�iai a�aanca
ipa�OM�O IOD�bO�bn.QWNY CDOb01.fldOp�.OIW�ry.H�CIb11 a11C dOCY�Q.COOwX Ofi:dl�OWIIIY Ha�a�d.D1�.40�mClnO Sp�CVICOfbn.OOG XI1.41 MiTek�
NaMIIM�eutalUeq antl��re[IM 4�comm��CAbn uvala0h I�om I�uu Rot�Yialllul�.SBJ D'OnoTb 9�h�.MaObon.W I SJJI G.
o �russ Truss ype ry Py 60WI�EOICOERSSHECB1rECEC/.-A�--�
SHELBV AAG ROOFTRUSS � �
� J235808 I
age n ustnes. N6PC .. n vs.. . B7 d-6=3 s pr '1�8-IGL aT&Tn�ustrias.,n��T�uAp�76T3?73-i8-7�J$ aga
6-&13 � 13-0-0 � _793-3 I 26-0-0 25-10-6
6-8-13 6-3-3 6-3-3 6-8-13 0-10-6
4x4-
7.00 rtT
8
7 9
3x4�
6 10 3z4�
`n 45 ��2
� 3 13
2 14
vl 1 15�Gv
� 3x4- 8 2 26 2 4 2 2 1 0 1 1 3x4- �
3x4-
&9-14 17-24 26-0-0
&S14 8-4-5 &9-14
LOADING (psq SPACING p-0-0 CSI DEFL �in� pocl Ildafl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.07 VertILU n!a - n/a M20 197/190
TCOL 10.0 Lumberincrease 1.15 BC 0.04 VertITLI 0.00 16 >999
BCLL 0.0 Rep Stress Incr YES WB 0.12 HorzITLI 0.00 n�a
BCDL 10.0 Code UBC/ANSI95 IMatrizl ist LC LL Min I)defl = 380 Weight:118 Ib
LUMBEfl BRACING
TOP CHORO 2 X 4 SPF i850F 1.5E TOP CHORD Shaathed or 8-0�0 on center pudin spacing.
BOT CHORD 2 X 4 SPF i650F 7.5E BOT CHORD Rigid ceiling directly applied.or e-O-O on centar bracing.
OTHERS 2 X 4 SPF Std �
PEAC710NS Ob/size) 7=�709/26-0-0, 22=9/26-0-0, 15=764/26-0-0, 23=126l26-0-0, 24=760/26-0-0, 25=159/26-0-0, 26=186/26-0-0, 27=734/28-0-0,
28=235/26-0-0, 27=753/28-0.0,20=181/26-0.0, 19=164/28-0-0, 18=141/26-0-0, 17=275/28-0.0
Max Hoa 1=157�1oad�case 3�, 75=-180�1oad case 21
Mac UpIift75=-1 Opoad case 3�, 24=-38poad case 3�, 25=-44�load case 41. 26=-4311oad csse 31. 27=-34�load case 41, 28=-6911oad case 3�,
21=-41�load casa 2�, 20=-44poad case 4�, 79=-41Qoad ease 2�, 18=-41�load case 41, 17=-5211oad case 21
Max.Grav 22=9poad case 5�, 15=784poad case 1�, 23=126poad case 16 24=185�1oad casa 51, 25=159poad case 1�, 26=168poad case 5�,
27=734poad case 1�, 28=235�1oad case 51. 21=158poad case 6), 20=161poad case 11, 19=184poad wse 6�, 18=141�1oad case 1�,
17=21611oad cae 61 ' -
FORCES(lbl - First Load Case Only
TOP CHORO 1Q=J2, 2-3=-68, 3-4=-59, 4-5=-4, 5-6=-B0, 8-7=-60, 7-8=-80, 6-9=-80, 9-70=-60. 10-11 =-60, 11-12=-5, 12-13=-59, 13-14=-65,
14-15=-78, 15-18=25
e�T CHORD 1-28=0, 27-28=0, 26-27=0, 25-28=0, 24-25=0, 23-24=0, 22-23=0. 21-22=0, 20-27=0, 19-20=0, 18-19=0. 17-18=0, 15-77=0
WEBS B-23=-92. 7-24=-1�19. 8-25=-120. 5-28=�123. 3-27=-105. 2-28=-164.�9-21=-119. 70.20=-120. 11-79=-122. 73-78=-708. 14-17=�755
NOTES
1)This truss has been chacked tor unbalanced loading conditions.
2)All platas aie M20 platee unless otherwise indicated.
3)All plams aze 2x4 M20 unlesa otherwise.indicated.
4�Gable repuiree continuous bottom chord bearing.
5� Gable stude spaced M 2-0-0 on canter.
B) For stude exposad tu wind. see MiTek"Standard Gable End Detail" � �rn
7)Pravide mechanic5l connection �by aihers� of.truss to bearing plate�capable of withstanding 1 O 16 uplift at join[ 1 5, 38 J S, ��♦1�.
Ib.uplift at joint 24, 4416 uplih at joint 25, 43 Ib uplift at joint 28, 34 Ib uplift at joint 27, 89 Ib uplift at joint 2Q 41 Ib e\ ry
uplift at joint 21, 44 Ib uplik�at joint-20; 41 Ib uplik at joi�t 19,41 Ib uplik at joint 18 and 52 Ib uplift at joint 1 J. � ����
8)This trusa has been designed with AN51/TPI 1-1995 criteria.
'LOAD CASEISI Standazd �
' 2��
'�bN/1L E�
.�.a
May 4,7 998
AWARN(NO�V�r�(y d��1pn pni¢mefen and READ NOT69 ONTNf9 AND REVLASE 9fDE'HEFORL V36. � �
Deflpn vaXC bi uw onN wh� MRek connxtou. I�Y GaYpn Y bauG OON�PO�D��oma��n tl1ov0;antl 4 la On IndNlEaal bulltlbp componenl lo W �
MfIOIbG a0tl baCW vbOCOlfy. APPkabW�Y ol tleYpn paiam�Nn antl pop��NCO�pOiatbn ol COmpOnsnl 4�stpomb111tV OI balq4iO tlmbn�r,nol hun
tla+qnei. liac4ip Mown Y Ip pl�wl�upDOrl ol IntlNltlual w�b m�mDSrt onN�Atltltlbnal�Ompoiary WaclnQ lo Nmw tlaOWy OwNp conpmclbn Y��e
u+pomlbYllV ol IM �i�cta. �OOtlbn01 p��mGMnlbwclnp OI �M ov1�a1�hvC�w� Y IM inpomWtlltY OI IM bupalnp dNlpne�. Foi p�n�ial�O�banCa
ipo�tlln0 IabrlCalbn,pvaY1Y cOnlid,ildaq.tl�WmY.��K�bn arW�dacbp.conlutl pSi�!!OWINY nantlp�tl,pi�-00 4atkp Sp�GMltatbn.anE NIF01 �iTek�
NarWNp Intlallbp CM 4vcbq Y�commMW a�bn avabDN hwn Iiuu RO��4M�tlu1�.!&t D'OMhb OMI.Matllwn.W I 5]]10.
�.�-' russ russ ype t��P y �R'A 9QIC6ER5 SHECB�E[E�q
SNELBY AGE ROOF 7RUSS
1 �
J235809
ag e n ustries, �6PC ., n .p s., IT48S , a pr 93H-FL��as, nc. u�pi 3(ST3T3:1Si538�age 1
-q-10-6 6-&13 13•0-0 19-&3 26-0-0 2f�-10�-6
0-10-6 6-8-13 6-33 6-3-3 6-8-13 0-10-6
4x4=
7.00 rTT
9
g 10
3x4%
� �� 3x4��
'n 56 1�3
r� 4 14
3 15
N
?�� 2 �6�R
O �
3x4= 29 28 27 26 25 24 23 22 21 20 19 18 3x4-
3x4=
&414 17-2-2 2540
8-9-14 8-4-5 &9-14
LOADING�pst) SPACING 2-0-0 CSI DEFL �in) �loc) I/defl VLATES GRIP
TCLL 20.0 Platas Inereasa L15 TC 0.08 VertILL� n/a nla M20 197l190
TC�L l0A Lumber Incmase 1,15 BC 0.03 VertITLI 0.00 17 >999
BCLL 0.0 Rep Strass Incr YES WB 0.12 Horz1TL) 0.00 n/a
BCDL 10.0 Code UBC/ANSI95 �Matrix� ist LC Ll Min Udafl = 380 Weight: 119 Ib
LUMBER 9RACING
TOP CHORD 2 X 4 SPF 1850f 1.5E TOP CHORD Sheathed or e-ao o� ronter pudin spacing.�
BOT CHORD 2 X 4 SPF 1850F 1.SE B07 CHORD Rigid ceiling dimctly applied or e-40 on centar bracing.
OTHERS 2 X 4 SPF Std
REACTIONS 116/size) 2=184/26-P0, 23=9/28-0.0, 78=184/28-b0, 24=128/28-0-0, 25=160/28-0.0, 28=759/26-40, 27=165/26-0.0, 28=141/26-0.0.
29=215/28-0.0, 22=153/26-0-0, 27=181/28-0-0, 20=784/28-P0. 19=141/28-0.0; 18=215/28�0-0
Max Horz 2=1BOpoad.case3�, 1 8=-1 8011oad c5se 2)
Max Uplift2�.70�load case 21, 76=�1011oad cae 36 25=-3711oad ease 3), 28=-45poad case 4L 27=-4111oad case 36 28=-4111oad case 4),
29=-520oad case 31, 22=-4111oad wse 21, 21=-4411oad case 4L 20=-41�load caze 21. 19=-41 poad case 41, 18=-5211oad case 2)
Max Grav 23=911oad caze 5�, 18=784�1oad case 1�, 24=126poad case 1�, 25=165poad case SL 28=15911oad case 11. 27=76511oad case 51,
26=747poad cae 1�, 29=276poad case 51, 22=158poad case 8�, 21=181�1oad case 71. 20=164poad case 81. 19=14111oad case 11,
18=27611oad case el
FORCES O61-First load Casa Only
70P CHORO t-2=25, 2-3=-75, 3-4=-85, 4-5=�59, 5-8=-4, 8-7=-80, 7-8=-80, 8-9=-60, 9-10=-60, 70.77=-60, 11-12=-60, 12-13=-4, 13-14=-59,
14-15=-85, 75-78=-75, 16-17=25 '
BOT CHORD 2-29=0, 26-29=0, 27-28=0, 26-27=0, 25-28=0, 24-25=0, 23-24=0, 22-23=0, 21-22=0,20-21=0, 19-20=0, 18-19=0, 16-18=0
WEBS 9-24=-92. 8-25=-119. 7-28=-720. 847=-122, 4-28=-108. 3-29=-755: 1042=-179. 1L21=-720. 7240=-122. 14-79=-108, 75-18=d55
NOTES
7)Thia truss has been checked(or unbalancedJoading conditions.
21 A11 pla[es are M20 plates unlese.otherwise indicated.
3�All plates aro 2x4 M20 unlesa ottierwica indicated.
4) Gable repuires rnntinuous hottom chord bearing.
5�Geble studs spaced at-2-0-0 on center. �p
8� Foi studa�expoeed to wind; see MiTek "Standard Gable�End�atail' �
7) Pro�ide mechanical connection @yathere�of trues to bearing plate capable of withstanding 10 Ib uplift at joint 2, 10 Ib
uplih M joint 18, 37 Ib uplik at joint 25, 45 16 uplik at'joint 28, 41 Ib uplih at joint 27, 41 Ib uplik at joint 28, 52�Ib e�� ��
uplih at joint 29, 41 Ib oplift at joint 22, 44 16 uplik at joint 21, 41 Ib.uplih at joint 20, 41 Ib uplift at joint 19 and 52 � � ��
Ib uplik M joint 16.
B)Thia truse has been decigned with ANSIITP� 7•1995 criteria. �
LOAD CASEISI Standard ' � � � �(
� 2��
�NAL��
OMM
May 4,1998
A WARMIYO.V�r�fy d��Ipn yururnsbr�and REAO NOT69 ONTMB AND RLYERSE 9lDE BElV7RE[ISE. s��
D»pn valq b�ew onry wll� MR�k eonnecbn.1�4 C��q�Y OowO onN upon paiametan Ywwn,anC 4 bi an IntlNldual buildbp cwnponanl.lo G �
btloiled and baO�C valtory. �OPbaDtlltY ol tlaUpn paiamN�u antl pop��Inwipqatbn ol cwnpon�nt b iwpomlbWy ot bvltlNO dapne�-nol bmt
anpne�. E�aclnp�Irown Y Ip b�s�al wppoil ol MWNpuOI w�D T1TWU only.AtldM1bnal NmpqOiy dOGhG�o b�w�Nob11Xy tlm4p conslmc�bn Y���
i�iponAbimv ol tM �wcla. �COtlbnoi p��manmt DiocnQ ol i��owiaf�M1actun Y i�� iwpomiblltlY ol iM baYdinp tlmqnei. Foi penaai Qaaancs
ipoitlln0�aDiba�bn,quoply cO���ol�bmpL G�N�iy,I�xlbn Ontl da<Inp,comull GSM1pO GWIXy Slorboid.D1LGV�roclnp Sp�cXlcallon,anG NU-Ol �iTek�
NaM11n4�Mlalll�nM ltaVq 0.�COmmN�Cqlpn pvohb4l+OT 1�Vy Rot�IMttlut�.J8�D'Oiro�b DrN�;MOtlbon,W I 53)10.
o Truss r�s ype ty Ply Fi"iL-gpl[pER�SHECBV�CEV-A
I 123581�
• SHELBY B ROOFTRUSS I9 1
ag e n us[nes. IN6P n p s., 8 4.�33 s pr 6fvli7ek Gdustnas,�nc.�'hu Ap�-i�13T.32 19$H— ape
-0-10-� 48=14 9-0-3 16-2-8
0.10-6 48-14 43-5 7_z_5
4x4-
4
7.00�T£
2x4��
� 3
�
�" Sx5��
5
�
� z �Q1�
0
3x4- �
5x8— Zx4 I I
9-0.3 16-2-8
9-0-3 7-2-5
ate sets
LOADING Ipsfl SPACING 2-0.0 C51 DEPL Iin) Iloc) I/dafl PLATES GRIP
TCLL 20.0 Platealncreae 7.15 TC 0.69 VertILLI -0.01 7 >999 M20 197/1g0
TCDL 10.0 Lum6er Increase 1.15 BC 0.39 VertITL) -0.19 2-7 >999
BCLL 0.0 Rep Stross Incr YES WB 0.29 HoaITLI 0.01 8 n/a
BCDL 10.0 Code UBC/ANSI95 1stLC LL Min I/defl = 360 Weight 62 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F l.5E TOP CHORD Sheathed or 8�0.0 on centar purlin spacing, except end verticals.
80T CHORD 2 X 4 SPF 7850P 1.5E BOT CHORD Rigid ce�ling diroctly applied or 8-0.0 on center bracing.
WEBS 2 X 4 SPF�Std 'Excapt' '
5-8 2 X 4 SPF 1650F 1.SE
REAC7�ONS Ilh/sizel 2=897/0-3-8, 8=837/0.3-8
Maz Hoa 2=135�1oad case 3)
Max Uplih2=-72211oad case 4�, 8=�85�load case 4)
FORCES 1161- Firot Load Case Only
TOP CHORD 1-2=13, 2-3=-800, 3-4=-550, 4-5=-551, 5-6=-588
BOTCHORD 2J=883, 8-7=0
WEBS 3-7=-242, 4-7=211, 5-7=482
NOTES
1) This trvss has been checked for unbalancedloading conditions.
2)Thistruss has been designed torthe wind loads generated by 75 mph winds at 25 h.above ground level,using 5.0 psf
top chmd dead load and 5A.psf bottom chord dead load,100 mi from'huiricane ocnanline,on an occupanry catagory I
, condicion I enclosed building, of dimensions 45 k.by 24 k wi[h exposure C ASCE 7-93 per UBC/ANSI95 H end
verticale or cantilevers exist,they are exposed to wind. If porches exist,they are not exposad to wind. The lumber
DOL incroae is 1.33, and the plMe grip increase is 1.33
31 All platec aro M20 platae unleca otherwise�indicated.
41 Provide mechanical cannectian (by othersl of trues to bearing plate capable o(with6tanding 122 Ib upliK at joint 2 and ep
B5 Ib�plik at joint 8.
5�This truss has been designed w'r[h ANSI(TPI 1-7995 critaria. c �O�
LOAD CASEISI Standard �y�•
ci ��<<
a � 'e� *
`���
� �N/1L��
oap
May 4,1998
Awnw�rva-v..yly a.,to,.�,om,.,..a„¢nyen xaras on rais�xn xacvr.n.se sma acrowa ase. ���
Dmbn vvilG roi uw onN wI1M1 MR�t connscion. I�Y O��Ipn Y baseC onN�OOn poqmel�n Ywwn.and 4 Iw an NEIVItluGI bulldbp comPOnsnl lo G
imlaMd anO baO�C v�itlCOly. AOPMOOb41Y ol tleYp�W�am�l�n OnC P�op��Incqpowllwl OI COTpOn�N Y ufpomlblNY ol DuIIaNp Omlpn�i.n01 hun
anpne�. Biaclnp�nown Y Ip ql�ml tupport ol btlN�daal r�D m�mWn onN.AOtlXbnal Ismpqc�y bOGhp lo htw�itobWly CmhQ conp�aclb�4 iha
�bpOnYbI11�Y OI IM ��K�p. I�OOXbn01 pOiTOO�n� DIGCNQ OI�M Ov��O1 IIIUC�aI�Y IM ,«pon.roanv o�m• c�iwma a«pns�. vo�a.�s�ai a�aanc•
�wo�amc iae�co�a�,auanr<onaa nwow:a.w.�v..�.��ao o�a a«Na oo�.�n a�r-ea.owinv na�eam:os�.eo��e�ma ec«m�anw,.e�n wu-vi M iTek�
NaMl4p hulalll�aM IrecMp Y�camm�nOqbrl avObbb 4om Lw�ROt�Ntltlul!38J D'OiqM1b D�H�.Mptlbon.W I JJ]I0.
ob � russ russ� ype --"�ry PI y�'6DqA HOIC6ER5 SHECHV E[E�A
I � J235811
SHEIeV �BGE ROOF TRUSS 1 �1 I
I
�i�nn'es..IN6FL3'.-n p s.. 32�3 f3ff8-'i�us�nc�. T uh�p�561�'TJ�6TS98-Paga
'P'1�-g 9-0-3 � 16-2-8
0-10.6 9-0.3 �7_y_5 �
4x4=
2x4 �� 6
2x4 I I
7.00 riT 5 7
2x4 I I 2x4 I I
4 8
^ 2x4 I I 2x4 I I
"' g 9 2x4 I i
10
� 2 �o�
3x4=
2x4 I I 2x4 I I 2x4 {� Sx5- 2x4 I I �4 I I �4 I I
2x4 I I
16-2-8
� i
16-2-8
ate sets
LOAD�NG�psf) SPACING 2-0-0 CSI DEFL (in� poc� Vdefl PLATES GRIP
TCLL 20.0 Platas Increase 1.15 TC 0.17 VertILL) n/a - n/a M20 197(190
TCOI l0A Lumber Incmase 1.15 BC 0.06 VertITL� 0.00 1 >999
9CLL 0.0 qep Strasc Incr YES WB 0.07 Hoa1TL1 0.00 n/a
BCDL 70.0 Code UBC/ANSI95 �Matrix) 1st LC LL Min I/dafl = 380 - Weight: 87 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1850F 1.5E TOP CHORD Sheathed or 6-PO on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF 1850f 1:5E BOT CHORD Ri9id ceiling directly applied or 8-0-0 on cenier bracing.
WEBS 2 X 4 SPF Std
OTHERS 2 X 4 SPF Std
REACT�ONS pb/size) 11=44/16-2-B, 2=175/18-2-8, 75=148/i6-2-8, 16=164/18-2-8, 17=741/16-2-B, 18=217/76�2-8, 74=159I18-2-8, 13=187f16-2-8,
12=121 I18-2-8
Max Hoa 11=�5411oad case 26 2=12111oad casa3l
Max Uplift2=�5511oad case 2�, 18=-4211oad case 3�, 17=-4311oad case 41, 18=-6111oad case 31, 74=3811oad casa 2�, 13=-43poad case 4�.
12=-84poad'case y �
Maz Grav 11=47�load case 2�, 2=17511oad case 7�, 15=14811oad case 1�, 18=769�1oad case�5�, 17=147�1oad case 7�, 18=217�1oad casa 5�,
14=16311oad case 61, 13=76711oad case 11, 12=12811oad case 81
FORCES Ilbl - First load Case Only
TOPCHORD 1-2=25, 2-3=34, 3-4=-48, 4-5=19, 5-8=78, e-7=-43, 7-6=-43, e-9=-41, 9-10=-25, 10-11=-31
BOT CHORD 2-78=0, 17-18=0, 18�17=0, 15-18=0, 14-15=0, 13-74=0, 72-13=0, 17-12=0
WEBS 8-75=-107, 5-18=-123, 4-17=-108, 3-76=-158, 7-14=-119, 8-13=-124, 9-72=-95
NOTES
11 Thie truss has been checked for unbalanced IoadinB conditions.
21 All plates am M20 O�Mes unlece otherwise indicatad.
3) Gabb requires continuous bottom chord bearing.
4� Gabb studs spaced M 2-0.0 on center.
5� For studs exposed m wind, see MiTek"Standard Ga61e End Detail'
81 Provida mechanical connec[ion (6y o[hers�of truse to'bearing plMe capable of withstanding 55 Ib uplift at joint 2, 42 Ib L_
uplik at joint 78; 43 Ih uplih at joint 7 7, 81�Ib uplik at joint 18, 38 Ib uplift at joint 14, 43 Ib uplitt afjoint 13 and 84 s�S`�pry
I6 uplift a[joint 12. � � ��
7�Thia trush has been designed with ANSI/TPI 1-7995 cri[eria. �
LOAD CASEISI Standard �
� ���
.
�NAL Ea
.a.a
May 4,1998
A WA/WfNO�V�rvy d�Npn paranv[ir�und�F6A0 Ndf69ON iH78 AND REYEF36 9fOL BEFORL V9E. ���
Dxpn vona ro�aw onM wnh MILt connx�av I�Y tlaWn Y bassC onM�OOn pa�am01���tlqwn.antl Y Iw an Ntllvldual�u1tlN0�omP�en��o W �
4tIa1bO antl batlW v��lbOlfy. APV�abINY ol O�Ypn paiam�l�n on0 pop��Mcdpo�albn ol componaM Y�sapontlDWtY ol ba�tlln0 tlmqn��.no�Oun
tla+qMb Biaclnp tlwwn Y Iq ql��al�uppOtl ol YWNqval web m�mW��onN�AOdtlbnal l�mpqary batNp lo hfuu YtabunY tlwhp contl�uclbn k 1��
i��ponYb�M1Y o�ID����Cip. AOtlXl�nal'pe�man�nl bmc4q OI IM Ov�ia1 tlmciw�Y IM1� i�tpomDYMY ol l�� OuIpInQ a..qne�. Fo�ve�•�ai vuaanu
ipoitlinp�ab�balbn,QuaPoy conbd.�IOiOpe,tl�INSry,asClbn antl dGCbQ,con�ull OfM1E!GuOIXy]IGMarE,DSLOV Im<4p fp�tXlca�bn,aM NII�01 M iTek�
MarWlbp�ntlallby oM tiecMp Y�cammMG011p1 avalbbl�tiom O�w ObN ImltluN.SB]D'OnoOb DM1.Matllwn.W I 53)10.
� o � ru7 ss ruse ype ty PIy ��RA 60I@ERSSHECBY'ECEV,-q
SHELBV C ROOF TRUSS
J235812
7 7
ag a n usvies, �DPLSTridp s., . �72 s pr '3iJ$T.�1� e n ustries, nc. u p��b-1733-d7TiSSH-�1
-�10-0 5-2-1 � 10.0-0 � 149-15 � 20-0-0 2�1-10-0
o-io-o sz-i as-is a-s-�s s-z-i a oi o
4x4—
4
8.00 rTT
2x4�
2x4�
3 5
� N
0(1 Z 6 �v
0 3x4- 8 0
3x4—
Sx8—
�o-ao zaao
�o-ao i o-o-o
ate sets
LOADING Ipsq SPACING 2-0.0 C51 DEFL �in� poc) I/defl PLATES GRIP
TCLL 20.0 Platas Incroase 1.75 TC 0.26 Vert1LL) -0.02 8 .>999 M20 197(190
TCDL 70.0 Lumber Incmase 1.15 BC 0.55 VertITLI -0.29 6-6 .>627
BCLL 0.0 Rep Stresc Incr VES WB 0.28 HorzITLI 0.02 8 nla
BCDL 1D.0 Code UBC/ANSI95 1st LC1L Min I/defl = 380 Waightt 7316
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 7.5E TOP CHORD Sheathed or B-0.0 on center purlin spacin9.
BOT CHORD 2 X 4 SPF�1650F 1.SE � BOT CHORD Rigid cailing diroctly applied or 10.0.0 on centar bracing.
WEBS 2 X 4 SPF Std
flEACTION511b/size) 2=847/0-3-8. 8=847/63-8
Max Norz 2=159�1oad case 3)
Max Uplih2=-143poad case dl. 8=-143�1oad case 4�
� FORCES Ilbl- First load Case Only
TOP CHORD 1-2=13. 2-3=-942, 3-4=-691,.4-5=�691, 5-8=-942, 6-7=13
BOT CHORO 2-8=770, 8�8=770 -
WEBS 3-8=-238, 4-8=489, 5-6=-236
NOTES
11 Thic truss has been checked�for unbalanced loading condkions.
2� Thie truss has been designed for the wind laads generated by 75 mph winds at 25 h above ground level, using 5.0 psf
top chord dead load and 5A�psf bottom�chord dead load, 100mi from hurricana oceanline, on an occupancy category I
, condition�l enclosed building, of d'unencions 45 k by 24 k with exposure C ASCE 7�93 per UBC/ANSI95 If end
verticale or eantilevere exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber
DOL increase is 1�.33, and the plate grip incmase is 1.33 �
31 All plates are M20 plates unlese otherwise indica[ed.
61 Provide mechanical connectian�(by others)ot iruas to beazing plate capable of wkhstanding 143 Ib uplift at joint 2 and
143 Ib uplik at joint 8. +�
5� Thie truss has been designed with ANSI/TPI i-1995 criteria. C
lOAD CASEI51 Standard �7� ���
� �,�<<
_ ,� � �
� �
�,�
'�NAL E�
eaN
May 4,1998
Q wnxnrxo�v..�/y d.dp.�m,a,�.e...a,�a ert.�n naras on rais.um ruvensc srne aevorsa ose. ���
Dmbn vaNd b�aw onh wtl�Mll�k connxld�.1�Y tl�Wn Y Da�sO onN upon Paiamel�n Mqwn.onA Y to�an IrWh�CUal EuMOYp comP�ent lo W
hn�oMO onC bOOW v�tlkoM. �PPMOaDIWY ol Cstlpn pamm�l�n anG popa Ncwpoiatbn ofcomponent Y��tpomWYtlY ol buNtlNp tlsfqn�r-nol pvu
Ca4pnat Eiaclnp��own Y 10�W�sial mppo�ol NENqual wsb m�mWU OnN�AGtlXbnOl lampqpry b�acMp�O N+vw ttabWV tlwMq COntlmclbn Y tM
���ponYbilltV OI I�� a�c�a. �tltlXbnal paman�nl WacY�p o� IM.ov�ial�liacbi�Y 1�� �wpombYllY ol ip� bWIaNO dmqna�. Fo�pen�ial O�bancs
rpaiaMp ioe�¢atbn.QuaYtY��hd,��dap�,tl�YwiY.��K�bn anE docbp.conauX GfI.EC OwIXY r�arE.OfLlO IwcVp fp�cttkotbn.arq NILGI M iTek�
NoMllip IM1aIIVp eM�rOClp OKOmmMCp11q1ovabbM hom IivuRON IvII1Vt�.!&1 D'Onolrb D�N�.MadYOn.W153)1G,
Job russ rTuss ype ty PIy OFf/�gUICDERSSHEC81rE[E�-
SHEhBY CC IROOF iRUSS
J275813
a �r�ies, N6PCS—In�7l
4 1
g ps.1R3b"jT7 d-63� e pr 8 i e n ustnes, nc. u
pr 3-7'3:55-T�$B8 age
-0-10-0 5-2-1 10-0.0 149-1$ 20-0-0
0-10-0 5-2-1 49-15 49-15 5-2-1
4x4-
4
8.00 ri2-
2x4�
2x4�
"' 3 5
0
�
u� 2 6
�
vf1 �
0 0
3x4= �
3x4—
Sx8—
�ao-o zao-o
�o-ao �o-o-o
ate sats
LOADING Ipsf) SPACING p-0.0 CSI DEFL (in) �loc� 1(defl PLATES GRIP
TCIL 20.0 Plates Inoeasa 1.15 TC 0.28 VertILL) -0.02 7 >999 M20 197I190
TCOL 70.0 Lumher Increasa 1.15 BC 0.55 VertlTl) -029 BJ >821
BCLL 0.0 Rep StressJncr YES WB 0.28 HorsITLI OA2 8 n/a
BCDL 10.0 Code UBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 72 Ib
LUMBER BNACING
TOP CHORD 2 X 4 SPF 1850F 1.SE TOP CHORD Sheathed or 8-40 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1850F 1.5E BOT CHORD Rigid ceiling directly applied or 10.0.0 on cantar bracing.
WEBS 2 X 4 SPF Std
FEACTIONS Ilb/sizel 8=788�0-3-e, 2=847/0-3-e
Max Horz 2=173poad case�3� �
Maz Uplift8=�103�1oad case 4�, 2=-743�1oad case 4�
FORCES II6) - Fint Load Casa Only
TOP CHORD 1-2=13, T-3=-942, 3-4=-891, 4-5=-897, 5-B=-942
BOTCHORD 2J=770, BJ=770
WEBS 3-7=-238, 4-7=489, 5J=-238
NOTES
7)This truse has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated 6y 75 mph winds at 25 h a6ove ground leval, osing 5.0 psf
top chard dead load and�5.0 psf bottom chord dead load, 100 mi from hurticane oceanline,on an occupancy category I
, condition I enclosed 6uiiding, of dimensione 45 h by 24 tt with exposuro C ASCE 7-93 per UBClANSI95 If end
verticals or cantibvere exict, they are exposed to wind. H porchen exist,they are not exposed to wind. The lumber
DOL increase is 1.33, and the plate grip inerease ie 1.33
3)All plates are M20 plates�nlese otherwise indicated.
4) Provide mechmical connectian 16V o[hais�of trues�to bearing plate capable af wkhctanding 103 Ib uplift at joint 8 and
143 Ib uplih at joint 2.
5�ThieYruse has been designed with ANSI/TPI 1-1995 cri[eria.
LOAD CASEISI SCandard �S. �'.0�
c3'° ��'a'<<
� � �
� �
.�
, �NAI E�
w+
May 4,1998
eWARXlNO�Vir�/'y d��/pn p¢IVm�ter�and READ XOT69 ONTMB AND F6 V6R36 9(DE BLFORE U9E. ���
Oa�qn vaXC br vw rnN M'n� Mli�k Conn�ctOn. I�Y W+Ip� Y DafeC o�N upon pa�amel�n tlqwn,CnG Y�o�Cn htlNldual buMNp<omponenl lo W �
Int�oiMa anC baO�d vItlICOM. �PD�aCINY ol tlWpn paiamNeu Ontl p10pN 1l�COlpaalbn ol Compon�nl b inpomlblWY ol bullGlnp Geslpne�.nol buu
tl�spnei. B�acNQ Mown Y�a bteial mDPO��o�„tlNWaabwsb m�mMU onN�AOtltlbnal Nmpaary bacNp to N�m�pobNty tivimp conMiuctbn b iM
���ponuD�II1V ol �M �NCIq. AGtlPbnal peiman�nl b�oCbO ol IM ovNa1�huclm�Y IM iwponalDWtY ol�M bulklNp O�tlpna.f0�p�n�ml pultlanc�
�roa�aww�oc�kaia�.a�mv�o�na.io�oo..a.w.rv..�.�iw�a�,a aa<vw.co�.�n aer.ee o„omr naoae�a.oe�.eo�m�u+a sa«m�orw�.a�a wu.vi �/l iTek�
NoMllrp IMlallln0 On0 bOCbq 9�cammMWalbn pvOlbbN ryOm ryuu POII b��tlUl�,SB.1 D'OOOIib D�N�,MOOhOn.W I SDI Q
Jo6 Truss russ ype Qty P y �OFfi�HOICDERS-SNECBYECEV.-A
SHELBY CG ROOFTRU55 7
3 J235814
age n ustnes, IN6PL�.,Tn�r-IW.48Si1 .663 s pr 8 i e n ustnes. nc. ���T3T4i0-7T9�J8-Fage i
-q-10f0 5-6-6 � 10-0-0 � 745-10 20-0-0
0-10-0 5-6-6 45-10 45-10 I 5-6-6 �
4x6 I I
4
8.00�T 3x6�
�
3x8��
�r, 3 5
0
ri
"' 2 6 �n
v11 �
0 0
Sx8� 9 8 � 5x8��
4x10 II 8x10 II 4x10 ��
5-6-6 140-0 145-10 20-0-0
5-6-6 45-10 �45-10 5-6-6
ate sets
IOADING Ipsf� SPACING 2-0-0 CSI DER �in) (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.38 Vert�LL� -0.08 8 >999 M20 197/7gp
TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert�TL� -0.18 7-8 >999
BCLL 0.0 qep Stress Incr NO WB 0.94 HorzITL) 0.03 8 n!a
BCDL 10.0 Code UBC/AN5195 ist LC LL Min I/defl = 380 Weight:'400 16
LUMBER BRACING
TOP CHORD 2 7(4 SPF 7850F 1.SE TOP CHORD Sheathed or 8-0.0 on canter purlin spacing.
BOT CHORD 2 X 10 SVP DSS BOT CHORD pigiE eailing direc[ly applied or 70-40 on center 6racing.
WEBS 2 X 4 SPF S[d 'Except•
4-8 2 X 4 SPF 1650F 1.SE
REACiIONS 116/size) 8=9953lP3-8, 2=1001 1/03-B
Max Haa 2=179{load case 31
MaxLplikB=-1197poad case 41, 2=-1237�1oad case 4�
FORCES�Ib1-Firstload Case Only
TOP CHORD 14=17, 2-3=-7 37 70, 3-4=-9043, 4-5=-9043, 5-8=-13170
BOT�CHORD 2-9=7 7 007, 8-9=11007, 7-8=11007, 8-7=11007
WEBS 3-9=4681, 3-8=-4444, 4-8=9764, 5-8=-4444, 5-7=4681
NOTES
� 7� 3�ply huss to be connected togather with 10d Common�.148'x3') Nails az follows: Top chords connected with 1 row�s� at 0-9-0 on'center. Bottom chords
connec[ed with 2 row�s) at 0.40 on cenier. We6s connacted as follows: 1 X 4- 1 row�sl at 0-9�0 on center.
2)This truse has bean checked lor unbalanced loading conditions.
31 Thie truse hae been designed for the wind loade generated by 75 mph winds at 25 ft abave ground level, uaing 5.0 pst
top chord deadload and 5.0 psf bonom chord dead load, 700 mi trom hwrieane aceanline,on an occupancy category I
, condition I enclosed 6ailding, of d'vnensions 45 k by 24 k wi[kexposure C ASCE 7-93 per U9qANSl95 If end
verticale or cantileverc.exist,they are ezposed m wind. If parches exist,they are not exposetl to wind.� The lumber
DOL increase ie 1.33, and the plate g�ip increase ie 7.33
4�All plates are M20 plates unless o[herwise indicated.
5� Provide mechanical connection (by offiersl of truse to bearing plate capable of withstanding 7197 Ib uplift at joiot 8 and
7 237 Ib uplih at joini 2. �S• ��N/
8)Thie truss has been designed with ANSI(fPl 1-1995 critaria. S� ��
7� Load case�s) 1, 2, 3, 4, 5, B has been modified. Building designer must review.loads�to verify that they are correct for v �
the intended use of this truss.
LOAD CASEIS) , � * � ��
1)Fegular. Lumber Incmase=1.15, Plate Increase=1.15
Uniform Loads Iplfl �
Vert:�i-2=-80.0, 2-3=-80.0, 3-4=-90.0, 4-5=-80.0, 5-8=-80.0, 2-9=-950.0, e-9=-950.0, 7�6=-950.0,
e-7=-950.0 2
21 Wnd Lek: Lumher Ineroase=1.33,.Plne Increase=1.33 �
Uniform Loadc �plfl �/pNq�E
Vert: 1�2=18.9. 2-3=-1.8, 3-4=-1.8, 4�5=20.4, 5-8=20.4, 2-9=101.0, 8-9=101.0, 7-8=701.0,
8-7=107.o INN
Horz: L2=-28.9, 23=-8.4, �-6=�8'.4, 4�5=30,4, 5-8=30.4
9)Wind Right�umber Incmase=1.33. Plate Increase=1.33 May 4,1998
�Continued on oage 2
�WARNIIYO-�V�r�Jy�Lr1pn p¢Rmrt�n and RLAD MOTE9 ON T}IIB AND R6KR46 97D6 B6FORE USE. � �
Dmbn vaIIC ro�uw onN WMp.MRSt connxiw�. I�Y tleLpn Y bautl onN�OOn pa�amel�tl tliOwn.anC Y Iw an NCNqval bv0[1MQ comPOnent b W �
inf�aMtl anO baCStl W�tICaN. ADPUCObYIIY o!tllYpn pO�amN�O anC popsl IncapWalbn d compOMnl Y�mpOntlDINY ol bu1tlNQ Cmbn��.nol imu
tleiqnei. EwchQ thown Y lo�W�aal rvppo�t o11ntlN1tlua1 w�b m�mWU onry..Aytltlbnal tempO�Cry Wachp lo Imw�YoblYty CwNp�contlrvcibn b�he
�\pJI1LbIYlY OI IM1� ��Kld. AGGXb1Wl p��mOn�nl daCNQ OI IM OV�IOI�11YCIYI�Y 111� INp011tWINY OI 111�OUIk]IIIO dKU�01,f01 OsA�l01 QVKIOM1C!
��poiGlnp�abiba�bn.OuaNY conbol.ftorape.O�Ywry.��Kibn an0 Oiaclnp.cOntult OfLlE p�oINY 1�a�WorC.OL-EO�mclnp Sp�cXlca�bn.aM NILVI �iTek�
NarWlirp Wta�lhq arW�racirq 9�cwnm�rWalbnavabbM Irom puu P1o1�N�IXUH.580 D'OnoOb OM�.MoCbon.Wl�3]I0.
o ruse russ ype ty y OR}�g[)IC6ER5-SHECBV-ECE�T-
SHE�BY CG ROOFTRUSS 7
3 J2a5814
ag e n uctriee. IVOFCS--1nJpls., Q�[8Sf7 . 3 s pr 3 93B-FAi7e�ie�nc:7 u vr i9-13-6STffq� aP g�—
LOAD CASEISI
Uniform Loads �plf)
Vert: i-2=40.9. 2-3=20.4, 3-4=20.4, 4-5=-1.8, 5-8=-1.8, 2-9=101.0, e-9=101.0, 7-8=101.0, e-7=101.0
Horz: 1-2=-50.9, 23=-30.4, 3-4=-30.4, 4-5=8.4, 5-8=8.4
4) 1 st Wind Parallel:Lumber Increase=1.33, Plate Inereaze=1.33
Unitorm�oads �plf) - �
Vert: 1Q=40.9, 23=20.4, 3-4=20.4, 4-5=20.4, 5-8=20.4. 2-9=101.0, 8-9=101.0, 7-8=101.0, 8-7=101.0
Horz: 1-2=-50.9, 23=30.4, 3�4=-30.4, 4-5=30.4, 5-8�=30.4
5� ist unbalanced Regular.Lum6er�lncrease=1.15,Plate Incmase=7.75
Uniform Loads �plf� �
Vert: 1-2=-80.0, 2-3=�80.0, 3-4=-80.0, 4-5=-20.0, 5-6=-20.0, 2-9=-870.0, 8-9=-870.0, 7-8=-870.0, e-7=-870.0
6) 2nd unbalanced Regular. Lumber Increase=1.15, Plate Increase=1.15
Unifortn Loads Iplfl
Vert: i-2=�20.0, 2-3=-20.0, 3�4=Q0.0, 4-5=-60.0; 5-6=-60.0, 2-9=-870.0, 8-9=-870.0. 7-9=-870.0, 6-7=-870.0
A WARNfNa�Vsr�(y d��/pn pnRm�ts�and READ NOT6H ON787H AND REVLR46 9ID6 BEMRE U9E. ���
Ombn vaNO b�uw onN wX� MR�k eonn�cld�. f�4 C�Ypn Y basW onN�GOn paiameNn Wown.arW Y Im an InCNqval buMdlnp com0��n1 to G �.
AtlaMW anC baOW v��ticoN. ApplCabN1Y ol tlNpn powm�l���antl pop��MGqpwatbrl o�compon�nli�npontlbWlY ol bulltlln0 tls�qn�i.not V�u
tlwb���� S�acNp Nown Y Ip blaol wpOOtl ol F�tlNltlua(w�b m�mWn onN�AEtltlbral bmpaary dacYp lo hmu tlobWly Owinp com6eclbn M t��
u�ponybpltY ol in� �uctw. �ECtlbnal puman�ni.dac4�0 0l IM ovaal�buclei� Y I�� iwpomb1111Y ol l��OuMGna tl�aqna.Po�O�n��al OulOanc�
ipoiONQ lob�lcalbn.QuaNY conlid,�bwp�.GMry.���clbn anA bacb0,comutl O1M1lE OwOY n�atl.Df�.l9 bocvp fp�cllkatbn.aM NI�:VI M iTe k�
MarWllrq In�talliny aM�rxNp Y�eomm�rqClbn avalbb4liom tivu RGt�N�Ill�t�.50.1 D'Ono�b D�Iw.MaCbon.WIl�)10.
Jo6 'Truss russ ype —"—'Qry Ply 60RA gUICDER�SHECBYECEO-
SHELBY CGE AOOF TRUSS � 7
J235815
age�n ustnes, N6PC�s., dg2{ 4-0-3 s pt Tff98-FAi e n ustnes, nc. TruAp�b f3 �4T�T3S�Page
'Q'10.f� 10-0'0 _� 20-0-0 20-10-0
aio-o �o-o-o io-o-o o-io-o
4x4=
2z4 I I �
2x4 I I
8.00 ri2- 2x4 I I 6 8
2x4 I I
2x4 I I 5 9
2x4 I I
2x4 11 4 10
2x4 I I
3 11
"' 2 121�
vI1 ,Q
0 0
3x4= 3x4-
2x4 I� 2x4 I I 2x4 I I 2x4 I I Sx5- 2x4 I I �4 I I 2x4 I I Zx4 I I
2ao-o
i
20-0-0
ata sets
IOADING �psf� SPACING 2-0-0 C51 DER �inl Ilot) Ude(I PLATES GR�P
TCLL 20.0 Plates Incmase 1.15 TC 0.08 Vert�LL) nla - n/a M20 197I790
TCDL t0A Lumber Intmase 1.15 BC 0.02 Vert�TL) 0.00 7 >999
BCLL 0.0 Rep Strese Incr YES WB 0.09 Hoa1TL1 0.00 n�a
BCOL 10.0 Coda UBC/ANSI95 IMatrix) ist LC LL Min I/defl = 360 Weight B9 16
LUMBER BRACING
TOP CHORD 2 x 4 SPF 1650F 1.SE TOP CHORD Sheathed or B-0.0 on cenror pudin spacing.
BOT CHORD 2 X 4 SPP 1850F 1.5E 80T CHORD Rigid ceiling dimctly applied or 6-PO on centar bracing.
OTHERS 2 X 4 SPF Std
HEACTIONS pb/siza) z=tsaizaao,�ta=i2anaao, is=issizao-o, 2o=isono-o-o, zi=ie2izaao, zz=iaeizao-o, v=tssizaao, is=isoizaaa,
is=iezizo-ao, ia=�as�zaao, iz=iseizao-o
Max-Horz 2=7J411oad case 31, 1 2=-1 7411oad ease 21
Max Uplik2=-27�load ease 21, 19=-4711oad ease 3L 20=-S011oad case 4�, 21 =-5111oad case.3�, 22=-47poad easa 31. 17=-4711oad ease 2�,
76=-50(load case 41, 15=-5711oad tase 21, 14=-4711oad case 2�, 12=-2lpoad case 3�
Max Grav 19=183poad case SL 20=180�1oaC case 11, 21=783(load case 5), 22=14711oad case 5�, 17=763poad wse 81, 16=160�1oad case 1),
15=163poad case 81, 14=147�1oad tase 8�, 12=15811oad case 1)
FORCES�I6)-'First Load Case Only
TOP CHORD 1-2=25, 2-3=-70, 3-d=-66, 4-5=-67, 5-6=-87, BJ=-67. 7-8=-87, 8-9=-67, 9-10=-67, 10�11=-66, 71-12=-70, 12-13=25
BOT CHORD 2�22=0, 21-22=0, 20.21=0, 19-20=0, 18-19=0, 17-78=0, 76-17=0, 15-76=0, 74-15=0, 12-14=0
WEBS 7-18=-84. 8-19=-719. 5-20=-120, 4-21=-121, 3-22=-170. B-77=-119;9-16=-120. 10-15=-721. 77-14=-110
NOTES
1� Thie truse�has been checked for unbalaneed loading eonditione�.
2�All plates aro M20 plates unless otAerwise indicatad.
31 Gable requires�centinuoue bottom chord bea,ing.
41 Gable etuds spaced at 2-0.0 on center.
51 For atuds eaposed to wind,see MiTek'Standard Gable End Detail' +
81 Pravide mechanieal connaction(by others)of trusa to bearing pla[e capable af withstanding 27 16 uplift at joint 2,A7 Ib
uplift at joint 79, 50 Ib uplih.atjoi�t 20, 51 Ib uplik ac jaint 21. 47 Ib uplift at joint 22, 47 Ib upliH at joint 17, 50 Ib c �
uplik�at joint 7 8, 51 16 uplih ai joint 15, 47 Ib uplik at jaint 14 and 21 16 uplik at joint 12. y 7� �'D
7) This trucs has been designed with ANSI/TPI 1-1995.criteria. �� �'�`�
� IOAD CASEIS� Standard
� � � ' �
� 2��
�
'�NAL Ee�
�wa
May 4,1998
AWARNfNO�V�r�fy d�rlpn pu�¢nvt�r�and RLAD NOT69 OIYTRfB AND AEYCR36 97DE BEFORE USE. ���
Dmqn raNtl b�aw OnN wh� MRek connacton.I�Y MLpn Y ba+eC onN�CO^Pa�ameten Nown,antl Y tor cn bqNqual bWqN4 comOOnsnl�o W
imiaWC ona batlW wtlteM. APD�oOnilY oi dsYpn paiamel�u anC P�op�i Ncorpoiaibn ol eomponeN Y�mpontlblltlY ol bW101np tletbn��.no�Imn
a�spnei.l�acina mown Y Iq b��ial tappo�t ol btlNltlual r�b m�mWU only.AOtlBbnal lempaary b�ecNG�o N�m�dablYty Evilnp mnpwcibn Y I�s
��+ponubWlY OI IM�r�cla. �Ctltlbnal p�iman�nl bOCNp ol IM ow�a1�huciw� Y �N�npomWYXY of�M bW.Vkp owpnr�.Foi pmual 9�bance
NaMlahpVVaallbpanEbxlrp0�c'oom,m�rWalbnava'YObr Iwnl uPWt�Nlllu�`581D'O ObD'nN�MadYOnDW'!3)IOaclnpSp�cl0calbn.aMNU-VI MiTek�
Jo�-fTruss Truss ype � ty ly OFLq-BOIC6ERS-SHELBY ECEV-A
I J275818
SH9lBV LDG�OOF TRUSS � e� �
��dustries. INDPCS��Ind-�s:, F7- �3 � e n usvies,Tn�Thu�6-T3Td-137�3$��
-0-10-0 , 3-6-8 7.7_p
0-10-0 3-68 3-6-8
4x4 I I
3
8.00 rTT
m
4
� 2 �
5
3x4% 4x 10 I I 3x4�
3G8 7-t-a
�8 36-8
LOADING �pst� SPACING 2-0-0 CSI DEFL (in� poc) I/da/I PLATES GRIP
TCLL 20.0 Plateslncreaza 1.15 TC 0.78 Vert�LLl -0.02 2-5 >999 M20 797/190
TCDL 10.0 Lumber Increasa 7.15 BC 0.92 VartITLI -0.04 2-5 >999
BCLL 0.0 Rep Stress Incr NO WB 0.27 HorzITU 0.01 4 n/a
BCDL 10.0 Code UBC/ANSI95 lst LC LL Min I/defl = 360 Waight:3016
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 7.SE TOP CHORD Sheathad or 53-3 on centar pudin spacing.
BOT CHORD 2 X 8 SYP No.2 60T CHORD Rigid ceiling directly applied or 10-40 on center bracing.
WEBS 2 X 4 SPF 7650F 1.SE
flEACTIONS pb/size� 4=7882/0-3-8, 2=1941/0-3-8
Max Horz 2=80�1oad case 3�
Max Uplik4=-314poad case 4�, 2=-354poad case 4�
FORCES �Ibl � First Load Caze Only
TOP CHORD 1-2=74, 2-3=-1845, 3-4=-7645
BOTCHORD 2-5=1349, 4-5=1349
WEBS 3-5=7878
NOTES
7)This truss has been checked far�nbalanced loading conditions.
2�This buss has 6een designed for the wind loads genar5ted by 75 mph winds at 25 k above ground level, using 5.0 psf top chord�dead load and 5.0 pst bottom
chord dead load. 100 mi from hurricane oceanline. onan occupancy category I, ronditionJ enclosed building,of dimensions�45 k by 24 ft with exposum C ASCE
7-93 per UBC/AN5195 H end verticals or cantilevere exist,they are exposed.to wind. I}porches exist,they are not exposed to wind. The lumber DOL�inereaze is
1.33, and the plate grip increase is 7.33 �
3)All plates am M20 plates unlass otherwise indicated�.
4� Provide mechanical connection (by others)o(trusa to hearing plate capable of withstanding 374 Ih uplift at joint 4 and
354 Ib uplih at joint 2.
5) Thie huss has baen dasigned with ANSI/TPI 1-7995 critaria.
LOAD CASEISI b
1�Regular: Lvm6er Increasa=7.15,Plate Increase=1.15 O
Unilorm Loads �plf� J � L-
Vert: 1-2=-80.0, 2-3=-80.0, 3-4=-80.0, 2-5=-494.2, 4-5=-494.2 �`� '�'
2�Wind Lek: L�unber Incraase=1.33, Plate Increase=1.33 �
Uniform Loads �pif� � � ��
Ven: 1-2=78.9. 2-3=-1.8. 3-4=20.4, 2-5=72.1. 45=72.1 �b,
Hors: 7-2=-28.9, 2�3=-8.4, 3-4=30.4 �
3) Wnd Right Lumher Increase=1.33, Plate Incraase=1.33 � 71} .�(
Unitorm Loade (plf) � ���
Vert: 1Q=40.9. 2-3=20.4. 3-4=-1.8. 2-5=72.1. 4-5=72.1 �
Horz: 1-2=-50.9. 2-3=-30.4. 3-4=B.4 -
41 1st Wind Parallel:Lumber Increme=1.33. Plate Increase=1.33 \
Unifortn Loads Ipif) �
Vert: 1�2=40.9, 2-3=20.6. 3-4=20.4, 2-5=71.1, 45=72.1
Horz: 1-2=-50.9, 2-3=-30.d, 3-4=30.4 NALE
5� lst unbalancad Regular: Lumber Incraase=1.15, Plate Incraase=1.15 �MM
Uniform Loads �plf�
Vert: 1-2=-80.0. 2-3=�80.0. J-4=-20.0. 2-5=-694.2. 4-5=-494.2 May 4,1998
Con[inued on�age 2
A tYAAIYIiVO-V�r(/y d�dpn pa�anrbr�and FEAD NOTE9 ON THIH ANO%V6R.R6 ffiDE B6PORL USC. � �
Deib��aMa bi�uw MN�'M� MIL�k connacbn. I�Y GYpn h bauC only vpon Da�am�t�n tlfOwO,a�W Y Iq an IntlNqval buM01nQ componenl b b1 �
inflalbO anO batlb v�i�ICaN. APDMCabINY OI OWpn paiam�Nn 000 qop��hicqpo�atbn ol CompOn�n�Y�O�pomW1Y1Y ol DuIIGInQ defipn��-not buu
de+b�ei. BiacinQ Movn.Y la blaml�eDwi�ofNtlNWUaI r�b m�mWn onN�AOOXbnal t�mpaary baclnp lo Imv���abYtly CuMa contivc�bn b IM1�
i��pOnYb1111Y OI I�� ��k'�d. �Etltlbn0l pdmOn�nl b�OGNO OI IM Ow�a1��iUC1Ul� Y��I IMpOntb1111Y OI 111� buMtllnO CNl�ns�. FOI QwM�al Quk1a0<O
iepaitllnp lab�1[atbn.QaaFy conhd.�bmps.C�Mwry,�i�cibn OnC daclnp,Conwtl G1M1lE GmIXY nontla�tl.0lLGV Iraclrq Sp�cXicolbn,aIW NI�-Vl �iTek�
NanElUq IMIOIIInO aM�rocbq 9�comm�nGqlpl avabbl�40m lluu NOb Ntltlul�.SBJ 0'OnoM1b D�N�.Ma4YOn.WI J�)10,
, o mss russ ype ty y A 6UICDERS3'FIECBYECE�"A
�SHELBV OG ROOF TRUSS � �
J235878
age n ustnes, PCS1n ps., �687T7 � p�i 3-1 i e n ustnes, nc. u pr 1"3:1d30-1$�Sg—paga2—
LOAD CASEIS)
6) 2nd unhalanced Regular. Lumber Increase=1.15. Plate Incmase=1.15
Uniform Loads (plf)
' Vert: 1�2=-20.0, 2-3=-20.0, 3-4=-80.0, 2-5=-494.2, 4-5=-494.2
�WARNfNO-V�r�(y d��lyn p¢Rmebn and READ NOT69 ON THIB AND ALVLA.46 ffiD6 BLIORL USL. ���.
Oe+qn valb roi uw enN wnn Mn•t wnn.aon.m�a•+on�eo.w onN ucon ca�am•i•n ewwn.ana��a an hGMtlaal bupdin0 comO��M�to W
M���ai4G any IooEW wtlleaM. AOOkaDMY ol OWpn poiam�l�n ontl pop��Ineapowlbn ol compon�N Y inpomlplNY o�buIItlNO daqn�i.not buu
tlsiqnr�.EioclnQ Mwwn 4 Iq btaal rvDPO��ol YWNWUaI w�D m�mWn onry.AGdtlbnal I�mppery pacYq to Nw��pobWty tlwlnQ eomlivclbn Y i��
iaponYbillly ol t���i�eta. �OCtlbiwi p�iman�nt�MacMp ol I��owial�bu<lu��Y 1�� i�tpomlblNY OI IM1I DuMtflnQ tlnlpn��. FO�O�n��al QuWanc�
ipoitlirp Iabiba�bn.O�hY<Onbd,tlaOq.W1Wry.�r�c�b0 antl WaCYp:comutl GiI-OE OwINY na�Ma�C.0l�.G9 boclnQ Sp�clllcolbn.arq MI�A1 M iTek�
XaMllry im�olllnp anG/rocbq Y�camm�rWalbn ovObGM liom pvu Ral�ImlXVI�.SB3 D'Onohb Oilw.MaOYOn.W I OJ)I G.
06 Truss russ ype ty y RA BOICDERS SNECBYECE�A
J235877
SHELBV DGE ROOFTRUSS 1 7
age�n ustnea, N6PC5.-rdps., FT462T7 . -9 s p� i e n ustnes, n�hu pr T�1�2�T398 aga
-0-10-0 I 3-6-8 f 7-1-0 I 7-11-0 �
0-10-0 3-6-8 3-6-8 04 0-0 �
4x4-
3
8.00�T�
4
rn
N
� z 4 �
� 5
2x4- 2x4 I I 2x4-
7-i-o
7-1-0
LOADING (ps}) SPACING 2-0.0 CSI DEFL (in) poe) I/defl PLATES GRIP
TCLL 20.0 Plates Intrease 1.15 TC 0.11 VertILLI n/a - n/a M20 197/190
TCOL 70.0 Lumber Incroase 1.15 BC 0.05 VertITLI 0.00 L2 >999
BCLL O.0 Rep Stmss Intr YES WB 0.03 HorzITU 0.00 n/a
BCDL 1 O.0 Code UBClANSI95 1st LC LL Min I/detl = 380 Weight: 23 I6
LUMBER BR4CING
TOP CHORD 2 X 4 SPF 1850F 7.5E TOP CHOfiD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1850F 1.5E BOT CHORD Rigid eailing drectly applied or 6-0.0 on center bracing.
OTHERS 2 X 4 SPF Std
PEACTIONS IIb/size� 2=229�7�1-0, 4=229/7-1-0, 8=20dl7-i-0
Max Horz 2=8711oad casa 31. 4=-6711oad case 21
Max Uplik2=-8911oad cae 41, 4=-8911oad case 41�, 8=-1211oad case 41
FOHCES 1161- first Load Case Only
TOP CHORD i-2=79, 2-3=-58, 3-4=-58, 4-5=13
BOTCHORD 2-8=0, 4-6=0
WEBS 3-8=-138
NOTES
/)Thie trues has been checkad for unbalanced loading conditione.
2)All Olates ara M20 platas unless otharwise indicated.
3) Gable reQUires continuoue bottom chord bearing.
4�Gahle etuds��spaced at 2�0.0 on center.
51 For studs ezposed.to wind, see MiTek "Standard Gahle End Detail"
8) Provide mechanical connection (hy others�of trusa to baaring plate capahle ot withstanding 89 Ib uplift at joint 2, 89 Ib
uplift at joint 4 and 12 Ib uplih at joint 8.
71 This trusa has been designed wiih AN51lTPI 1-7995 crkeria.
LOAD CASEISI Standard
IM
6'�5. RFaw
c3' a�'o�"<<
�
a j}• �[
�D 2�C.`�
�
'�NAL F�
�wN
May 4,1998
�WARf/IN0-V�r�fy G�Ipn py�nnytrr�and READ IYOTE9 ON iHlB AND AEKRS6 9ID6 BEFORE fI3E. ���
Desqn volln bi aw onN wtlp MINk connacbn. I�Y O�Ypn Y bawC onN�POn DaiameMn Ywwn.anO 4 iw an MdNquo�buAO4p comPOnanl lo W
In��aWC anG batl�C vM11COAy. �PPkODMIfV OI OWpn paiaTll���an0 P�oM�hCqpo�Olb/1 OI CompOnsnl Y impontbWY ol bu4tlN0 tlOt�pn��.iw�liux
CsfqMi. liacln0 Nown Y Ip qt�ial IuDlMN oi MtlNq�al w�b m�mOOU onN.AOdRbrol bmpMary.GacMp to Mwu Hao10Y dwinp contlmclbn b I�s
ihpOnflbYl�Y OI IM���Clp. �QGtlbnal p�imOMnt WacNO OI IM Ovaal�h�CNr� Y 10�rwpomlb1111Y ol IM buI1CNp Galpn�i.Fo� pen�wl pulaon<�
�poiCY�4 IObrkOtbn,quaNy<OM�d.��Oiaq.tl�llwry.���c�bn�a0tl�WOCbp,Con�ull Ofi�E!CWOy f1oMa�G.01��W�mchp Sp�clllcatbn.aM NI��VI MiTek�
MonClhq IN�olllrq aM�rxbq Y�cwnm�rMabn avo�abM I�om riuu PbM N�iHUI�.S8J D'ononb DM�.Madbn.w�5l)I o.
o rase msc ype ty y LDERS$AECBVEL .
J235818
SHELBV E ROOF TRUSS 6 1
�e n uetnas. ., n ps., . s pr i ec n ustnes, nc. Mon�vlay"b-�0�3$:T£l�J age
5-d-0 � 6-Z�6
5-4-0 0.10-6
3x5 I I
1
7.00 12
�
2 N
3 �a
0
4
2x4 I I 2x4=
sa-o
s-a-o
LOADING�psf� SPAqNG T-0-0 C51 DEFL IinJ �Ioc) Udefl PLATES GPIP
TCLL 20.0 Plates Increasa 1.15 TC 0.33 Vert1LL1 n/a - n/a M20 197l744
TWL 10.0 Lumberincrease 1J5 BC 0.11 Vert1TL1 -0.04. 2-4 >999
BCLL 0.0 Rep Stress Incr VES WB 0.00 HoaITLI 0.00 2 n/a
BCDL 70.0 Code UBCfANS195 � 1st LC LL Min I�defl =�360 Weight 18 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed.
BOT CHORD 2 X 6 SPF 1850F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 2 X 4 SPF Std
REACTION5116/si:e) 4=202/0-1-8, 2=282/43-8
Max Hors 4=-14711oad�case 21
Max Uplih4=-5111aad ease 2L 2=-2011oad case 31
FOHCES(16)- Firet load Case Only
TOP CNORD 1�4=-757. 1-2=0, 23=13
BOTCHORD 2-4=-0
NOTES
1� This truss has bean designed tor the wind loads ganarated by 75 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf battom
� chord dead load, 100 mi�rom hurricane oceanline,on an occupancy eata9ory I, eondition I anclosed building, of dimensions 45 ft by 24 ft wkh exposure C ASCE
7-93 per UBC/ANSI95 Ifend�verticals or cantilevers exist, theYare expased to wind. If porches exist,they aro not exposed to wind. The lumber DOL increase�is
1.33, and the plate grip increase is 7.33
2)All plates are M20 plates unless otharwise indicated.
3)Beaimg a[�joint�s) 4 eonsiders pa�allel'to grain�value using ANSI/TPI 1-1995 ang�e[o grain fortnula. Building dasignar should Verify capacity of bearing surfaca.
4)Provide mechanical connection �by others�of truss[a.bearing plMe at pint�s) 4,
5�Provide mechanical connec[ion �hy others)of truse to bearing plate capable of withstanding 51 Ib uplik M joint 4 and 20 Ib uplift at joint 2.
8�This tmss hae been designed with ANSI/TPI 1-1995 cri[ePia.
LOAD CASEI51 Standard
I
0�� ���
c�' �o�"<<
- � � �
� ���
'�NAI��`
ewM
May 4,7 998
AWARNINO�Vsr�fy ds�lpn painm�Gr�and RLAD NOT69 ONTHf9 AND 116 VER9E 9ID6 BLFORE U9C. ���
Oesqn valltl bi vu mN wll� MR�k Connscldf. I�Y GLp�Y bawd oON�Pen Dawmalsn NOwn,antl Y Id On NtlNqual DuWinp cOmP�enl lo W
inflaWC antl baGWV�i11COW. �PD�ObINY ol Ostqn pa�OT�bOOnO pop��Neqpdalbn OI wmpon�N Y inpomibwlY ol bulltlln0 daqns�.ewt huu
ae�pnar.E�ocinp snown Y loi bbml tvODO��a�MbNltlual w�b m�mWU onN�AOOXbnal 4mpqa�Y bacMa lo Ntw�qabNty tlwbp conqmcibn Y I��
wfponflbiYlY ol IM ��Kip. AEGtlbnal p��man�n� bacNO oIYM ov�w1�h�cluw Y I��l�apomOMY ol t�� EuUCInQ Cstlpn��. Foi O�n�ial�OUWanc�
ipoiClnQ tooibaibn,qaelity conbd.tlaaps.a�Mwry.�iwibn anC MacMp.comu0 O3LGE Omlhy StaMartl.D!L!9 Imclrq Sp�clllca�bn,aM NILOI M iTe k�
NaMIVq Im�alll�y OM��ocMp��CO�nTMEalbn OvpbbM I�Om IiuY Pb��IntltlVl�.!BJ D'OnOl�b DrM�.MOObn,W 15J)1�.
Job rTr�ss russ ype 't�y—"�P�p�IIICDER�SFIECBYECEO-
SHEIBY �FG FINK �
J2�5879
I �
_ EagTlndustn`as, INdPLS.. n ps., 7482T7 S6 s Api 3�9 i e n ustnes, nc. u p�36l'3?i-d36T3ff�
4315 8-0-0 i t-&1 16-0.0
I
43-15 3-8-7 3-8-1 43-15
4x4 I I
3
8.00 rTT
3x5%
3x5��
� Z 4
�
�
^ � 5
Q� �
o �
a
3x8— 8 � 6 3x8—
� 4x1011 4x8— 4x1011
4315 8-0-0 it-8-1 16-0-0
43-15 3-&1 3-&1 43-15
ata sats
LOADING �psf) SPACING 2-40 CSI DEFL linl Iloc� 1/detl PLATES GRIP
TCLL 20.0 Plataslncrease 1J5 TC 0.24 Vert�LL� -0.05 7-g >gg9 M20 7g7/7gp
TCOL 10.0 Lumber Increase 1.15 BC 0:58 VartRU -0.10 7-B >999
BCLL O.O Rep Stress Incr NO WB 0.4B HorzlTLl 0.03 5 n/a
BCDL 1 O.O Code UBC/ANSI95 lst LC Ll Min I/de�l = 360 Weight: 81 Ib
LUMBEft BRqCING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 4-0.8 on center purlin spacing.
BOT CHORD 2 X 8 SYP No.t BOT CHORD Rigid cai�ing directly applied or iaao on center bracing.
WEBS 2%4 SPF Std 'Except'
3J 2 X 4 SPF 1850f 1,5E
REAC710NS ph/sizel 1=2075/0-3-8, 5=2075/0-3-8
Max Harz 1=�117�1oad case 2)
Max Upliftl=-271�load case 4�, 5=-27111oad case 4)
FORCES I�b) - First Load Case Only
TOP CHORD 1Q=-2702, 2-3=-1848, 3-4=-1848, 4-5=�2702
80T CHORD 1-8=2232, 7-H=2232, 8-7=2232, 5-8=2232
WEBS 2-8=802, 2-7=-880, 3-7-1829, 4-7=-880. 4-8=802
NOTES
71'This truse has been checkad for'unbalanced loading conditions.
2�Thie tmsa has baen designed for[he wind loads genarated by 75 mph winds at 25 h abave ground level, using�5.0 psf
top chord dead load and 5.0 pcf bottom chord dead load, 100 mi from hur�icane oceanline,on an�occupancy category I
, condition I encloead building, oi dimensione 45 k by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If and
verticals or cantilevers exist,they are exposed to wind. If porchae exist,they are not exposed to wind. The lumbar
DO�increaoe is 1.33,and the plate.grip incroasa.is 1.33
3�All platee are M20 plates unlesa oNerwise indicated.
dl Provida meehanical connaMion Iby ot6ars� of nues to bearing plata capable of wkhstanding 271 Ib uplih at joint 1 and e
271 Ib uplik at joint 5.
51 This truss has been designed with ANSI/TPI 1-1995 piieria. �c prn•
>. wf.V�f/
LOAD CASEISI Standard
11 Ragular. Lumber Incmase=l.i5, Plate�lncrease=1.15 �e � (�
Uniform Loada �plf)
Ven: 1-2=-80.0, 7-3=-80.0, 3-4=-80.0, 45=-80.0, 1-8=-204.2, 7-8=�204.2, 8-7=-204.2. 5-8=-204.2 �
� �
' 2��
'�NAI��`
�ar
May 4,1998
Aw.1q1Y/ry0-V�r�fj/Qidpn pn'ame/�n ond RLAD NOI'E9 ON THIS AND RLVER36 SID6 HEPORS U9E. ���
DxqO valp b�aw MN wX� MMk conneoton,t�4�GYpn Y bawC onN�O�n POrOmOt�n NOmn.O/M h lo�On htlNhaal buNObp COmP�e01�o G �
ntlaMtl antl baOW vwlkON. AppWCabplly ol OWpn paiom�bn antl qop��hcqpow�bn ol COmpon�nt b rwpomlblYfy ol bWldNp tlstqn���no�6uN
Gnpner. BiacNQ Mown Y Iq Wt�ial mDPO�I ol NtlNlOUaI w1b m�mWn OnN.AOtltlbnal��mpaary dacNQ lo Mw��YabWtY awln0 connmclbn Y IM
r��ponubWtY ol �M �r�cla. AtlCtlbnal p�iman�nl pocln0 0l IM Ov��a1 tl�uclu��Y�M���pONIbW1Y ol IM buIIdMO 4M1�pU.Po�9��0�01 9V WCOCO
�po�tllnp Iab�KOlbn,QWNy cOn�iOl��dbp�,d�W�ry:N�Clbn OM blaCllb.Cq11�Utl O!1-AG OU011ly BOMO10.D31�lpLaclnp Sp�cMICG�IM.OM NI�-Gl �iTek�
•aMibp�mlaillnp aM bx4p G�comm�rMellen ava�oby Lpn fmn Pbt�NtlMUI�.!BJ D'OrwNb OM�.Maabon,w133)to.
Joti russ iuss .ype ty � Ply 6DA7�HQI[DERS-SHECBYE[ '
SHELBV FS ROOFTRUSS q �
J235820
ag e ndustnes, N6PC5-.Indp s., fT48217 . � 2 s pr i e i n ustnes, nc. u� p�r 3bT��,fd�7 TggB-pays {--
'0"'°'g 8-0'0 , ,�o-o ,s-+i°-�
0-10-6 8-0-0 8-0-0 0-10-6
4x4=
3
8:00�iT
�
�
v�
6 �Sx5—
r� 2 q �
a�1 51`?
0
3x4; 4.00 rTT 3x4;
aao i s-o-o
a-o-o s-o.o
LOADING �psf) SPACING 2-40 C51 DEFL �in) Iloc) I/defl PU1TE5 GRlP
TCLL 20.0 Plates Incraase 1.15 TC 0.92 Vart0.L1 -O.OS 6 >999 M20 � 197/190
TCDL 10.0 Lumber Ineroase 1.15 8C 0.42 VertITL) -0.28 2-6 >688
BCII O.0 Rep Strass Incr YES WB OA5 HoaITU 0.09 4 n/a
BCDL 70.0 Code UBC/ANS195 1st LC LL Min I�defl = 380 Weight: 47 16
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 7.5E TOP CHORD Sheathad or 2�3-0 on center purlin spacing.
BOT CHORD 2.X 4 SPF 1850F 1.5E BOT CHORD Rigid eeiling directly applied or 10.0.0 on center bracing.
WEBS 2 X 4 SPF Std
REACTIONS (lb/size) 2=889103-6, 4=889�0.3-H
Max Hoa 2=-13011oad case 2)
Max Uplift2=-12311oad case 41, 4=-12311oad case 41
FORCES Ilbl - First�oad Case Only
TOP CHORD 1-2=13, 2-3=-7075, 3-4=�1075, 4-5=73
BOT CHORD 2-8=933, 4-8=933
WEBS 3-8=748
NOTES
i)This truss has been checked for unbalanced loading conditions.
2)This truss Aas bean dasigned for the wind'loads genarated�hy 75 mph winds at 25 ft above ground lavel, using 5.0 pst top chord dead load and 5.0 psf bottom
chord dead bad, 100 mi from hurricane oceanline,on�an occupancy category I, condition I enciased building,of dimensions 45 h by 24 ft with exposure C ASCE
7-93 per UBC/ANSI95 If end verticale or cantilavers exist;thay are ezposed m wind. If porches axist, they are not exposad to wind. Tha lum6er DOL increase is
1.33, and the plate grip incroase is 1.33
3�All plates are M20 plates unless otherwise indieated.
4� Bearing at jaint�s) 2, 4 considers parallel m groin.value using ANSI/TPI 1-1995 angle to grain.fortnula. Building
designer ahould verify capacity�of bearing surface.
51 Provide mechanical connaction(by oihera)of huss to bearing plate capabla of withstanding 123 Ib uplik at joint 2 and
123 Ib uDlift a[joint 4.
8)This truse has been dasigned wi[h ANSI/TPI 1-1995 criteria. �
LOAD CASEIS) Standard �� '��D�
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�
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.
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wa
May 4,1995
A WARNfNO-V�r�fy d��fpn pnrvmrMn and READ NOT69 ONTH79 AND R6VER96 9(D6 HEIORE[/9E. ���
Omqn vala ro�uu onN M'n� MRSk COnnx�on. I�h Wflpn Y bauE onN�PO�Da�amst<i�Ywwn.Ontl Y lo�Gn NCNqaOI bulqbp COmO?�snl�o Ds
intlalbtl anO.batlM v��ICaN. ADD�aDMY ol GNpn pa�amel�n antl P�oMr InGqppatbn ol cOmpon�nt k�mpontbWtY ol bulltlln0 dnqn�i.not imu
dsibqai.BiacNp Jwwn Y lo�W�sial mpporl OI NENIOUOI w�b m�mbeq onN��4Ctlb�w1 bTpdary baCNp ta M�m��IabWty GwhQ COntlmclbn b 1��
usponLOW1V ol Ip� u�clq. AtltlMbrwl psiman�n� biocbQ ol 1��ovaal�hvc�w� Y ip��Hpo�sIDIYIY OIiM1� bulbVp tlnlpnsi.LO�O�n��al Ouqanc�
��Oartllnp�abncalbn,QvaIXY�onbol.�biap�.C�1wry.�iaclbn anC biaehQ.conwtl OfT.lO OwIIIY noMarE.Df�.lp/mcliq Sp�clllcatbn.arW NIL91 M iTek�
Man011ep Irulalllnp anE�raelrq q�eommMAalbn avalbbM liom pm�Npl�MtlXUt�.SB]D'OrwM1b D�IV�.MotlbOn.WISJ)1G.
� Truss russ ype tv Ply DORA HOICDERS-SHECBV ECE�.—A
J235627
SHELBV V1 ROOFTRUSS 2 1
� age n ustnes, IN6PC5.]ndpls., db^1' . s pr f9887vti e n ustrms, nc.-� p��7d?5d-1'tJ$'B�age
3x4-
i 7-9-0 � 3-6-0
1-&0 �_y_� �
8.00(iT Z
0
N
3
1
2x4�i 2x4�
3-6-0
36-0
ate sets ,e e
LOADING (psf� SPACING 2-60 CSI DER �inl (loc) Ildefl PLATES GRIP
TCLL 20.0 Plates Ineroase 1.15 TC 0.01 VertILLI n/a - n/a M20 197/190
7CDL 70.0 Lumber Increase 1.15 BC O:OI Vert�TU n/a - n/a
BCLL 0.0 Rep Stress Incr VES WB 0.00 HorzITU 0.00 nla
BCDL 10.0 Code UBC/ANSI95 lst LC LL Min I/defl = 360 Weight:8 Ib
LUMBEP BRACING
TOP CHORD 2 X 4 SPF 1850F 1.5E TOP CHORD Sheathed.
BOT CHORD 2 X 4 SPF 1850f 1.SE BOT CHORD Rigid ceiling di�ectly applied or 6-0.0 on center 6racing.
REACT10N5 pb/cize) 7=701/3�8-0, 3=101l3-8-0
Max Horz 1=57�load ease 7�, 3=-57poad case 7)
Max Uplihl=-73poad case 41, 3=-1311oad case 4)
FORCES II61 � Piret Load Case Only
TOP CHOR� L2=-69, 23=-89
BOTCHORD 1-3=0
, NOTES
1�Thie tr�ss has 6ean checked for unbalanced loading conditions.
21 All plates are M20 plaies unless otherwise indicated.
3� Gabb requiras continuous 6onom chord bearing.
4) Pmvide machanical connection (by othersl of truss to bearing pla[e�capable�of withstanding 73 I6 uplift at joint 1 and 13 Ib uplift at joint 3.
5)This truss has been designed with ANSI(fPl 1-1995 criteria �
LOAD CASEI51 �Standard
0�� ���
Ci d���o�<.�
vti
� - �F �c
-o �
2
'�NAL E�
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May 4,1998
AWARNfNO-V�r�dsdpn p¢�vm�f�r�and READ NdI69 OH iH79 AND RE VER9E ffiDL BLFORL USE. ���
Oeaqn vaM b�uw onN�'X� Mli�k Conneclon.i�b Ceslpn Y bautl onry apon pa�amelen Ywwn.antl b bi an IntlNlaual baipbq componanl b be
M�iaMO on0 batlW v�iticaM- ApOkabMMy ol tlsYpO pa�aTM�u af0 piODSi bcqpomlbn OI Componsn�k iwponslblYly ol bulltllnp Owb�e��not t��u
tls+qMt B�achp fMwn Y Ioi 41aa1�aODO��a�htlNltlual wsb�m�mGn onN�A�Mbnol I�mpwary Gaclnp lo Nfw�s�o�Ytly Owlrp conq�uclbn b��a
rNponYO�YIy ol IM �i�etd. AtlCtlbnal p��mon�N biacNp o1lM ov��aY�hvCNr� Y I�� iwpomlbYttMOI l�� OuIItlMp C��b�e�.Fo�Q�n�ial pultlancs
rpoblrq b��balbq QvaOY conlrot tlwaps.tlHlv�iY.��Kibn anE biacln0,contutl O{i-EL OwINY 11aMarC.01Ll0 Iwcln4 Sp�cXleatbn.anC Nt�-Gl N9 iTek�
XaMilrq Wlaillrq arb Irxlrp 4�cwnmwW albn avaYObM Irdn puu Pb4 h�lllu��.SB]0'OnoM1b DM�.Motlbon.W I 33)10.
o rusT—s— russ ype Qry Ply 6pqA BOIC�ERS SHECBY ECE�
SHELBY V2 ROOF TRUSS
J235822
' age�n ustnas, 106FIS,. � ps.. T42'i2i7 ? -�'��8-M�7�CTdustna�Thu pr -�age
3-fi-0 7-0-0
3-8-0 3-6-0
4x4_.
2
8.00�iT
0
v
N
�
\
X �/ �I \
7-Q-0
7-0-0
LOADING �psf) SPACING 2-0-0 CSI DEFL (in) �loc� I/defl PLATES GRIP
TCLL 20.0 Platas Increase 1.15 TC 0.07 Vert�LL) n/a - n/a M20 197/190
TCDL 10.0 Lumber Inerease 1.15 BC 0.03 Vert�TL) n/a - n�a
BCLL 0.0 Rep Stress Incr YES WB 0.02 Hoa1TL) 0.00 n/a
BCDL 10.0 Code UBC/ANSI95 7st LC LL Min Udefl = 380 Weight: 16 Ib
LUMBER BRACING
TOP CHORD 2 %4 SPF 1650F 1,5E TOP CHORD SheatFad or 6-0-0'on center purlin spacing.
BOT CHORD 2 X 4 SPF 1850F 1.SE BOT CHORD Rigid cailing�diractly applied or 6-0-0 on centet bracing.
OTHERS Z X 4 SPF Std
REACTIONS Ilb/sizel 1=748/7-0.0. 3=148/7-0-0, 4=187/P0-0
Max Haa 1=4lpoad case 1�, 3=-4lpoad case�l�
Max Uplihl=-2511oad case 4�, 3=-25poad cae 4�, 4=-7311oad case 4)
FORCES 116)- Firct Load Case Only
TOPCHORD 1-2=-49, 2�3=�49
BOT CHORD 1:4=0, 3�4=0
WEBS 2-4=-127
NOTES
11 This truss has been chacked for unbalanced loading conditions.
21 All plates are M20 plates unless otherwise indicated.
31 Gable requiros coniinuous 6ottom cfiord bearing.
41 Provide mechanical connection Iby othersl ol truss to bearing plate capable oi withstanding 25 Ib uplift at joint 1, 25 Ib uplik at joint 3 and 13 Ib uplik at joint 4.
5)This truse has been designed with AN51/TPI 1-1995 crkeria.
� LOAD CASEI51 Standard
� �S��0�
c3� �o�<<
�
- � �
� �
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'�NAL F�
eosee
May 4,1998
s
AWARNINO-Vsr{fy d��lpn purcmrt�n anQ%AD NOT69ONTHf9 AXD%YER36$IDE BLFORE USE. ���
DmkJn vaMtl b�aN Mh wtl� Mp�S COnnxlwt IM1Y GYO�Y bowtl-onN upOn pO�amslsh Novn.OnC Y loi On NClvqual bulWlnp<omPOnen� lo be
nt1oMC an0 baOW vMIkOVy. ,1PP�ab@IY ol CKpn pa�aT�bn antl popn Vico�pwallpn ol COmDOnsN Y i�fpomlblltlY ol ballGlnp'CS4pns�.nol hvft
a•�qo.�.e�acmo��wn Y Iq qHial�uPOO�t ol NtlNltlwl w�b�m�mWn onN.AOtltlb�wl I�mpaory D�acNp lo Nam�atabIII1Y dwln0<Ontlmclbn b I�e
i��ponYbllllY ol IM1� �r�Cld. AGtltlbnal peiman�nl tNOCbp OI ���Ov��O1�huC�w� Y �M iapOmlbW1Y ol 1�� bulltllnp Qa10ne�,fo�pans�ol pvYJanca
�po�EinO taO�katbn.qaaqtY cOntiol�toiaps.CaW�iY.��Klbn anC dacbp.comutl Ofi.ap Ow111Y rarWarC.031.lV�ImcInO Sp�clOCatbn.aM�MILGt �iTek�
NoMIVp Irv1a11Lq ontl bacbq q�cdnm�rW olbn Ovabb4��wn Luu Pbl�In�ItlW�.583 D'OMOb D�N�.MaClwn.W I 53I10.
3 - russ russ ype ty y T1q7�9DIC6ER5 SFIEC6Y�C��
J235825
SHELBV V� ftOOFTRUSS � �
age n ustnes, NDP ., n ps., . =S a pr 5 i e n ustnas, nc. u pr 19 7 : age
5-3-0 � 10�6-0
5-3-0 5-3-0
4x4-
2
8.00 r1T
0
�
m
�
3
2x4�i 2X4 I I 2x4�
10-6-0
�as-o
LOADING (psf) SPACING 2-0.0 CSI DEFL lin) �loc� I/defl PlATES GflIP
TCLL 20.0 Plates Increase 1.15 TC 0.20 VertILL) n!a - n/a M20 797/190
TCDL 1bA Lumber Incroase 1.15 BC 0.08 VertITL) n/a - n�a
BCLL 0.0 qep Stress Intr YES WB 0.05 HorzITLI 0.00 nla
BCOL 70,0 Code UBC/ANS195 � 1st LC LL Min I/defl = 380 Waight: 28 I6
LUMBER BRAqNG
TOP CHORD 2 X 4 SPF 1850F 1.5E TOP CHORD Sheathetl or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF 7850F 7.5E BOT CHORD Rigid ceiling directly applied�or 8-0-0 on centar bracing.
OTHERS 2 X 4 SPF Std
REACTIONS (Ib/size) 1=234/10.8-0, 3=234/10-8-0, 4=298/10.6-0
Max Hors 7=64�load ease 1�, 3=�84paad case 1)
Max Upliki=-39poad case 4�, 3=-39(load case 4�, 4=2111aad case 4)
FORCES(Ib� - First Load Case Onty
TOP CHORD 1-2=J7, 2-3=J7
BOTCHORD 1-4=0, 3-4=0
WE85 � 2-4=-207
NOTES
1� This truss has bean chacked tor unbalancad 7oading contlitions.
21 All plates are M20 plates unlesso[herwise�indica[ed.
31 Gable requires continuous bottom chord bearing.
4) �rovide mechanical connection (by others)of truae to bearing plate capablo of withstanding 39 Ih uplift at joint i, 39 Ib uplik at joint 3 and 21 Ib uplift at joini 4.
5)Thie truse has been designed with ANSIITPI 1-1995 criteria.
LOAD CASE151 Standard
I
�� ��
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'�NALE�
�wN
May 4,1998
AWARXINC�V�r�J'y d��lpn p¢r¢m�bn and R6A0 NOT63 ONTHl3 AXD RCVE1P3d ffiD6 BEFONE V9E. ° �
Dnbn va110 Wi uw onM wnn Mn�t wnn�c�w�. m�tl�Wn Y co�ee only upon DO�amet�n�Iqwn.anG Y b�an YWNIGaaI bWl]NO ComPOnan��o W �
htlalMC antl baE�1 WOkaM. APPYCabMY ol C�tlpn.pO�am�l�n and qopM Mcoipdatbn ol compOnenl h impontlp1111Y ol bulltlln0 da4ne�.�at buu
OsfqnaL Bbclnp�tbown Y Iq qlaal NppoO o�NCNICUaI w�b ro�mbN�onM�Adtllibnal tsmpqary baclnp lo htw�qobWy OwInQ Conpmclbn b��e
i��ponYblNly ol Ib� ���clw. �GtlMbnal p��mon�m bmcNQ ol in�m�io1 tlmctm�Y iM �wpomlEYltV ol iM balltlNp Cmlpn�r. Fo� p�n�iol pul0ancs
ipoitlMO�ODticalbn.quaNY conbd,�laaps.C�IMry.a�ctbn antl GacbQ.<onwtl Ofi-E!OuaIIIY Stontlaiq Of�.G4lmcVq ip�cttkatbn.aiW HILCI �iTek�
NonGllnp Irntalllrq oM�iaclrq N�comm�ntlalbn avabbb M1om Irvu Pbb IntltlNb SB]D'Onolib D�N�.MadMOn.W150)10,