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HomeMy WebLinkAbout14050106 Truss Plans ; . . ` VP � T � E �, � N _ > E 3 c o °i-o � . o 0 3 Q `o°;o `m o � m� m� � o b m r � o nc ' � O m . E`o m . �° � j � n� £ m ° v o0 o a "� m � ao f m c c � `m o� r u c c m a c � u � o d °'m m£ E v°' .-50° £ � m � uo v . ° a -m `o o m uo 3 0 �3 � � m'^ ��w a2 "Sc ° L.o m . oc °9 ao Ec � .S �. � t t oU y � 4/ v� Ea cu � �3 t u�- o- o a� ° n D� ° °� 3 ° �� ° °' c K}-^°� a T �'� �� o o u �t a°� m°m^ a� _`m o a � o 0 0 � o r �, `o o s o m o_0 a`u_ v y i o. °a'_ �� om " `oa- .o� on cm o� °.' oo = °' oa a o ac oa °u 4''� -p C � i. -000 W� m� rn '�~ �t �'� °o ��4 �a � w`m `a °� m a� � E � � 3 c j — ° � �omd _°oo vo` � o°„¢ � 3 � d 'am °u-°m o� am _°< �_o = � v °'c° m' m � p a ao °io�ov cQ � t �'o�. -n oE �m °� co tn ta mm m � � En� n� ? 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Z �.� E -° m _ � � o O - .o.m a.� u u a�.� � o o m� Q a� oa -o sQO � a a�� � a� r � � � aoE o � oUC�ai � U`o�QO °.� i LLaa� � � � mc � 3��` (7 5�'0- 5_.� c� ., 00� ° � tJ3 2 .-�-► '�- • U o�.- m`u O p o � vo Z ao �maa= c � Q � � i °- ' Q v° pO ��SJOo � U � 1 I 'o o � � C ZaOm� cU O m O J O `6 y � � Q Z .`n . A a ! - °ao '' x w � �� m� � a � a �h .- a �, m� �.`3 � � ¢ i+± �z �c r � I + u i Jo� Tmss TmssTYPe �ly Ply E61]1896 ORDERS FA-98720 SPEC � � - - �-��- Job Referenw o tiwrel _ NVR Homes.X 7250 s Aug 25 2�11 MTek Indusines,Inc. W ed Q112 13:03:30 2011 Page 2 ID3URKSHtqxi�vFO_?_o3KaW zj?3J-a5luSSeCV1g�TgOx4vdFMPzbGgNNKsbFnotSFyU9oR NOTES (14-75) 13)'Semi-rigld pilchbreaks wilh fixed heels'Member end fzity model was used in lhe analysis and design ol ihis Wss. �4)Designs checked for ASCE 7-05 wind al 120 mph,wind reacliors x 0.56 will adjust wind Ioad reaction lc a speed of 90 mph(0.69 for 700 mph and 0.84 for 110 mph).All other coefficienls remain lhe same as shown. 15)SPF No2 and SYP No.3 can be substiWled for SPF Slud Grede material(Roof trusses only). LOAO CASE(5) Slandard I � W,VtMNG�9eijytleai3npammetuTnratl.Ql+./mm,lI�1E5ONTlIIS`MDINCWDc'➢tlTE1CRSFEP.fiNCFPRGSISII�lO]3BEFOREC•5& ENGIN�EEflINGBsT///qqq Design vaf0 fa vse only wilh M1ek conneclors.Ais desigMO bosotl oNy upon paramefers sliovm.antl u iw an intlivitloal bWQng componont ���yT p��� . .._ .. _ . . .. ,.�e�,.,.�..�.�P�r n..c�nsmirt:�nf euildino desiana�not tr�c desana.&acinp sho.m $ �i�a� rr . . ,� � � � d � � a t d E �r � d - ? E oc o a � n- y� c o 0 0 ; O m �E`o 'm . m� � � .o n� r�� a �o ° oo r a � m„ 9 °�' r � � 6�d d t� �m c o t _ m E o .r u c � v a c ° 5 � u o 0 0 4� d��.mi c N E °c � v `m c `u � u o 'o u m ' � a �� T t £ �U ; � m � j �m mo ° 3m °jO o °O $n �_ °o °a � E ar a �r ° � � m� �°� o � O � �� ca: ou £', � dm � mo oy o0 oy c- `o� � g� . � p V > ?� n m> m� � a � �3�- aZ uo "'° ma�i . °o' mt � 5 q o. o' � ac o a u � a C � o �ooD �� o�a o 2'oy �„t m� a,o ��o` ° �' "u� a o� m ° S EE `3 0 M O � ao a�vm` _°o° a `o i, ��> nv o � -�'om °uom °� ma °'m °m m E � �dai v 'm m � U C c � �dvo�o c�y '^'Z � � u�n g E� s°.' ou`m od t� �.- yo `o d � � a� om 5 R, p u�- -�._ `oc . �a 2dt _ oua 3� a »v o od o..- E� > � m �o �/ 3 � �� avmc°� o� ` nn 6 �_o mu mo a,_ � oo 'oE `oo Ma m� ` �c ° a°i�" P o� � � O N 2a � rn�� a� dc c-o a o8� �� �a oa 2„ 0° `mE no m`o ��"' r r�a = aov `om ou` � 0. = j C 1] Y O O O dJ N.D� A �� °' 2 D C �O 6 OI C N N N d � '_ .�� U � m P C C N-O p C« O._ OQ � N N= � N > GL �` EJ. 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JoD Tmss Truss Type Qry Py E61]1896 EA-98"!20 SPEC � � _ ,. ORUERS , , Job Reference o tional ' NVFHomes,X T250sAVg252011M�7ekintlustrizs.lnc. WedOCl1273:03:302011 Page1 I03U RKSHtqxiLVFO_?_o3Ka W A�3J-aSWSseGV 1 g�7gOn4vdFMPZbG9NNKsbPnotSFyll9oR 8114 }10< 3 11 0.11A ]-00-0 41J . Snle=1:14] 3 < 46 i 5.00 12 6 2 � ' �° 3x6 II 5 4x6= 3n0= ]-IP4 }�p-0 PlaleOHsets(XY): 20-0-0043 2D4-60-5-9 3:0-2450-2-0 LOADING(p5Q SPACING 2-0-0 C51 OEFL in (loc) I/de�l IJd PLATES GRIP TCLL Z3.� PlatesJncrease 7.15 TC 021 VeA(LL) -0.00 2-5 >999 360 MT20 197/144 (GmundSnow=30.0) Lumberincrease 1.15 8C 026 Ved(TL) -0.Ot 2-5 >999 240 TCDL ���� Rep Stress Incr YES WB 0.00 Hoa(TL) 0.00 5 Na nla �CLL 0.0 ' Code IRC2D09/iP12007 (MaUix) Wind(LL) 0.�0 2-5 >999 24� Weich�:tfi Ib PT=5% eCOL 10.0 l.l1MBER BRAGING ' TOP CHORD 2 X 4 SYP No2 TOP CHORD Shucturai wood s�eathing directiy applled or 3-10-0 oc pudlns. BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling directly appiied or 10-0-0 oc bracin9. OTHERS 2 X 4 SPF SWd MiTek recommends that Stabilizers and required cross bacmg WEDGE be installed during Wss erection,in accordance wilh Stabilizer LefC 2 X 4 SPF Stud I Iali C n a �de REAC710N5 (Ib/size) 2=201/0.3-8 (min.0-1A),5=138/0.1-8 (min.0-1-8) Max Hoa2=114(lC 9) Max Uplif�2=108(LC 9),.5=-81(LC 9) Max Grav2=237(LC t4),5='169(lC 74) FORCES (Ib)-MazimumCOmpressioNMaximumTension TOP CHORD. L2=0/9,2-6=-109/0,3-6=3612,3�=710,3-5=1201128 BOT CHORD 2-5=44/50 . , JOINTSTRESSINDEX 2=035,2=0.71,3=0.37and5=0.52 - `\i�;'.�i:il.'I!I?�1- NOTES (1415) / , 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opst h=25ft;Cat II;Exp B;endosed;MWFRS(low-rise)gable entl zone and GC �;\��� ST �' Fa1enor(2)zone;cantilever lefl and right exposed;C-C for members and forres&MWFRS tor reactions shown;Lumber DOL=1.60 `\t:`l-`�P'. �r!'�.��jl plafegriPDOL=1.60 '� ��' .•;'j�s,�C%Q�"`' �f'% 2)TCLL[ASCE 7-05;Pg=30.0 psf(9round snow);Ps=23.1 psf(mof snow);Category II;Eep B;Partialty Fxp.;C1=1.7 ` �` •,�� <<.�-, ,� � 3)Roof design snow load has been reduced to acwunt for slope. _ � 4)Unbalanced snow loads have been considered for lhis des'yn. - •� ° 5)This huss has been designed(or grealer of min mof live load of 16.0 psf or 1.00 limes fla�mot load of 23.1 psf on overhangs ` c .. ��i.:��=�j�;�2�5 t � � nomconcunent with other live loads. ' ' ^ j i�'.��-'-'`` ' << � 6)This truss has been designed for basic loatl combinalions,which Include cases with reductiore for multiple concurrenl live loads. i�•�,� '. ' (J � 7)This Wss has been designed for a 10.0 psf botlom chord live load nonconwrtent with any other live loads. y � '•,�; ;�.r;.�::•� � � B)'This Wss has been designed for a live load of 20.Opsf on lhe bottom chord in ali areas where a reclan9'e 36-0 tall6y 2-0-0 wide +r ._�:��' � .�� will fd behxeen the bottom chord ard any oNer members. 9)Bearing at joinl(s)5 mnsiders paallel to grain value using ANSIlTPI 1 angle lo grain fortnula. Buliding designer should veriNcapacity �. � - ��1� ` , ofbearing suAace. . ��+ �.-�••"---' �l t' 10)Pmvide mechanical conneclion(by others)of Wss lo bearing plate al joint(s)5. - 11)Pmvide mechanical mnnection @y oNers)of Wss to bearin9 plafe wpable of withstantlin9 70816 uplifl aljoint 2 antl 81 Ib uplift at joint 5. 12)This Wss is designed in accordance wi�h Ihe 20091ntema�onal Residenflal Code sections R502.11.1 and R802.102 and i EB 0 2 2�t2 ConSfi(R�@RFF(��'�ard M'S1/TPI 1. � I WARMNG-VenjydeaagnpuramefsrsandREADNO]'P.SONTIIISAN➢IhLI.[ID&DMITEP.REFERENCEP/�GEMII��Oi3HEFO.3EfI58. �$1ENGINEFAIN��� !. ■i1 O t1 � OesignvaliaforoseonryWihMrtekconneclors.IDh'duignisbvsatlonlyuponporometerssM1Own.andbforan'mdrviCualSUiltlingcomponenl. � . ....._"'__"__"`____..........r.��..,.,�ro��k rP.roruiGtitv of b ldlrq tlev9r�er-not Ws tlev9r�er.6vcin9 shown — r. . . , �19 � � .t - .. ___ � . a � � = � E � � � O. o`„_`o m E ° � o d ��os-' ` `� dmm a�d � cM ma � o n ��' r=' o `o um r t y � 3 I /� d aiN ctE � „ �m r c °-�' ? o `o �U m . � ^a' °'� ° 5 � � c op £ � � E� 'm�',`_' 02 � 3 � t o. _v . `o _ ati oo E� d �-°> � m °z t r oV ; o � . 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M�.p� Ww d v � wF �� � t -o'�o. p�ll� c � ,b n � u" . W oG O p No.:� a rn "' = z� U O. w�i'i'M � �/+!y U QD aN ~ K �ZP Y 4a �nZLL �w � N �P�� � � � PIJ JW mm Q W VO � O?IOH�d01 � O�s ?z � U ,.��,�w�n � 1 WPZp. � m a L ` OS C C "' U p� O � N O �� � � � C �� � �U O � N m N C N J �n O C� O� C � OJ � „ m � � � ou�� N c.4a a� z-oo � 2 om . z � ca� o� �`_o � �aO`o o �o � ° � ° oo Eaa� �-O.'_+ N �n Y } N C n N �n C O C� O O�... 00 C j NO � O�'NO OlE � COm CV CSn�. Q ��oC . �-a o0 6 � . 'g ca�a� ,°fl'�"' 3 �`00 � ? °��`oo � o�= m o a� o E u o a� � o a= � �- � a� o�--.0 �.�� . Z a�ao � � ° �o`u`o a�i�° o ao `o o ���a w-000m m � � a� c °-' a�i °-'a � � °'o. � a�iSoQ Z ��� `ouom uom"�u� � O ° �-OO?' `o' ` 9°a ° -° E ° a�is O oca�a oo �s a�o� o °� � � � a� x° ° E� u °„ am�„"o� Q. �° c�° _� 3 haa �� m-o NN-" NN > � � �'- 0tC C � � � � � N` � Qa Q� m '^�SC � � �SpN U OXjUa QOON mU �60--6p0 a Uoo¢ o °a `o ° -o '^ QO _ a a�-o� a� � o� a�o u °-�u� a� a�-° � °om� /I Z � � '� O' N * 0U Ov �'30L � T�� "6 �O � � C�U�OaN 0 �� � U� � .� O:t C N � � _ O '00 Z � .. �UcO�� �U a Q - c a V v o �.m�� °�= c P U " ° a (� o`o`om.°-OOc - � L � w �.wi '�„ m 1\A \\\ OZ��m� cU W I � � O N �/ � M \ � y .. � a �� . d� F /\ � V'� \ Z a � � o� a yu "\ A a[ «r- o: .. � � J � !_ V Q �\ N.-. a Q w 9 '" m�n � m ca nm , i , , :, JoE Truss TmssType aH � E6171895 i � ORDERS FA�98"!'I9 SGS ,IObReference o tionai '250 s Aug 25 2011 M1ek Intlustries,�na W ed Ocl 12 13:0329 2011 Page 2 NVRHomes,X . ID:3URKSHtqxLvFO_?_o3KaWzj73J-VmXw96rO5Cvp6K5CNNO0i9tkislzeo3R173KwpyU9o5 � . NOTES (13-14) 11)This[russ is designed in accordance wilh Ihe 20091Nema[ional Residenfial Code seciions R502.t 1.1 and R802.102 and referenced standard ANSUTPI 1. ip)"Semi-rigid pitchbreaks wilh fxed heels'Membenend fixity model was used in tha anatysis and design oi Nis truss. 13)Designs checked for ASCE 7-05 vrind ai 120 mph,wind reactions x 0.56 wll adjusl wind load reacfion fo a speed of 90 mph(0.69 for 100 mph and 0.84 for 710 mph).All othercoefficients remain Ihe same as shown. 14)SPF No2 and SYP No.��n be su6stiNted for SPF SWd Grade material(Roof Wsses only). LOAD CASE(5) Sfandard ' I ENGINEEAING BT I I A Mpp�y(ryG-perifY dedon P°�°me:ere a+d.YEAD NOTES ON lHIS AND INCLIIDSO IdI'fEF�EFEFEI.CF'ProG2 MI:.i f�3 BEfY1.iE USE. ����//��� A bS ot Cm�dmp tlesigrier not hoss de9B�ac Bmong zhown �� tls� pevgn w4d fw usa only vnth MIIek corv�eciors.o d���n of com�ponenf e respow�e�shown,ond'a br on Intllritloal b��ding componan. q Mrtex nhi�ia�e woP��wb�M o!��!9n Po!amefers aM P�T..PP+o. ,...N naditioriol temPmQY vadn9 ro'ussvre nobPM tl�xlnBwonsin�cnlo^n1itlo�e r�eaad I�ol ihe _ . , cn � �-. _ O- '' - _ . _ � __ . __ � i � � � Q- - O„o `m � �c o a � n.'s- `o_ a3 � �` m .:m ° a'� . rnro � � � �� £� o_` `o um s v °__ � omm 6i.t._ c � co m -o m m a o o ° m � . -o m � v �N �o�mw o`2 S.c `o o � ' a° a�`u °' . ° a �d o o' m c�io ;°p 3 � � �N N O O .C'O �O D U,O `p_ O O O'N O �` 'O C Ni 'O O. = � t O U y � � � � �' �� ���,_ o u �a o°� °m a n a �.o D o 0 0 � E o r a � � ➢ 3 a �x o °��' c U � ^� °� a� � ° om - `oo= �� c� om `om` om `oc � `oo � o m o � n� -°o � • � - nm > mn a c �.3F az on � � � o � a -� °i„ a n � au c"d. a a � � o °m-O °�d �o m °'n °o� 2 a r, �„L °°° a� °�..o ° °��' ��= a o� m `o �° o o ° °' o p� � — -Og �o � m a p m� ° oz �>- � ° m2 oo`u �c °' a�' ° n` � m m „ EE �-3 0 Od U e mo °�-aoD -° a n° . r y°p� n� .o� om oam o� m �� o-d £ n m m`o` a�.� c �Ei 3. � °pj v� `o�o �mo 2Q�o O1 oY� �3a ��o �a °�-°'o on �o p�� oa o �� � �nm -oa � � ��- 4'- Oiu D c LN O o U2` 00 �B°. �� U�00 `b� 0O M'O N� C �W .O _00 N ` N Q O ou- _� ���a sa oa�Oi a °m�'� 25 °° `ov 2�-O mE na �o '�� r -`m t oo`m om c'.-m � O L On �EO�"O -p '^ OU` P CNN �C N'O C�` C�.-O OC OO' .O� QO) C N Ndl� O VU � � O � m a � m o m� �� r o n. d w . d N m °`o °m ti E N� d m c a m w > t_r�� �� �� o cN �o � � a�v m` 'E°� �E � °1 � �m �� m c oc � .d O °� O y o_ 'u 3„ o- ov`c_ � �' mo „� mx °�d a��O v= fi� 80 0 0 �a °' t�� ��o .00 o�v xo o . E o o td a` �=`o ° m� 'o o c o- o �^� �^ � � � -orn �m>'u a�" 9mr E moo °�� oo vt n�n-„�� aaai �aa�Oi o`rn °o `u c'�o Dc °' Em o?'= �� � `a -o > o �>�� o u.-' rnm '""; o� o �1.°�� t � E��� m > o m�.� u N o- � 7 v `_ oo .� o om_ � o� °u � m °-'o °-' EnE �' � �=�u �'B o c `oo _ o0 3�a �� � � ¢v �3En` z„ a-oo U �oo or �r �,� U �° da 3�a on �° o` u °° � ���o �>-oo � ci oi v �n ,a . � ❑ o = � m n � m"z ri m m ° � _ ri o » �6 �� �Q - ^ ^ ^ °� o � N abOHJ d01 - .o � T s-r� �n Z c w � a m e � X� `� a•� U UO � . W � _ N N t'l 9'EA1 �� Z L n H+. c� �D U.Q O � °n 4`� �o w.� � � = � 3 c w Z W Q �. � „ °i m W� Q � v C A o] �3 r �, �y"� �w m v N d � v 48P � a � U� w= � � � ~ F � �o ,,, o W a LL J a o. � � a a �' � m = � � �n u, U �U' , �i - ¢ �v �o �o g '.�.� 4 �d `w 63m a � � � =Z � � ha � N JA � Wu i� . � � Z� W O ^ ���.. . N2 czi.i � �¢ rc y we w � ow arc U G ^ N o- °' � �u °' � a mm �N W W .. t`�(`l.a� Ww W � � Z� 3w ° t 'D`�'a 3 q � ,� �^ ,t a u c9 u o k � o ��.�i°�w cy n� � rn � u S 2� U O. w�'i M w '� . . a0 aw " K �-YZV s '�m v�Z�i Ow 7 �n �P�� �.�. B-IJ Q � Q O � �-�W �m W � abOH�d01 W OQ�F �z � U �.�i�w,� d waZo. � � m >` L ` O C C � � �� ' � . a� U �` O � O , � O C O � C ] . p U C � � N � N J m O C� �p.�C j � `. O � Na o . � `ou�� . c.o.o a� Z-ou �.� `om Z. � _� �L O a �D � ' �aC.O� o U 6 A � N O O O �b 0 �a�� sm Y sa� c � N „' c � oc-- O om�oa� �� m`o F °-� o �.� � �am �U � oo F�' ' 6C� 00 CQ�_ Ocw - 30� ` O � m�2n_ O a N O� 6 E U O N c O�-p�O N -�'U C�= � � O�.�U'N�� . � NCO�- C o . a`o o m�° ° >�� � C.4 .�U-�006 �� � pNC� N � N°` V' CNp_ � N ��06 Z VON �UOm�nU o Q Oa�>,. . . O� � O-O O E 'V �" o TN� � U•- N ��O C�U� � a'G Q- ` 4 O _ O NL S]L N-6 O O U Q3 O � N,� C � N� O aU O.` a �`�` i- _O.-.� 0 �S N OOLp� Z c � �o--o vm m a� � > y NE ,; o> c£ � c e ��� 3 ��-ooa`co Q U`ooQO `d `o� -o � s� � 'v a�`a�� � a°� a� u° °o-�-o �"-° E ° °3 . ? ZO �� I�- LLam * m � mc ��30` .�U' .. �°-no.� aam � .� �—°U��� � �_. _ O ao z � . c �� �Ucm° o�� � g -v o �- U a om °no-o'= � 0 U � o `o � �° ° ° °'�5�5^- 0 ' O � I � pm N �' m � OZa�m(� CU . � o y � � } Q 'r' 0 3 u'.. X � Z �a .. a � dy°, Q � � Q �= m� 4 -Q' m c.? ��U p�y Ply E61"l1895 Job Truss Tr�ssType ., �9g��y SCIS � JobRefuence o lional ORDERS 7,p50 s Aog 25 2011 MiTek IndusVies,Inc. WeC Oc�1213:0329 2011 Page 1 NVR Homes,% 103URKSHIQULVFO_?_o3KaWy�?,-0 mXwg6rO5Cvp6K5CNNO0i9�kislzeo3R1�3KwpYU9o5 &58 �}�{' }gt0 N }&10 4-&16 4&14 11> }&10 Scale=1:50.3 4z6 Q 5 12 13 10.00 12 ��� 3x6 Q 6 6 Sx6�� Sx6// �p � 3 6x0� 8 q 9 �o n � �� 3.4 II �z 3z6 II ' S00 t2 6rB II 6xe II �}Z_6 1611A }&10 &� E-&14 3&10 }&10 Plate Oflsets : 204-9 0-0-11 . 8:0-2-9 0-041 . � PLATES GRIP C51 DEFL m Qoc) I/defl Ud MT20 �9���44 LOADING(Os� SPAGING Z-0-0 TC 047 Ved(LL) -0.0510-71 >999 360 TCLL 2��5 Plaleslnaease ��15 BC 0.40 Vert(TL) -0.1310-t1 >999 Z4� (GroundSnow=30.0) Lumberincrease ���5 WB 0.36 Hoa(fL) 0.12 8 nla Na TCDL ���� RepS[resslna YES Wind(LL) O.D510-71 >998 24� �^leighl:981b FT=5°h BCLL ��� ' Code IRC2009(TPI2007 (Matrix) BCDL ���� g(Zp,CING - LUMBER TOP CHORD SWctural wood sheaNin9 directly applied or 4-9-6 oc purlins. TOP CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling direclly applied or 70-0-0oc bracing. 60T CHORD 2 X 4 SYP No2 MiTek recommends IhalStabilizers and required cross brecing W EBS 2 X 4 SPF Slud be irelalled during Wss erection,in aaordance wiN Stabilizer SLIDER Left 2 X b SYP No2 2-7-3,Righl 2 X 8 SYP No2 2-7-3 insiallalion uide. REP.CT10N5 (Ib/size) 8=601/0-3-8 (m�n.0-1-8),2=65910-3-8 (min.0-7-8) ' Max Horz2=323(LC 8) Max Uplifle=792(LC 10),2=z63(LC 9) Maz Gravb=690(LC 2),z'�60(LC 2) FORCES (Ib)-Maeimum Compression/Maximum Tension TOP CHORD 1�8%3.272/345 64/354.3-4=1186/382.4-12=-972YL34.5-12=-882252.5-13=893/285,6-13=-9731267,6-7=1t96 BOTCHORD 5-10=16V827,4-11-0/143 619=0I143,q80o2867297,b-OOSt79/336 W EBS , JOINTSTRESSINDEX 5-0.40,fi=0.50,7=0.00,8=�.55,8=D.46,9=0.26,10=039and11=026 \\\\;\;'c':.''.'`�r'i�� 4=0.50. \��`� S�I�-"�'i'. �% 2=0.55,2=0.46,3=0.00, : , i� � \. �:.....,_ `��. vr NOTES (13-14) � � , � `"t'�' ' , '- 1)Wind:ASCE 7-05;12Dmph;TCDL=6.Opsf,BCDL=6.Opsf;h=25f4 Cat.II;Ezp B;enclosed;MW FRS(low-rise gable end znne and C-C J �_ ` Extenor(2)zone;can[ilever leR and nght exposed C-C for members and forces&MWFRS For reactions shown;Lumber DOL=7.60 i Y�,��9 < ' plale 9rip DOl=�.60 `� ; nla.c0904'�285 : � ;_ 2)TCLIL ASCE 7-05;Pg=30.0 psf(9round snow);Ps-215 psf(ioof snow);Category II;Exp 61 Partially Eep_�CI=7.7 ` � Av. .�F j L,� �� 3)Roof design snow load has been 2duced 10 accountfor slope. �... :� „ . Z` 4)Unbalanced snow loads have been considered for this design. :�i� �•, ''1/ '`n , (� ti 5)This Wss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 23.1 pst on overhangs ? non-mncurtenlwi[h ether live loads. �_,. � ,� 6)This truss has been designed(or basic load com6inations,which include wses wiN reduclions for mul[iple concurrent live loads. •�i;'`-!..�"�:, ` 7)This Wss has been Lesigned for a 70.0 psf botlom chofd live load nomm�curteN witkany other live loads. r�__J- _��� 8)'This tmss has heen designed for a live load of 20.Opsf on the bottom choN in all areas where a rectangle 3-6-0 tall by 2-0-0 widg,,. .j,.-ct � i�•. ( �f� ,,rip fit beM�een lhe bottom chord and any oNer members. � 9)Bearing at joint(s)8,2 considers pa211e1 to graln value usin9ANSUiPI i,angle to grain fortnula. Buildin9 designer should ven capaci[y of bearing surface. late capa6le of withs[anding 1B2�b uplitt at joinl 8 and 263 16 uplift at ' 10)Pmvide mechaniwl conneclion(by others)of truss to bearing p � � ���� joint 2. �-�� Continued on page 2 . . I �ENGMEERIN��� I A W��'9��d�Sn Pa�ome(ers and REA➢M1TE5 ON tM5 AND INCLUD£➢MIT"Etf k�FEREM'�PAGfi ditl�4'13 BETOFE�E. � ....^__. ameters sM1aM�.a^G u for an"vxII+�d�al bu��e comporzn�. DevBn vofiE�a�se mM1'vriM Nu1ek co�v�ec�as.11m tlesBn'n bosetl oM'�P',^r� rulbAily oi W�dm9 tlev9r�er-n�t h�s tlev9ns.&aan9 o,�lt�e n Miiek Mii'ia�e ..,.wnF+Smi oi desgn paometers ontl proPa�✓��°��°��°T����o insvre stobwty du�g ronsfi�+chon'¢t�e respore'a1�M n . _. _ ..e..� �rManca rea��9 -_ � . � Qi � v - �- :� � . . � � v = ' ' „ � E o m v o m �Eo 'y , v . � m` m� m.� � c�o m �o 03 � Ol 0 N m C C �C U � .O� t � O � O U 41 L ry Q C L'- d C O m $ ¢r�°� � v vmi c�w D� D d O C U j U p = U � O N �c � ¢ C U C O C r W �n . �-a '�uo 02 n'3 t �� °' � `oc ati oo E� w j � 0J ° t r aU 30 3 f� 0 L�` N�0 �aF ou t�. m° °m n� vo �o 0o DE �or $ �€ n 3 ° '� u m � . � rQ �o » o � c� >-_ a °d _ p� c" o« ' m � m` o � c V � ° nd.m md oa .c `ooa n� o�� �: o `m ac � o � o o �� a �/'� 'U � 2i _o`oo �? a° ° �vt .°< ° ° c > �p �c o 'o mr � �q n a � ac ooai $ � -' �3 �oEa�Oi o� vn � ?�z '^= �o �'O c�O �o `� m� a oc m ° � ° o .ec o � 0 = cmo o'D'oD o'� �°° _ " m�T � 3 N� am u°°� o O1 a`w yc o-d t n y `m `o rn.m o L �.7 Q �`'_ .o.ioc mD 2�� a ocn �30 �� `a� °- co mn a a� m E nt � � . (� 3 a, a c � u °�°' o a £ €„ m_ v � mai m d °' O N �° DC�o D5 �„° v �=o �'o o�iy� a a uoa oE `oo a°�o� oo `o E`m '�' '`oaw Dai � o � - o ^ m�� ^� d� cv o2- �c oo. °'0 2 ° �� �` � c �- ; '"w o 'o £ °'_ n, — fL - � c n ro `ood � v � �_ �_ ov •_ �o dE Do 0 0 2.� u m�o � �m W � p` °'c �an� mo� v� y C onv vm °'m 2p `o?p o.E Nv° °m m °' '" °m > °.' mn �p oU IP! 0 po` c � @r d�`m od° °� mEm E� �u �m c °_o � m �o 'm °c oc a 'tm om �,= \✓ � Qa o� 'a�rn m`o u �c E omo ro rm n° o.�o � o �� �9 0� c o0 0 o`am o.o� �o � 6 `orn � m >u �Y aarr E anioo ��� oo m� w`�� n� ' a.d -oc t ° o � o � � ��oi av� �b � a a <a �3Ea z� a-oo U a.�o or �t � �' oao `o� Eo�m no od c �n �o o°a�i � a� mC � p ~ � U� u a c ?c n o a `o � o o n � >'6 '>'o � . . � � � �O ^ m w � oi m O U 00 C jN `Q KO� NZ ��-��� .-. - Oi ^ vj d � ❑Q - � O �_ N aaoH�doi -- c v sy� �n w � w > N � °' � �� H � N N �'� 'S � . Y� W c � Uw � � .� 0 � 9tM �r Z t � . � �` 'a UQ Q OI O ' `N c`p WLL � K n . �/,/p°� � � �Z Z Q �i ' yI � ^ hC �N w� T m Q � � � 3 u� v N � w � ��� U m O �a w J a a � � a ¢ 4 m � in w U m� W r5 � v � � � � �a � •(�'�' D � O 3 p =z , W O ';'� " `V ��- � am��� `� S CZm k ^ �� oe y w.� w � � p� � � d m v[�^ �n Q N�. �\ �� p=�a � � � O m � w°vi w N Mc��o�O WW v . `r �' ' w� 3 w � .-. .o�n a 3� ar � � = � � U' w �G O p` �°'� 0 II� c U � wS Z� U p_ W�,jwn' d m �j zi"' Qy �-. N .vZ� w a Q�r N V o! .- V y � &IJ ��w Km � W �PtA� h_d- � V O O2JOH�d01 � OQ� �Z � U ���N � i - wwZc a L 2 N m „X� C� ��'U m O N p o � `p -O� Q C w. C � � C \ � U= O O.Q �D c j � j 0 � � �c�£ � 0� m= N °-`oo� �O5 � Z'O� �� ° c pc�'-La� -pO �° La�i � o oa�i� m ° m ° 80 �aa� � °o��°� �� �o � � o-mp � ��� `m �`om �U � oo ¢ � u- -0 4 ° o � . � � °� � o �- Lou` o '^ m_=� F O- N00 OE UON CQ� N �'Uw 3U-O � � C.�'- ` O y D � 4 Q . e O-O C E 0 p�-'_ N O•- W p' NE �.� �ri � � O � �C �-OO T� � OjC9 U_OOp � � � K aNOC� N ' _< ` � � O. ' N � Oa Z � OUOp) 'UOm�nUf O � ° � a� °d '- 9° 0 `0 o Eo �°' � �rm o � ° m a3o`cu`o ' Z � m a�a�- " m a�i a°' a�i �°« � �"'`o� Q ���°� ��3 "'-o.a � ° °>a a Pw, Y C . O N�t C C d C 0 a m� Eac o o� 5 � � c ��o� Q `o�� u ooa� o�°1pn-o � o U`oo -., Z QO �_ °nm ; m� av s3oL � :oTaa an�o� o �ao °oma � ^\ � c� c U' Sno= cha� � c°U��aa� i=- _ � � o Z � o o� o o� - p OI U V �� o � U a.oavi.m�,o�= � O ^ I I � O � � � � � � > >6 O -' � v r� '�' m OZaOm(� �U � Q 1 �! 3 W x Q Z `n._ �- � ?,a � °��- ° Q �- � � '- m� < y J Q � � � 9 '� ¢��n m c ? tiU , � 4 �h, p�y E611i89a TN55 TNSST�C ' Job t � EA�98]tB SCIS Jobfteference o lional ORDERS "I250 s Aug 25 2D11 MiTek IndusVies,Inc. Wed Oct'1213:0328 201� Page 2 � - � ID:3URKSHIqxiLvFO_7_o3KaWzj?3.�-1azY�npOhunyUAWOpft9AxIQ7SN°LSIoWmOMyU9oT NVR Homes,X NOTES (13-14) of 90 mph(0.W for 100 mph and 0.84 for 710 mph).NI 71)This truss is designed in aaordance vr�N ihe 20091ntemational Residential Code sedions R502.71.1 and R002.1Q2 and referenced slandard ANS wind reaclions x 0.56 wlll adjust vdnd load reac5on to a speed 12)^Semi-rigid pitchbreaks wiN fixed heels"Member end fixiry model was used�n Ihe analysis and design of fhts ss. 13�o�y9co ffcenls rema n�he samelas show0 mph, 74)SPF No2 and SYP No.3 can be substituted for SPF Stud Grade material(Roof trusses only). LOAD GASE(5)Standard � . �E�E�N��� M HE4D IfJTES OA"THIS AND tFi'W�ED dET:R REiERE.�CE PeGB MII�]/�3 BEfil?.e,t15E I I n µ�qpTp�vc�veriJy dcs�g^n^^°'^`�"'° n ameters slwwn,arW¢tw on indr+dual buldi�c�P�en�l.� � t1 h basetl onty�po �� �sibN of bultling desiqner�rwi tvis tlesg� p Miiek Atllllela Desg�� Ild iw use only o M�a tl p�o��i mry�ion oi romponenfm respo �' nnn6cobTiv o(dezign por � ��N.Addibml tampomrY brocing to insv���biaN d��^�o9e��9�tlance 9��ddig P^me 91B Sountlsda Roatl -'—__ �. Cr7 � � � T � __ e`- � � � � = � j � Q_ o`�"� o `m o . °c o Bi „ n� � m . 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(� Ci n v vi �o i. � a ° N � P U � a � � mn tta•_ o¢ � h f ^ � O � H - OL'OH�d01 a r v r» �n Gi � w � � o d � N � � Gy n� U Y O � U u"i � � � s � �{ M 9-CM � Z t n '� C O � �Q � � �n \� 3 � �� 0 — � /'� w ¢ . 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F- . Q a Q � �� a U C �O � �U � Q �° O D �J V� Nm'o-pa C . O ^ 00 w C ((�� 'O d � � > >� O � J I f � a rv � m � cZd�°��=U � oo N � � o m � a - 43 � y< . �¢ z "^ °` w � �a a d « � CE' Q W � = m� a "' m� -� `° �¢ �m 1 Tmss Type Q�Y Ply E6171894 JDb TlV55 ' . � �4871B SCIS Job Reterence o lional OR�ERS )250 s Aug 25 20t1 M7ek Intlustries,Ina Wed Oct 1213:0328 2011 Page t NVRHomes,X ' - ID:3URKSHiqxiLvFO_?_o3KaWZjP3J-1azYT qOhunyUAW'�pft9N�KZ?SN���oUJmOMyU9oT 132-6 1&11-0 0.11 3-9-10 &&8 3-&1� 11-0 4-&14 4-&14 �1J 1bID Scale=L503 4x6�� 5 14. 1'S 10.00 12 3x6�i 3x6�� 6 4 Sz6 O SU�i tt 7 3 fix8� 10 � �Z 3x4 II e �� � 1� 3xa II 5 DO 12 6xe I I fix8 II 112L 1611A 3&10 8.�8 6-�1Q 9-&10 }&10 4-&14 P�ate Offsets X V: 2:0-2-9,0-0-11 8:0-2-9 0-0-i i p�p,TES GRIP LOA�ING(psQ SPACING 2-60 G51 OEFL 'm {1oc) lldefl Ud TCLL 2��5 plates Increase 1.15 TC OA7 Vert(LL) -0.OS 11-12 >9BB 360 MT20 �9���� BC 0.4� Vert(TL) -0.7311-12 >999 240 (GmundSnow=30.0) �umberincrease �.�5 WB 0.35 Horz(TL) 0.12 8 n/a nla TCDL �Q�� Rep�Stressincr YES WindLL OA511-12 >09g 24� Weight:10016 FT=b� BCLL �� � Code IRC2009lTPI2007 (Malnx) ( � BCDL ���4 gRqCING LUMBER TOP CHORD Struc[ural wood shea�hing directly applied or 4-9-5 oc pudins. TOP CHORD 2 X 4 SYP No2 BOT CHORD Ri9id ceiling dlrectly applied or t0-0-0 oc bracing. 80T CHORD 2 X 4 SYP No2 MiTek recommends Nal S[abilizers and required cross bracing W EBS 2 X 4 SPF Stud be installed during Uuss erection,in a�ordance with Stabilizer SLIUER LeftZX85YPNO22-73,Right2X8SYPNo22-7-3 Installation uide. REACTIONS (Ib/size) 2=657/03-H (min.0-FB),8=b5710-3-e (min.0-1-8� � Mas Horz2=322(LC 7) Max Uplift2=-262(LC 9),8=262(LC 10) Maz Grav2=758(LC Z),b=758(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0l3,&3=-1260/357,3-0=11871380,4-13=9fi7/22Q 5-13=-887/247.5-14=-8871282.64 4=-96 712 64.6-7>118 . 7-8=t260/329,e-9=0/3 BOTCHORD 5-11=157/820,4-�t2?0/143,6't0=0/143,451191369l297.6-7188969/327 W E85 JOINTSTRESSINDEX 7=0.00,8=0.SS,S=0.46;10=026,71=039and12=026 \\,•�,��'i1'�.�•'�y��,� p=0S5.2=0.46,3=0.OQ�4=0.50,5=0.40.6=0.50, '�:��. ,\�\\ .'�.. ����i:'z-. :/. 1 �: NOTES (1344) �'� � �)W ind:ASCE 7-0S 120mph;TC�L=6.Opsf,BCDL=6.Opsf M1=25ft;CaL II;Esp B;enclosed;MW FRS(low-rise)9able end mne and C�''�,� t _.� ' `' Extedor(2)zone;cantilever left and right exposed,C-C for members and firces 8 MW FRS for reac�ions shown;W mber DOL 1 60 � �..�J plale 9rip DOL=7 60 = ` 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps-2�.5 psf(root snow):Category II;Exp B;Partialty Ezp.;Ct=1.7 y f` ' `n `/OGiJJ``Pj j �r,- � 3)Roof design snow load has been reduced to account for slope. ` ; �� ' I ^ 4)Unbalanced snw+loads have been wnsidered far[his design. t� • c r ..i Y L 5)This truss has been designed for 9reater of min roof live load of 16.O�psf or 7.00 times flat roof load of 23.1 psf on overhangs 4 � \, l non-concurrentwith otherliveAoads. �` �6)This Wss has�been desi9ned for basic load combinations;which include cases with reductions for mul!iple concurrent live loads � '�� _ k� g)TThis Wss has beeo de9igned for�ao e load of 20.Opsf onl the botlom cho d In all areas whehe all ectangle 3-6-0 tall by2-D-D wide ��'�� .�� i / will fit between the bottom chord and any other members. C 9)8earing at joiM(s)2,8 o�nsiders pa211e1 togrein value usifg PNSI(TPI 1 an91e to grain fortnula. Building designer should b n �.--�-' capadty of bearing surface. 10)Provide mechanical connection(by others)of huss lo beariny plate wPable of wi[hstanding 2621b uplift a�joinl2 and 26216 uplift at ��� � � �0�� - loint8. . . . - . . Continued on page 2 - ]F03 Bc'FORE USE. ENGINEERING BY�� ' - E.4ENCE P9GE MC' � WhRNfNG�Oerifg drsign p¢�a^LL°krs¢nd AEA➢�'�TSS OX THIS N!D I1lCLU➢ED HRTEAP.F3� 9 rt�^ valitl in ose anly wJ�MSCk connecbrs.ihis tlesign is based>nIV upon Pammeters iM1Own,ond'¢�a an intl'�itl�ol builtlin m ent � ' pesion ' Hon of componenf is�ezpowbili�y o(b ltll 9 tlesi���-�ot hUss desgnar.Bman9 sM1O"^i I ����k AXillale ApplimbliN of tlesign Pammete6 and proper inm�pom [in �o Invre#obliiy during conslruc9o�:aance reon��tg of the '.��nnlerot w000rl cl intliJhual�b members only.iANo�tln�vfine�re ow���M g�me bu}ang tle99nec iot 9ereml9��euiltlina Componenl Bt B SounCSide RoaC 1. �_ � ^}r � T N i � � � _ > � - . E . _ . . _ . Q. `o„o w` o �c o _ °'s a „ nr ! O m . Eo � , a . ..- d m� m „ c �a a� o 03 .hi. A m d °JrE a� �� t m E o� ` d .° v ° � °� � a °; a� I N N.-. � ._ U C C �O O.� O > � H P C L Q, � C W � ` �N � C U J, V `p ' � O N � C U C O O . �3% �n Q'N p„ 5 0 �`u 'a � C� `o o ry o 0 3- 3 �-o � u � � r .c._ m `o c °�ti a E t_ N � �.. v � bs.� � �m mo `o . ca �o u Q`p o- � o bm °p` a � ._ o o� � ` � � . ' m gq' Ia�, a" „� ca- ou � > � ma� n� m�`o o o- CE ar 4 � m n 3 a � � � c Af lJ J '^.9�i T O N N� O N ` O O_ �vi C U �.� ' O O d C�- O� � N 0 c .O� O O N > Q�d O.. c . 2 Z O d O N p��.- O C � �p 0 O � � p� , U 'O � a c ? i. v`o`o � >- m� �0 2DC� _-°< � o '� °�' D �� o � mr n od a a u ac o�m °u `p0 N- C'O �v '- Q m C°+ L 01" '-�p U� Q- N O � 00 � C U p� p O mo mo,m � o ° a`o a `o °¢ ��3 „ � m2 oo"u oca am `o n` � d d � � E � 3 ° . 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["JC�J.p� � 3W W �v. ,b n �\� � U' w o G O O N°'�°, a���� rn � u z� Q� o- aQi wvZ�? "�' � QO ' wrc U � ��n`:m Y FZ�. Ow � v� Pm v - BYJ �� �m p W � y�p a�JOHJdOl � Z�w �� O U K�K� � �¢� Uz i V wmZ� T L ? � � OLC C N C� �"_ U � ° o a�-° �° � �� . o�� o � x � �' .c n o-�.� oc-Q �`o�c � � i �- m � - a . a � o a� � � c o o �' Zo u �•- `o � Z c�'�»�- oo s`o N �a.00 o`ua 90 � 0 � E� m d C�S .L- N . Y . s UJ C �n t � C N > N 00 pC.�- �-, O.-. � O� C J N"'O d Q-N p m E . 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O 'O O Z C O O'^ �O p�U Um� pQ U U.� �.�-0�6° C p P O O � � � �O d'j�S 6 p � L_ I I U N N � � � C Z d�m.0�U � � D �n � O ` Q r� � 3 F x � Z N ^ �' d � Q V' t" � �� m� ' Q Q m CZ mv� � Q �m , ' � : p�y PIY E6171893 Jo0 Truis imssType 1 �AB��� COMN JobReterence o tio�+al ORDEftS y.p50 s Aug 25 20t 1 M7ek Intlusvies.�na '.N����Z�3:0321 20t1 Page 2 NVR Homes,X . 1�:%�^1YkFk008vlquobDfCcssbzDd-ZOPA6RqM'atSSOxqPyM�+dko�33aKA1L9ZqaDrxyU9oU NOTES (13-14) 71)This Wss is designed in accordance with the 2409�ntemational Residen6al Code sections R5�2.11.1 and R802.10.7and referenced standard ANSIfiPI t. 72)Girder carties tie-in spanis):31-11-0 from 0-0-0 to 1641-0 13)Designs checked for ASCE 7-05 wind al 120 mDh,vrind reaclions x�.56 will adjust wind load reaction lo a speed of 90 mph(0.69 for 100 mph and 0.84 for 110 mph). other coefficienis remain the same as s6own. 14)SPF No 2 and SYP No.3 can be substituted for SPF Stud Gade material(Roof trusses only). LOAD CASE(5) Slandard i)Snow Lumber Increase=7.15,Plate Increase=1.15 Uniform Loads(pIQ Vert 1-5=-634(F=b14).1'7=F3,3E=b3 - � pL�ENGMEEBINGBY�� ' LIITEK R�.iEREdC�PAGfi l�II-]Q3 6IIFClFE U"+£. IQH o � WARMNG-Venfytlui9nParnmele+sanERFaDNO'lFSDNTifI5A1�IATl.UDED . � vbll of boildi g designer nol M1vss tle9grec emcirg shown q miiak nRinate I Designvolitl�wvseonly�RnM�akconnectas�incoPaofionot�a*iP�e^1'�srespo���1y���ndsiwonin3rvitlualboldirgcomponen. qpplicablllry of tlezgn pommeters orid pmPar p�dn to Imvre slobifM doring coruMCtion's ihe rewonsibllliry of Ma e iw btemi vp�'1 of mdrvWOal web members oNy. Atldfiom�temporary 9 . . .,o��hvtlfn o�Me ovxW sM1�i�re¢ihe�esPo���m�Q a�lY Gderb.DSB-09 ond 861 e�Btl n8 G mponml EtlonbR NL 2 932 — + Vi — � � � � � � � � � Q = omo � E oc o d � n= O m . 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Q w a"' �a�n N I J L� C Q �[D . � Job T�uss Truss Type �b P�Y Efi111893 COMN � G ORDERS �'9B�» Job fteterence o lional L250 s Aug 25 2011 MiTek IMusl+ies,lna W etl Od 12 13:D327 2017 Page 1 �' NVR Homes,X ' � � � ID:XVJVkFk00dvlCluobDfGcssvzDtl-ZOPAGRq��SsOxqFyMwtlko�33aKAIL9Z9aDmyU9oU 12-]-3 iG11-0 ]40 b313 �$B it-01 d-313 11�4 4}13 4441 ' Scale=1:51.3 Sx]\ 3 12 m.00 i2 n 3x8�/ 3x8� 4 2 5 1 6 �q 0 � g 8 � 6xB II 10 Cx6= 6xe II qx�Z II Bxe= 4x12 II 12-]-3 i6-11A 0.3-13 d�8 y141 <.}13 4313 PI t Oftse[s(XY): f1'Ed9e0-23 3:0.3-t462-8 S:Ed e0d-3 9:0-4-00-042 p�TES GRIP IOADING s C51 DEPL In (loc) I/defl L1d 19,���� (P � SPACING Z'�"� TC 0.36 Vert(LL) -0.C6 7-9 >999 360 MT20 TCIL Z��S plateslncrease 7J5 >99g 240 Ground Sno�r-30.0) 8C 0.60 VeA(TL) -0.15 7-9 ( 10.0 �umberinaease 1.15 Wg 0.95 Hoa(TL) 0.04 5 nla nla TCDL RepStresslna NO WindLL) 0.06 940 >999 2�� Wei9ht:2721b FT=b� BCLL 0�0 � Code IRC2009lTPI2007 (Matrix) ( BCDL �0�� BRACING LUMBER TOP CHORO SWCtural wood sheat�ing direcNy appfied or 4-10-6 oc pudins. TOP CHORD 2 X 4 SYP No.2 g0T CHORD Rigid ceilin9 directly applied or 10-0-0 oc b2cing. BO7CHORD 2X65YP�o.1D WEBS 39 ZX45YPdNo.3oPtSPFNo.2 _ - WEDGE LeR 2 X 4 SPF Stud,Right:2 X 4 SPF SWd REACTIONS QNsize) 5=5865103-8 (min.0-245),1=579310-3-8 (min.0-2-15) Max Hoa 1=253(LC 5) Max UpliftS---1080(LC 8),1=1026(LC 7) FORGES (Ib)-Mazimum CompressioNMaumum Tension TOP CHORD i-2=-6723/7205,2-11=4538/864,3 4 1=-04 7 21893.342=-038B1896.4-12=4538/867.4-5=-&715I1206.56=0/29 BOT CHORD 2-10=�72Y1890,3-9=1029/542s,4-7 -46512759.2-9=202fi 486.4-9=-20934�89 WEBS JOINT STRESS INDEX _ . t=0.94.1=0.00.2=0.94,3=0.82.4=0.94.5=0.94.5=0.00,7=0.40.8=0.99.9=072and10=0.40 "::.,1;:,;1';.��` NOTES (13-14) `\\�.\��� .-.r.i 4(F j��:j t)&ply[russ lo he wnnected to9ether wl�h 10d(0.120"x3")nails as follows: ``� �fi� : . :n. I. Top chords mnnecled as follows:2 X 4-1 mw at 0-9-0 oc. - - '� � i. \' .�'..�C'i c i���'- ':P � Boflom chords connected as follows:2 X 6-2 rovs at 0-6-0 oc. Lr ,-;t," c`�., ._ W ebs connected as fo'lows:2 X�4-1 row at 0-9-0 oc. 2)All loads are considered equally applied lo all plies,except R noted as iront(F)or back(B)face in lhe LOAD CASE(5)section.PI�[o?� t�� -` "- endosed;NM'PRS Qow-rise);canlilever left anSnghT� ' _ p C��Q'�'-t�` ' p�y connections have teen prwided lo disNbute only loads nofed as(F)or(B),unless oNerv+�se intlica:ed. . 1< � - ry, � , 3)W ind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf,h=25R;Cat Ii;Exp B; _ .�� r =y� : 4i ` exposed;Lumber DOL=1.60 plate 9rip OOL=1.60 _ • �T h'��' �-� '- 4)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=21.5 psf(roof snow);Ca�egory II;Fxp B:Partially Exp.;Ct=1.1 %�.�<,�. �`y:.i l.,��'-���..�- 5)Roof design snow load has been reduced to acwunl for slope. .�,;,y�,, ...„ ,. 1 6)Unbalanced snow loads have been considered For Nis design. ,. "J " 7)This truss has been designed for greater of min roof live load oF 76.0 psf or 1.00 times flat roof load of 23.7 psf on werhangs , %:!- ,/,. 1 S noo-concurten!with other I'rve loads. '��""'•'-`N �� :' , r 1%�� , e)Th i s w w h a s been desi gned for a 10.0 psf bottom chord live load nonconcurtent with any oNer Irve loads. . � 9)'This wss has been deslgned for a live load of 20.Opsf on N e b o tt o m c h o r d i n a l l a re a s w here a reclan gle 36-0 ia�l by 2-0-0 wide will fit beN+een the boHOm chortl and any other members. FEB O � L�IZ� . 10)Provide mechanical conneclion(by others)of Wss to bearing plate capable of withstanding 10801b uplAt atjoint 5 and 102616 up i ConWtiVNB6h Pa9e 2 � ENGINEEP�NGBT I A ppggRlG�VenIY�'n9^P°�°^'a[����'��7�OXTffi5AN11(NC:.�IDEDISITEAFSFEPSNCEPAGE:�-i9>3BE19P3OSE. ������ � . .__ 'r rp��grz yliown antl a fot an cd+duN W��B camP,onenl. I � Design wLtl for vsa only wiM NuTek comectors,ih'v tlesig�a ba��oN✓"�°.^P° q MTek Aflillale qpplicob��iry o(dev9r�paromalers and propar incaPOmfwn of componen�¢responsbTiy ot bvidvg tlez8^tt-nof trvv des8^a'�!�°°^9 �9^ '¢fa loteral wppwi oi mdividual vreb membcrs only.Atl�noml te��o��bifN ol tlie buEQngbtl vg��'B^e��9�^ce rega dnng ol tM1e . ... n,.-n ao _ _ .. , n.�a�ni�aeom000eM aieswna:meFoxa c� ------ � . � -�. 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VledOCtt213'032620t1 Page1 9 ' �VRHomes.X _ _ ID:3URKSHIOw1vF0_?_o3KaW�j73J-SCm25p79HXEFsMdiFrtNWPHkfHrRTtlLAqUUyU9oV 128E tG11�0. l-t �� <1-10 8�� d-T-t4 C-240 11�4 ti< n-aio °-2-14 scie=tstz bx6 J 5 R it 10.00 12 3x<O 3x4 J 6 4 3z4 Q 3x4/i � 3 8 �o � z 1 ip 4x6 II Oa4 II 3xB= 1fi-01-0 8-5-8 0-5R 0-5-6 PlateOffsels : Z:0'2'80-�-Z B'�-Z��o-� 2 � Ildefi L/d PIATES GRIP LOADING(Ps� SPACING 2-0-0 ' C51 DEFL �n (i°O) MTZO 1971144 TC 020 Vert(LL) -0.07 8-10 >999 360 TCLL z1�5 Platesincrease >?5 Ved(TL) -�.» 8'�Q '999 z4� (Gmund Snovr-30.0) Wmber Inuease t15 BC 0.44 WB 025 Horz(TL) 0.02 8 nla n/a Wei9ht:891b �=5% TCDL ���� RepSVesslnct YES Wind(LL) 0.02 2-�� '999 Z40 BCLL �� � Code IRC20091TP�2��� (Mairiz) oCDL. ��� BRACING liedorfi-0-0ocpudins. W MOER TOP CHORD Swctural wood sheathin9 directly app TOP CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling direcHy applied or 10-0-0 oc bradng. BOT CHORD 2 X4 SYP No.2 M7ek recommends Ihat Stabilizers and required cross b2�ng � 2 X 4 SPF Stud in accordance wiih Stabilizer W EBS be inslalled during Wss erection, SLIDER Left 2 X 4 SPF Stud 2-83,Right 2 X 4 SPF Stud 7.-&3 Installation uide. REAGTIONS (IWs¢e) 2=660/0.3-8 (min.0.7-8).8=660/0-3-B (min.0-1-8) MazHo22=308(LC7) M�uprnz=zei(�c s),a=-zsi(�c io) Max Grav2=760(LC 2),8=�60(LC 2) fORCES (Ib)-MaximumCompression/ManimumTension TOP CHORD �$�82BI296&990/25 �-�9�26.4-11=6411302.511=-5491320.5-12=-`.�9/320.6-12=-641/302.6-7=692/3 . BOT CHORD �70=�9/276.570=225f468,6-10=227276 WEBS ��1i:t:.;;.�:�i JOINT STRESS INDEX ��1 ' i(� p=0.85,2=0.48,3=0.00.4=026,5=028,6=02fi.7=0.00,8=0.85,8=0.48and10=0.64 \`\ F �T'�=,T , �:� �. '..:..`''; NOTES (12-73) B;enclosed;IvM'FRS(low-dse)9able end zone and G 4 ' `',._`'f 7)W ind:ASCE 7-05;720mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25fl;Cat II:ExP . � � ' I �e�o�(p)mne:wntilever left and right exposed;FC for members and forces&M`NFRS for reactions shown;Lumber DOL=7.60 V` i�'r l ', plate 9�P D0�=1.60 - ' 2)TCLL ASCE 7-05;Pg=30.0 psf(ground snow);Ps=21.5 psf(roof snow);Cate9ory II;6cp 6:Partially Exp.;Ch1.7 = t .�,�„t&`1 •' . _ : ��0.u:`. : « ::. 3)Roof design snow load has been reduced to accoun[for slope. -. :1 _ 4)Unbalanced snow loads have been considered For this design. _ 5)This W ss has been desi9ned for 9reater of min roof live load o(16.0 psf or 1.0�times flal roof load of 23.1 psf on overhangs l�:f ��;{:_i E.���^ `; iji!`,���l C' : nonconcurteniwith oNer live loads. ''i- `�� '�+ � :�:�`i�. ^�' �� 6)This iruss has been designed for basic load combinations,which include cases wit�reductions tor mWtiple concurtenl live loa s. y`I`,P�., 7)This trvss has been designed for a 10.0 psf bottom chord live load nonconcurten[with any other live loads. 'f_;.i//,. , ` 8)•This imss has been designed for a live load of 20.Opsf on Ne 6onom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r ���~_� will fit between Ne botlom chord and any other members. 9)Provide mechanical�nnecGOn(by others)of Wss to bearing p�ate capable of vrithstanding 26t Ib uplift atjoint 2 and 26116,ypliR�t _ S.n-..�.� � joinl8. 10)This Wss is desi9ned in acmrdance wiN Ne 2009 Inlemational Residenfial Code sections ft502.t 1.1 and R802.102 an F�B 0 2 2012 � referenced standar!ANSI/�PI 1. 77)'Semi-ri9id Pitchbreaks with fixed heels Member end futity model`�s used in the analysis and design of this ss. Confinued on page 2 ENGINEEXWG BY�� �pFAp NJTES ONTHIS AlID IACLINED MT���E��`PAGE Mll�i4�3 BfiiOAi JSE. ���� I AWpp}�;Hy.9erifYdesS^P°�'6^'�t"^°n � kPMillale meters and Proper mco�pa M1on of component e rezp°o�ryrersfabi�h tlurvi9 corruh�cfion u ihe esPOnsi�ilfiry5o�ihe DesiB��a�'tl r°�se only�ihµ�ak connxtors 0+'a tlesgn e bosad only opon pommeiers shown.a tl 6 for an iMrvitlual bo�irg componen. �a bterol wPP�of ir�Md�ol web memCeis oNy.Atld'Rwwl tempvory�o^a .. �k�.meroB ih�cNre¢he respowlHTN ol 11�e W��BG;�Q SB�89 cntl 8'61 8�d g(=CmpeMnt EdeMOn NC P932 � Q3 � � � _ � ... .... � � � - 0 . . 7 ' ' „ �L {2 U Om0 j a O � � N �� � �U p`� O 03 O m. . 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V � "o�� v:ag� m-o 2oc W �YD 30 EE ta onD oa £o o"� po `o E � > ? a' �� uo � 3 � n`s n� o�3 0° r°n o u=°' mOO d� °� pOO °� °° „D �= 3` " m° o oL° °' t � ° `m �� 0 � o� Eo�--° -oo mum � `onm m� m� �° o�p o.E o 'Q �y aQiO1 0 � � > msa o� F r � O „ p �na� o' u�y a�c .o m`o E� a�ix °' v o2D �a v� E`o ��� c o0 0 ood :=n.: ��� O y o o„ �„ p°'� °' � � m 'o o c �` °-a�i E ' � OC� O� �c �W d � U0- E ��c O� � � 4` ��D� QD 7aO 9c s0 � jp D � � m dN"U N� � 9.. m � E D�r d a�o c � oo �£ `m'�� rm y oo, u '`u uo c Ev o�� � j a oo �,-�o_oo >u >O10 E u°�p mm w= ^' 3 EnE du n-.o uu o� c oa -° aPm ma'" mt � - mo om- ' o"oo ms c.o c „ ora o�o Eom no °-' � � a a ��. .g�o _ pa Qv � 3E� Z„ a`-oo V a.__ o� �„ » Umu a� 3ca oa m� o oa °' c ° mcc mL o U o a � � � a � o� o¢ � Q r oi d vi �. m o. °_ _ � "� d �ri �o ai c� � - N aaoH�doi � r � s-.� � " � '" " � a "O � „� UH Y3 lj Y N � C �U �2 r L h !I\ � t7 9EM C Z O! n � � O �O 0 LL O K d�diY _ - . '+i♦ 3 � LL'Z Z Q � � C 3 U �>l U� W O m O C'l C� . e � � O Q K t- W � P P G � e O �= U �� m = ma i- M � � � � 4 c �° E �n w U �t� z a N ° � pm�` m � � 3 � �? a > �n� M � � � ag�F`v •� Z rc -� ��o � 0 �° �.�`,p.■`m (ryp� N O � 1� 'r Q � W b W 4 i�� OI _ �� Q �mi y . 2 m WH m . a h�.-.-e Ww� d � m v� W . ('l(7 b 1 � O Z� 31' � �ONP 0 II� C ;1 U w Q � K O�p. d OI � � � '� WS Zw U Q W[`)Z(`N� W � rc�- Q� t- N .v � ao � c� � �h�� v ��w �m Q w naw�o E ^ au m z�w �� O U �°�•- O210HJd01 �¢? V.z a U wmzo"�. rn a L ? OL.0 O U m N C,� p ap G Cj . O U O � � N C N � J m O C� CO.Q C J N � m m x � o . � ou�� . � o � m �o � g�. `oc � „�� � � �,o � � aa or. 3�a � ° o o `o �- Z C � 0�- Y N O . O p) � N N O�O N 'p'-L N D = v L C v N . `U p � � 'pm.toa� c5 m`o � .� `mEo omE .� 000� oN ��`a � o��a� oa'°i aE °uoa� � o�o�°� Eo `o � u�o � 'o � U�o� N Z -O � O . -0` ' �O O O ' �9 .c-6�O O N N W � C � UIE N� N C �� 0! C � CD Z �9- ' � ' O �v� V� �n � O.Np OT O_.` ] 0_O `p O Ep �Q 0 .OLN-O 00 �L 0.3� N0 �] t= O ��N 0.= NO L�.O -O ��n�- a`� N -. N-o C ��O p � '^ � �� x ° Ea� � °: N � . m Q �� a�tc3 c �� oa`._ o Z � � � �-D V� � v= C Ov :c`L� � V 6%jU � OON mUO �-� p0 Q m.` Eac oa � uQC « 'Q �_`o°- O u� a`a u °,�`ua ma�-°cEom� U O O Q 6 '< i * Q N L N � O N .C'- O L � A J C _O 0"O E � G p �U' � C/9 ZO ��- i4- � � u � c � 3w.-. Z C� O- C`� C .. p0✓�m�mU � O "00 UC � C � Q , e o a V v o � o���'o c � � L I I � 0 W � � oZa�m(JCU . d N \ 1� d 3 W �/ J � � ^ .. �� .L ti ^ Y. Z �2 � a ' s „ a � � Q ;� �_ � i � J . iL '� Z m N m � Q �m Job • Truss Tmss TYPe Ory Ply E6111891 E4A8715 COMN � � ORDERS Job Refere�e o tional 7250 s Avg 25 20H Mirek Ir�tlusUies,Inc. Wed Oc112 13:03:262011 Page 2 NVRHomes,X ID'ZZ6cyWIHDmkQ/oSWtW�LljikwiU-SGm25p]9HXEFsMdiFrh4WFGZtOpRTU7LAqUl1yl19oV ,. 12)Designs checked for ASCE 7-05 wind at 120 mph,wind�reaclions x 0.56 will adjust wind load reaction to a speed of 90 mph(0.69 for 100 mph and 0.84 for it0 mph).All . other coeffcienis remzin Ne same as shown. 73)SPF No2 and SVP No.3 can be subsliWled for SPF SWd Grade maleriai(Roof trusses only). LOAD CASE(5)Standard A {pqpN(I.C.yer{�fduignynreme[vz¢ndRE4DND?£SONTASSI�DN'CLtIDVDdfITEHXEFFP.E 'EP.:GEKII�><]325FOF£USE. @ENG�INEEPINGBY' Design voOC Iw use only wiM AU1ek connectors,ii%s tlesgn e bmaC oMy upon po�omefers sMw'n.o�b�n on Mrvidud C��#n9 component. ������ App�icabdry ol tlesign paomaten ond p�oper iricoryomfion of componeni e resporwtiFry of bu�ding Ge98^�'�ot frvs dev c&van sbovm �� �d brocln �o Insu�e stobliiy tlumg coruLVCtion u ttie responiDillify o(Iha A MRek Pttllia�e u(or latemi svppod of in3rvidual vieb mambers ony.Atltlitioral tempo�ary 9 etecta.Atltlifional perma�wnt Gacw3 o11M1e m'etal^^Mlvnci oe[on�sWf �ANSI/iril puNky CMeria.�56-8�nd Bf31 BW tl n9 Component 818 Sou�ks'Me Roetl � V♦ ' � T � � N �q � Q � Qi �n n S CI _ � E C O � O m �E`o m . mc � .o n n m ��a� ° .a D° o`o o `oa .� aai� a o t "� .� v � c o m m E o� �u c � y „� � ,fr- �- dm °c_�.E -o„ `_�-o� o o � � Q.o c� E= ti :a ; m o t r aU ;O m q� v mdw o2 �� c r._ m . �c a�o po c N _ � _ d " u SV N E"O CU � 3 L U O� O W `p_ -�� O O � '� O �Y V � e4�- � �m m o ° 3 m `° d a°� m °�a �`o o � o 0 o m �= a o£ � " d o� ° c�'i a y� O �' N� °� _ o u c': >-_ � ° c� o`v o c � m o 0 0 o p,� _o_ �� U � ja o`_ooD om -m$ w 2cy �s d� .°-i`o D�o _om mm `o �� m m � EE o3 0 pR 7 — _`03 � o � m o`o m .: ° `o°„Q °' 3 �m mZ oou � c a� -o � .o � `m `o o�.°-' � V C .�„° m.asoa �� ��2d rn oun 3 ° EE Sa o�.o °a 50 0'� oo `o E� ' �°� -O� uo � > q � � N� �O WO ndQ 0 LTm N� d� �� `Op Oj 0O �� N � 3 �� p m`p L � �d � > � �._ n�- mu vc r � u=o d- o a 2._ � u c d � Qo. o ^o mE na � 'S=' ' m `om c - O N ao - dr�m m � cv n m � 2� c o�o ��- 2 -� n-o arn £ c `m m°ma o oU � d - �cpn to `oo� a 'oa+ _ � � r_t� o`._ oo' .- m m � � > �' E_ n-� E"u`-� o c�� � �m �d °am �iE N°� � o 'w ° oc 'o � r °' °a._ � ox o� -a- �um o dm [R p 0 0° m°?L Um o`mc n mv`o �o � v am o�'o '^° d� Eo `oo � °o -O a°i °rn nv°' �d vd � oc° ° 2mm mE mm`m m nac �`> oo mr �n� a� onm oa °._ `u 'uo � °-'Em o�:= o_ � O a °or � m >u `mY :a`rnr E vo°- rnm �c ��3 �o� �a dm° u� o�. c `o� -° wo� ?o_� �a o '"-ooa > u >�� o u�'o m= m EaE � u o � � c� a o � � m o,� � j � v._ 2._ mo o �- 5 a._u md c ° P °' o� o o�a Eod ao 0 oa °' � ° m�6 � mz a ¢a 3E� z� n`.-oo U �oo a� �„ » U °' o d� _',ca oa m° `o U oo � � v$ ma� o¢ N (7 P N �'] 1� p � � � � � O � Q � � � � � N 4210H�d01 a w t v s r� � � � w N y �0 N � XN `H D� U YN �n Q U w M C U �ti Z = O J• - m � 1� FW � o �, 9`"' � �a o a . � �` °LL — � V3 3 ° ,�„z W � .. � � ° w � "k�'� > `°v N v ` �r.. .1� � ' a"' ' ��++ m o m �- F v�y, 00 U �; u� �r~- w o- P � � a�/ Q �=' U �dy � � w Q - � <'i � '� � °� 4 �� N �O �n m = m O � � v� W U 2��' Z � �Q P N ��. _ � Wi�F W , E o 3 �- o �,� � B,.s, n_ < m � a � � z� w � ��o � O ��q � N O O �a oc y w�o w �i@� rn � = LLM � I� y N d (VP ^ �� �,z� C � U p a . a .. �n�_�o w a i p] W N m W (�J!�J�O � � � � m � K O �`O�P ���{� OI � O ,Z.,� 3,,, � o �a� ar� W ,o n ,�' � �= Z W U a w c�i Z M � � �r Q F N �v v' �t � Q� N" U � ��nnm .W- �nZW Ow � w ���0 C` �- aIJ � Z�W O� O U �°M�w.- Q?JOHJd01 �¢� uz d U wo�.za , m � c j �LU � o T � ` o aoo c5_ °`u o „ a�i`o o �5 � ac� `o�° � � � 2 m a� � a� c w ou'- � oo mZ-o � �—„ `oc � � Nm o �� o a'o � ' 3� 40� c Eaa� ' C -p V 0 N w N C� O O U O N > N � O O `O C•- J . C � O'O �B y � � � C O Z + C �n N �n._ N C O Ol C U C O— � �'O ' LN � �'NO mE LpU` O '^ —S� �O—`o ��°` °_ ° `o � � � caEa� au�, 3oao ' � °�a`oo . � `o��= a�.� .a- o� moa�°i oE uom c °--°-oo Eoo `o ���.o °-oo`o �� � Z �� � � � o . auo �, c � � o Z ��— �o �o � �uom`�u ` w a� E ,�_` �, . a�a a� 5o �-N'- o'= - m ° �c�� fl Q U N �- � a� QO_T O» Oa0 O Ep �L � S]LN� pO �L O_� 00001'D p o�- Q_ � � �.a `om�.,�- a ��� „ � ��� oa. o � � ca� x° o Em � o.._ N � . o> Q a��- . o a�tc �� oQ-o � o ° c� °'a,o v� m �� � o' � .= coa� V ox�� _ oa°� �a � o °3 .. z m.� Ea� _ o -o � Q� = c �'oy � O u� a� ya� E occoo�n� a U`ooQO -� �a � ra� ° ow .c�- or �.a�.5 -o � o � c°U�°�� CJi � Z ��- �- • : � mc � 3 Z �� 0= —`=°' � .. °U� °i� OC_�a�i 4/ O _ � Ca U 9 � ���� OC � Q ' `r O � Q 'O OONjSmO U � `po � � cZdO`°(��U Q U N N � m I^ O � � _ I I O O ,� J y N � ` F N W �/ a Z �, Q I p� F' �/y\. W � �'� NP� (� � . a �n a V Q � 9 (n m v� � � m � Q p m � ' i Job Truss Truss Type ��Y P�Y E61]189t ORDERS EA-98�15 COMN � � J �Re(erence o Conal NVR Homes,X i.ZSG s Fuy 25 2"v i i b'��xA Irdnsbi��.Ina N.'eC Oc'.'.2?�..^,a25 pni l� Px�e 1 ID:716c�ANtHDmk�foSW tW 7LfjzkwU-SCm25p]9HXEFsMtliFrh4W FGztDpRTu?LAqfJllyU9oV 1f 5415 - 411A 10.10.1 14H-0 1 _ _ 11A 5-0-15 4-069 d-149 5-0-15 11A . 4�\ Sole:1/4•=1• 0 9 1� 8.00 12 3ya� 3xd i 5 3 6 �q 2 ' �o 1 d B Sx6= Ss6= 6x0- 311-8 1411-0 311-8 9-itA LOADING(ps� SPACING 2-0-0 C51 OEFL in Qoc) I/defl L!d PIATES GRIP TCLL 23.� p�ateslnuease 1J5 TC 031 Vert(lL) -0.15 6-8 >999 360 MT20 797/144 (Ground Snow=30.0) Lumber Increase 1.15 BC 0.69 Ved(fL) -0.39 6-8 >604 240 TCDL 10.0 RepSiresslncr YES WB 026 Hoa(fL) 0.03 6 Na n/a 6ClL 0.0 ' CodeIRC20WlTPI2007 (Ma[rix) Wind(LL) 0.05 2-e >999 240 Weight9116 FT=S% BCDL 10.0 Ll1M8ER BftACING TOP CHORD 2 X 4 SYP No2 TOP CHORD SWclu21 wood sheathing directly applied or SE3 oc pudins. �OT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc b2cing. WEBS 2 X4 SPF S�ud MiTek recommends thal5labiiizers�and required cross bracing W EDGE be installed during Wss erec�ion,in accordance with Slabilizer Left:2 X 4 SPF Stud,RighC 2 X 4 SPF SWd , Inslallation uide. REACTIONS Qb/size) 2=79Z0-3-8 (min.04-B),6=79?IO-3-B (min.0-1-8) Max Hoa2=-285(LC 7) Max Uplift2=374(LC 9),6=314(LC 10) Max Grav2=918(LC 2),6=978(LC 2) FORCES (I�)-Maximvm Compression/Maximum Tension TOP CHORD L2=0/27.2-3=-1147/417,.3-9=-875/335,4-9=-7l7J355.4-10=-777J355.5-10=-875/335,5-6=1147/417,6-7=0/27 60T CHORD 2-8=284/887.6-8=199/88� WEBS 3-8=332l304.4-8=794I571,5-8=331J304 JOINTSTRESSINDEX 2=0.39,2=0A�,3=0.26,4=029,5=0.26,6=0.39,6=0.00and8=0.77 "�;�'11'.�114;i:i1!/��/ NOTES (1243) - ��\�' �., �iTSi'}•; �;•, 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25f1;Cat.II;Fxp B;enclosed;MWFRS(low-rise)gabie end zone and GC \; .� 6eterior(2)zone;rantilever left and ngh�e�osed;GC for members and forces&MWFRS for reactions shown;Wmber DOL=1.60 : � =;'��, �o� "�'i plate 9rip DOL=1.60 �.�,"� ~.�F„i'.,)�c.% 2)TCLL:ASCE 7-05;Pg=30.0 psf(gmund snow);Ps=23.1 psf(roof snow);Category II;Exp B:PaAially Esp.;Ct=1.1 3)Roof design snow load has been reduced to accoun�for slope. _ _�� ° _ 4)Unbalanced snow loads have beem m�sidered for Ihis design. - ;,�;� �;(!$U������ j 4K _ 5)This truss has been tlesigned for greater of min roof live load of 76.0 psf o�1.00 times flat roof load of 23.1 psf on overhangs _��.7 �q S,;1 i r G� : L r � nonconcurrenf with olher Ilve loads. � " = ��= '= 6)This Wss has been designed for basic load mmbinations,which indude cases with reduc[ions for mulliple concurrent live loads. !, =�� �- i��� �,,�,�'+: `,' y 7)This truss has been designed for a 10.0 ps(bottom chord live load nonconwnent wiN any oNer live loads. ��-�"�` '��..�;�; ' � �" ' ,,,` ' 8)'This Iruss has been desi9ned for a live load of 20.Opsf on the hoP.om chord in all areas where a reclangle 3-6-0 lail 6y 2-0-0 wide �%i. - �(1�f,.':' ��� � will f[behveen the bottom chord and any oNer members ��;� �" 9)Pmvide mechanical connection(6y oNers)of truss to beanng plale capable of wilhs�nding 314 Ib uplift at joint 2 and 314 Ib upli� �I � jaint 6. '� �� 10)This Wss is designed in accordance with Ne 2009 Inlemational Residen6al Code sections RW2.1 t.t anc R802.102 and referenced slantlaN ANSVTPI 1. 17)"Semi-rigitl pitchbreaks vnID fixed heels"Member end fiwty model was used in lhe analysis and design of�his Vuss. Continued on page 2 . .. . : �[I,7 O 2 �O IG � WqftNING-�enJyd�signpammettrcantlBEAfINOTE5GNT5II5ANDI8CLlIDEDffiTE[CREFE1tENCEP4GE.HIl-'ap�BEFOAEGSE. q�ENGNEEPIN�� �oo pes8��eGd iw use oNy wilh Nuiek mrv»ctors.iFie tlevgn e basetl oNy Won parometars shown.orW 5 for an'v�ividuol W3Cvg compor�ent. q AGP(KObIIINOICEMJIIY�OT2}0'SaWVOpetTCwpnaM1OflO(CPTP��Cn�6lCSpow'dL�YOtbJMT✓SEesBnC!-lqIhVSCCSBnCI.BfOnnB5110MT QQ e tof loferal�vppori o(indhtluol v+eb members only.Addifiwwl fempaary brocn9�o iruwe s1oWM tl�8 consM1�ction's ifie rezponubillity of Me n Mrtek Ani�ia�e ector. AtlCiflonal pem�anenf NodnB ol Me overall sfiuNre¢ihe resportsbTfy ot fie Doiltlin8 desgnef.For 9eneml8uidanre�egortlirg fobr�cotion.qvalMroniro`,zlomge.tleMery.eredlonantlbmcing,conzuX ANSI/IPtlQualilyCrileriv.OS9-89andB611BO9dngCOmponent BiBSaunESitleROaE .......___ __ _._._ �,... .....u.. i,,.nn na vai r�.i ee s�reeL 5�ire 312/Jexondria.VA TY311 Etlenbn,NC 2]932 �_�_ � ' Q� fl � ° -�. _ ._... v '- .. . � . .. . _ . � (a m LLO � O d � �C O � �;L I � O .� o m . m� . _ `m ma�i m= � c�o y � o` 03- mm d c n n- t .o o um "p" °- dm ctE am �p° r c m E o°1 = u �� �OC v °`o o °� �' y� -am ry� "' . m c - � o . � � u .- a c ' c ` � � �'.m wao c-o n' 3 c �° °1 � `oc a-d o o E� d � �°; � t � o ° 3 0 3 � � � ���� ��� o'u �D °m °mm $d `c° oo ca -co � '_o ° ° � = �3 ° �U um u �q U � � a�i >om � � o `m � `oa= '�� c� o�' °a -O � ar a `o£ � � m m ` �°� c v( '^ ��� � N2 Oi� O. C N ;d �Z O� �� �c O'j �� � �O O O O O � . 0 D a C oo mg°-o ,o_ an a 2-�� .„s �o c�»> �O(9� °m °'£ a .um a ¢ ° nO o� o T! 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H'edOc11213:032520t7 Page2 ID:ZZ6cyW W�mk��oSW�W�UI�wV-tl?IPrbVOzPNdinft8XJ5YJi6cFwhids6VJ56n2yJ9obV NVR Homes,X NOTES (17-18) B)This iruss has been designed for a 10.0 psf bottom�hord live load nonconc�rtenl with any other live loads. g)'This tmss has been designed for a live load of 20.Opsf on Ihe bott�m�hord in all areas where a rectangle 3-6-0 la��by 2-0-0 vride will fit beN+een tl�e bottom cho an any other members. 8-18 on member(s).3-0,8-9,4-17.'17'�9.�8-�9' �i�onl lo room.13-15 10)Ceiling dead load(5.0 ps� and addilional bottom chord dead load(0.0 ps�app� Y 11)Bonom�hord live load(40.0 ps� others)of Wss to bearin9 p�ale�Pable of wilhstanding 2�6 @ ap�iK at joint 16 and 2161b uplifl aljoin[ . �2)Provide mechanical conneclion(by 13)This Wss is designed in acm�dance with 1he 2008 Inlemalional Residential Code sections R502.17J and R802.10.2 and referenced slandard ANSI/TP . �4)"Semi-rigid pilchbreaks wilh fxed heels"Member end�fixity modelwas used in the anatysis and desi9n of this 4uss. 0 69 for 100 mph and 0.84 for 170 mph).All 75)Graphical pudin representation does nol depicl lhe size or ihe orientation of the pudin alon9 lhe top andlar botlom chord. 16)Allic room checked for LI360 defleclion. 17'othe9m��u^��em��he ame a�sh,�+mPh,wind reactions x 0.56 will adjust vrind load reaction to a speed of 90 mVh 18)SPF No2 and SYP No.3 can be substituted for SPF Stud Grade material(Roof wsses only). LOA�CASE(S) Siandartl 1)Snow Wmber Increase=1.15,Plate Increase=7.15 75-76=20,73-15=80,12-13=20.4-8=10.5-7=55 Uniform Loads(p�� Vert:i-2=-50.2-3=50.3-0=60.4.5=.50.7-8=50.8-9>60.9-10=-50.10-N=- . � �ENGINEERING BT�� p((EAD NOT65 ON THIS PlfD WCLfNED ffiAEA 1tEFEREM"P9G8 MR']6]3 S£Fb1��E• p� I A_F.�N.ryG.pe:ify desiq^P'Y°^i6ters an �o�naters sho�'*��p�d'S ia an Intlividool bulding comTOnen�. pO p M1Tek Attiliate Fd far usa oNy fion ol compo�nt u respowbi[y of b ldin9 tleL9 o���n p�rey���iry5ont t e �B^va wifh N+iek connectaz.itia tlev9n h bosad onh�POn��to�e slabiGN tluring . ...- ..wxv nt detian Oaromefers oritl oroPe.V.^'��tlditwM�IamPao'1' ._ .. r rcv.tle9orer.Fa 9e�'?'.p19�^da:�ce re9ortlin9 eM B1B'.ouMSide Road -- ; • , � � .�-.. v � -•A- � . � F . � � _ _ m . •- - '--- .� . _ „ mt Q. `o „o a� o �m ° �-o � `o_ 03 �� � d,m a� v � c " rn� -o n �m _ � 4 �a ° ° ° £ n �' �' am a. t'- m c o t m E o N u �� � � a c ° 5 � u c o o £ •�- ai°,' c�E c� Dd � � � ua .o�`u � , ° v . m `o o m ua � G1 E '�ww o� 'Sc t to . v . o� a.o �p E� m '> r_ � r t oU 30 � '�-. � � °_'m mo `o c�o �o u o`o o- '_o om ° a na�i "' o o � _ '; `o �� u � u � a r� �oD; = u t.c y° °'°^ °�� a�`�� `o °w o0 oy �r a o= � =' °��' o= �� �o � � „ 01 n d> m� �a � �3 a o Z u°'° � m d `v �'o' m r � m p o- °' � °a� o rn °u � "O � oi. -oo0 9� �a o 2�oZ 'SL ma ao �O„�o � °-' md o` o� d m � � E c3 ° o m_ cti � � 3 C O d W O Q 0� T `Q O N' N L O O U C� O.� � "' N C O O °'o °-'ooa g'a -oo ", L v`o> n� �oE -om uod o�o mn mrn °m m E c �moi �m'm m y� U C ._ = a��� m m � Z m rn o u a 3� E` = a °a-�o °a L`o o m m o `o m � E a� v m 5 Q� a � - 3 � n`m ns°'u° a° ran `o u?d °'o °a'Be °`c � °o o� `oo „o m � c Ev o vom rm op � u c m o v c m_ c 3 �t `o > >_m` fe� O N 20 - m��d mc c-o n o�-'S. � `oo. 0 2� 0 � E no o � 0 2� � m `a � �.� W 0 � ox Eoa�O no m`ov � `oa�' m`m �'m >_`o o?o °F N� �m v�' o �'a�i > °'sd o`m Ea � �+- 9 � m a � m._ m r � d � m � o v H . �`o m c o c v _ p �N� o m� a� `m m �E� �E �u m or-o _ m .a�. 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W eG Ocl 12 13:0325 2011 Pagc 1 NVR Homes,% ID:Zz6ryW�HDmkOfo5WIW7LOzkwiV�d71PooVO�PNtliN28XJ5YJi6cFwjizds6VJ56n2yU9oW . ._ n-zs _ , _ OF] � f98.9 zo-�,o� fl Ytt42 ]-19 10.tA �3�i 3S5 03] 11 1S5 }1-II 3O-0 ytl< 5�1¢=1:I0.4 �'� 6x6= 3x8= 5 6yq 26 � 6r6= 8x9// Bx0\� . !� 8 �Z00 �Z 3xd II 4 \,) 3x6 I� � 23 1� 19 19 g 3 4x6 II 3ac II p� II 24 u 3v4 G axa O 21 Ox80 4x8// 10 z 11 1 < 14 13 �Z 16 15 3x6 II 3� II 6aB= tOx12= 10xt2= ��3d 263-0 341-02 12.38 31142 }tt-12 Plate OffseLS KY: 4:0-0-0 0-3-0 5:43$0.3-0 :0-3-8 0-3-0 8:0-4-0 0.3-4 13:0-3-8 0.7-0, 75:0-3-8 67-0 IOADING s C51 DEFL in (loc) IIdeB L/d PLATES GRIP �P � SPAGING 2-0-0 Ved LL -0.12 13-75 >999 360 MT20 197/744 TCLL 20.0" Platesincrease 1.15 TC 023 O -0.1713-15 >999 240 (Ground Snow=30.0) �umber inaease 7.15 BC 0.49 VeA(fL) RepShesslna YES Hoa 0.07 12 Na Na TCDL 10.0 WB 0.38 (TL) � BCLL ��� � Code IRC2009/TPI2007 (MaNx) Wind(LL) O.W 13-15 >999 240 WeighC2301b FT=S% BCDL 10.0 BRACING LUMBER TOP CHORD SWCNaI vrood shealhin9 direclly applied or 6-0-0 oc pudins, e�epl TOP CHORD 2 X 6 SVP No2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):S7. 60T CHORD 2 X 10 SYP No.2 gOT CHORD Ri9id ceiling direcHy applied or 70-0-0 oc brecing. WEBS 2X45PFStud'Excep[' �OWTS 18raceatJt(s):19 q-8,2-16,1042:2 X 6 SYP No2 M7ek rerommends ihal Stabilizers and required cross bracing be inslalled durin9 Wss ereclion,in accortlancewiN Slabilizer , In t II t on a 'de REACTIONS (Ib/size) 16=1787/0-3-8 (min.0-7-12).72=1787103-8 (min.0-142) Ma�c Horz76=517(LC S) ' Max Uplifti6=216(LC 9),12=216(LC 70) Maz Gravt6=1488(LG 23),12=1488(LC 23) FORGES (Ib)-Ma�timum CompressioNMaximum Tension TOP CHORD 9 24���3 J24,�0-pq/3�523�315,90-71?0/88 2-0Br--,-14643/3 6310-G1 4 4 1 6 7/306 95/2 5--517l263,6-25�59126q/410, 6-26=-511/263:7-26=517/263 t2-13=27(/5 ':�'.;.��.'�.. BOT CHORD 15-16=-476/489,74-15=-230/665,13-14=230/665, 73-p7—p62/397. " WEBS 4-17=57&338,7749=465/38b.1&19=d65/388,848=57&338.1&20=262/391.3-20=-262/315. `�\�`.'..`_� ..'/'.�. 9-2t=267J315.5-17=121YL41.7-18=-1211241,6-19=-0l28.6-t7=354/225.648=354224.2-15=-278/895. `\`\\C�}.,- '�ij.'�'�,1.,. 10-13=279/895.4-20=-51/90.8-21=-51/90 �y. ,.•' " �`F:��i. �Q_ ,.��o;�rc,�z., � >: :� JOINTSTftESSINDEX 2=0.49,3=026,4=024,5=OJ6,6=0.64,7=0.16,8=024,9=0.26,70=0.49,12=0.32,13=020,74=0.46,75=020,1�Q�Zp 3S�0.34,78=b.34,19=��7, 20=026and2T=026 - � : ,0.;":�:��:.�p`}�r�� " �� _ = �� . • NDTES (17-78) . 5��•;�r r)f 'V l:1 ~ 7)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25fl;Cat.II;Exp B:endosed;MYJFRS Qow-rise)gable end zone and C-C1� . .� ; ,°V -' � E�cterior(2)zone;cantilever left and ri9h�exposed;end veficalleR and righl ezposed;GC for members and forces 8 MW FRS for �-� ! ` ,.!;?�_;�n;��,� �`�,` reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 `�^� y�,'�� � 2)°TCLL ASCE 7-05;Pg=30.0 psf(ground snow);Ps=varies(min.mof snow=20.0 psQ see load cases;Category II;Eap B:PaM1ially �!/�i/%���.� 'F,.\`,,•/� Exp.;Ct=7.1.W=50-�-�:IBC 7607.112 minimum roof iive load applie0 where required. �r,i� /�,/ ( ° _7 / 3)Roof design snow load has been reduced to accounl for slope. �r'. 4)Unbalanced snow loads have been cronsidered for this design. 5)This Wss has been tlesi9ned for greater of min roof live load of 20.0 psf or 1.00[imes flat mof load of 23.7 psf on overhan9s �� non-conwrrent with oNer live loads. . 6)This i+uss has been designed for basic load wmbinations,which indude cases wiN reduMions for multiple concunent live loads. ��� � � �0�� , 7)Pmvide adequate drainage W prevent water ponding. � Continued on page 2 � WAANIM'+'Oer((g�rignpwnmeleR°^4�➢�7ESONTAISANDA'CLODEDbfITEXFEFEREhCEPRG£MII�i4'!33'nPOP.EOSE. ENGINEEPI�NG9@Y I p�ppn wfid foe vse oM"^m Nuiek cornectm.iM1h design b bmed oNy vpon��fe�stwwn.�a t�a,v�a.,a�,a w��ne compona�f. ���W9 c� pyPOCabTM ol tlezgn paramaters aM poper 4ic r���^ot componant c r 'd'li 1 butdi desigr�er-raf m,s tleripnar.&acin9 sN�n � �Mi;k Rllillele ereciw�ntld 1�'�ona�l pamanenl brocin9 oi to o�erau siNCture¢iM1x reorpo��iM1e b Bd 9 tllesi9��Ba�ol 9Utlan a regmtli I�oi Ma .......,e.�n��nM M1rncrw.mnsvtt ANSI/Rp Qmfily Giteria.�SB-69 onE BC211$u�ding ComponeM 81B Sountlsitle Roatl . . .----- +- - . uem�. NC 9)A1] � \ vI , � Rp� ° L � � /� - O�O J 4J E O� «O v.0 � � m ": Eo m' . n . ° � mm v„ °'-d "' a` `d°� � aiN v=E a �' �° '.c m E o°' ` v ° _° ° o^' t a °' Q3 , iT� N ��u, c2 �oy c � u.. �u � c �o no o . mN vc� tN a E o� S� � o � ° a a� . o v � > c t �� C U� C �3 L L� N . O C QD �O E.'^. � ._N O O pCj U pC �� N.. 7 m a� o v �o u o`o o— o °m o :o c N �> —� 2 � � o U 3 0 3 � � � N� c�— 3 m `� ° m a a �:= o.� � a m o o � _ o c .0 d V 7 '^d a° m o� om � oo_ ',_ cc c°.m o ° °m at °' o« � v � d� o� � � -a C ?i _a`o`o w� �° �o � 3C °G �o ^� `yc �u' �° —`- °'o ° � ° nv °. � ° qq j = oo d— cd �ow O1a m 2oN �r y_ �t v�j'c ov °'S a um a a ° Tc ornn °u V O � mo .rn°_°'y _°o° -oo` a `ooa v.3 2 ° �dZ oo'° .c°rn n� ° .`oJ v m` � �E `� o �,1,i�� V C .�� y� op c � �.�� t Uoa n� .oE am uom o� m °� £ .o � � 3 Yd S� O �� °'� �a wo ?no o� ayD 3� E:� �a ou� oQ ro sa .�m m � c. �mv m 'm m � O `y «u n._ O�u oc `�a � �g-=' „° m° -o._ �on oE `oo m°�o 00 0` E � a � n� �om � _ O ` ��U d m C C'O � O�� � � �� � O o t C C N N O N � L U O v � a.o '� o.° £o `ood n m � `c ow o0 2Np ,a`� E m_ c m_ ; c� a -o � o�c u c— a no o c o m� o` � O �. ox Ean`�° o �-oa �� �2— _ � v �.h o 2._ 5w � °i. 0 � aQ� � m° dmm c .oam mm °m >-P oCo °.- ao �m mc 's" m`� m m°pn ° m o�` p � oo ���'Sr u °—'' o.v`� d y �m EE �m �m com NE tv _ a d � t` � `o U co o � v xo o �� n a� `o .'� � mx �'m o2�0 _ a a� �° U�� c o0 0 0 .� o�« E� W p °o n-2� r°_' °' E mdm` m o.-OC o° 0°1 n:� '� `o do° m � �o 0o c `o._ o �°c g,c do � � � D° 2° ° ° m o o�° � u�o a� „ ° m r ���� a m 'a°y o�� u,� ° �_° -a � v °' n m.d �O G�o 3E.`o zN v= ' ac� mm _vo m3 EaE m °u n=�= u� E� m �O o a,� d o��� o_ p O nvo u aoo ot �r �m °�o a'o Eov no ° m � c°O `o � u 3�n� �C LL. O N � Q N J U� U d C �C O. O a m0._ O O d � 0 >� '�O O � . � 1� � a O . � U 00 C � � NC C p�2 . n' r� `* vi �o ^ m N O. 2'O ... O Q _ _ P O � - (V aaoH�do1 = `T s-r� ,n a c y �w � W � y_ X N (iy ° U N� W i� O � Y�- y I- c � Uw � �� � O � 9G1 O S i- n °4° �' �o U� Z 'C n !� 3 o w" � 'c n° � pN �Z o _ _ (.� 'L^ � " W p W a � � � O U �� U� �2 m � � � e U � w`- �.�. ° `7 � � � ��" m � W'_ _ m a � � A T �� w ' 2 Q J �/ ` � .O w U m U' Z � � �o � �.L 4 U `... , "O d. � � =F p > �Q a o 9 �y! C�>��.g: W � �� trl^ C, � �� z � w� w 0 �' �,�� ry¢p6��Fya<� O a"' a d °� � °W�C ry d Q � o� � � � mm WN m �.-�`O .� Ti� C V � Z� W C W (�J(7.Q b I�w � �s/ � - �, U U' W �F O � 2�P�°� � ��� C � � w2 2'� U O. Wc+iw� a� m �" Q� �- N .�Z� W QOr .n� U � �v�r:° .- B-1 J � Z j W s m Q W (�P W O '-�- 4210H�d01 O�F �Z � U N^w_ f � d - WPZP -�� h �- �' = i 01 '� N O �.' U C � m x N � - � c ° �� � a ° � C� � �O C � N �a `o � oo - ° c� on`c_ 5 � o Z ' c � u � mw o Qac � coo � ��o � � 2 � oi C a'T L N O�O t O N � C O O 3 U.-. � �' U �H � C 0 ONr' O� y L � Cn � N � � N > N � `pOC �-ON Q C O'S1�-� O O NO � �-NO 'L" m.� NC O m cU p0p . 1- OUNON � c � � � � E OC_ rO.V.` pN C=2 Z �"0 6 _p � E o,o N c o �� N 1�'V u.' � u-p � � � m>.�- W C NE C O . �OUO �'00 E00. C . C � O�C� O� . p� N` "' C 9� N ' U,«. � �.� 0� � � ��'° � � Q d N � O � Z "T'�- � � �� �'OOpN� N O o � n>- o_ � oa o u �- O >a��= ou._ a� � o,nNu � N� C T� N O � � � � N L D L N U U U � � � 2 Z GNNQ"- K � EDU O� "ON�.` f= .p•-.�� OONL 0.30 � � �r- Q m,'^ E -o vm � N.� a� > v � E „ m V a��5 .`o �� c ; ��p-o �am-o UoOQO en I � p � ,� �,C � Q :�LON O oTc.� U � ooN m� o V O z ^ r_ : am tmu° om m_oNm J ° �_a`o Ua;=.Q . �-o° °_oo� � O � « m � �. 3°w � Dno.- � °_� � occoom , � , a ° Z � ��U��� a "'� pO' " �Uc °�� mu U '_ o � U � oa� mc °�cc O ! � � C O W � ° pa �.°a ° w I p o N � m O Z a�m� C U H Q I . m Ti � �/ � Z `n .. n a �` `" . a o a � Q Q . j d �- � '�oZ mh , . � E6111889 Ory PN T�uss Type Truss � Jo� Job Reference o lional . ATTIC Inc. W�OCt1213:03232011 Paye2_ ORDFRS EA-987�3 7.ZSOsAUg2520t1MiTekl�dusUics, ID:ZZ6c)'N1HDmk4foSW��'��4ik"'V-hdAf�3mFSM9gOPo206H Tudm2REEE31ZeCCPi9�+J9oY N�R Homes,X � No7E5 (16-17) on membeQs).23.7-8.3-75,75-17.16-17.746 and additional botlom�°'d dead load(0.0 ps�app��ed ony lo room.1�-13 g)Ceiling dead load(5.0 ps� �p)gottom chord li�e�oad(40.0 ps� others)of Wss to bearing plate capable of wi�hslanding 16616 up�ifl al joint 74 and 1661h uplift atjoint . ��)provide mechanical co��ection @y Ihe lo andlor bottom�hord. dch6reaks with fixed heels Mem6er end fixiry model vras used in Ne analysis and design of this truss. 12)TMs huss is designed in aanrdance wilh ihe 20091ntemational Residential Code sections R502.17J and R802J02 and reterenced standard ANS � 13)'Semi-ri9id p' 0 69 for 100 mph and 0.84 for 110 mph).All iq)G2phical Pudin representalion does not depict Ne s�e or Ue orientation oF ihe pudin along �5)qtlic mam checked for L360 deflection. . i6)Designs checked for ASCE 7A5 wind at 120 mph,wind reactions x 0.56 will adjusi wind load reaction to a speed ot 90 mph olher coeNcients remain ihe same as shown. 17)SPF No2 and SYP No.3 wn be substituted for SPF Stud Grade malerial(Roof Wsses ony� LOAD GASE(5) Slandard 1)Snow.Lumber Increase=lA5,Platelncrease=l?5 Uniform Loads(pl� 3_q=-50.6-7=50,7-8=b0.8-9=50.13-14=-20.11-13=-80,10-11=20.3-7=10.4-6=-55 Ved:1-2=-50,2-3=b0� ��E�ffi,f��pcev.YCEPAGE➢f]IT4�3BElOREUS�. I �1ENGINEEflI�NGyp H� ���Y WAN�r+-VeNY dui9^P^�°'"°[ers wad ItEM NOTES ONTlfIS AND IfFLU �� I � ¢�q1 y�pwry O�d 6 f V O�����1 d��i�.&�M1O� �N.Tek Phlla�e tws ih'6 des8n s based oM'�P?^G�O rwbryN ol bWtl'u'9�9^tt'rwt fivu 9 � i Itx vri�M1A4ietewrec ibnolcwnWr�enturesWloifwneslabOMtlunn9cnrtfivclionetMresPO^allo p¢vgn vafd iw v,a oNY Ida�e reg 9 g�B Sountlstl,Rmd ., rwian oarameters aM poP����tlihony temP�°1�"�0�, a�,,,aTina tlesHner.fd Benerol g� ..:A��o comoonent . ieil _ �� - � - � � � � T � � ` _ � � - q� � E [2 0`�.`o `m E �� o . °'s � o m . �o m. . m�O . � w` m � m� c �-o � 5 03 �4�. � ym a�i£�E o � CO .°fc� m E o°i � m o -o `o o� r 'a m a� :q< < - _ _o `c .!^_ u �� c a o g .? m � -o m �F� � OINW o .�. J.0 o � u J Up U�U N . � � a� J C UC op i � vi E r.., d . ¢ -o w m `o 0 0 � � °'m m�oO 3m � ° o o° °^ �°- o�' ° n vm � o o� ', t r` �U ; � m � a � ��> r�- ou �'' m mm na c� o � L '^`o � - ; o � � um u � V 7 �m >°a� N � o w � o o_ '�- �� °� �� °�d ac� n `o� D °_' m °��� n°= o 2 .om:2 p�a �a c „�a oZ oa „v �� o�g �o � mo 0 0 0 0� , u p � j e� i aoa �-'� oi° ° 2a� . 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'�'00 m� 41 Q � ol oi d vi ,o o U O O = � N c c m Z _ �_�_ � ro P � � N V vi .p � � O_ K O�n ❑Q _ m O N oaoH�doi C �T S 6J vJ O) a� w > � z a� o" '".y u 3 0 ` p Y F- U) � c „ Uw � �.`_ Q [`� 9SM �r Z e°� C" `O U� t � 4°? ��`o o LL � � ° � 3 � � _ �Z W ° m ¢ � � rC m N wO � m � ., � O � U ' ; U� w� � O c��i F °� L c°- �n O c r- LL �o v y a�n � � �n w '= m a F -y+ a a � @ e p �L U 3 "' " .� � .�C ° �x /,(� a w U c9 z a � F{S/ N � Q Z� � Q �^ CJ lV � �� Ipy= E�I � = cZM 1- �F g rc ��o � OO � n��a w U F- h Q 1 W b W �� Q W K � O ay � N°: � �� �2� m � cn O m '° ww �mN a v�.-.-,o po c a�. `r F- 2� x w oJ�.p� W w y �o n � u °•�. 3 w � -C �o�n o, 3 u � , ,�. �a z� p Q Na�ry o�oe�p � � ¢ rn �"- a� F � "'.�z'? W � �nZLL pW U � .-�I�cn Y PIJ � =�W Km a (yj MPQO` F .. , O?JOH�d01 OaF �Z � U ��,���n � a - wo,zc� � a �.� � m JF C,._ . . �L.E C � O Q a�.- � Ol O N . 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I d 3 � x � y� �`ai �� � `a= � � y a � F � za P a � �_ � � "� a' "' m�n � _ C Q �m � � , , QtY p�Y E6'I]1889 Trvss Type � JOb TN55 � � , pTTIG Job Reterence o Gonal OROERS �����3 ].250 s Aug 25 2011 M7ek Indusines,Inc Wetl Oct 12 13:03t23 201t Page 1 — - ID:Zz6ryW�HOmk��SWIW�'�989 ZdgOmF5M9gOPd206HJudm2ftEEE3tZeCC?19yU9oV NVR Homes,X �_L8 10.1-9 �3-�-8 yg5 46 31142 3142 3-�-0 3L-� 11-12 o-s ass s�ie=+ao.a 6x6= zz35 23 6 6z6= 4 9xe O Bx8 O ] 12.00 12 3 3x411 3x4 II 5 �� 16 g Z 4x6 II 3x6�11 qx6 II 21 20 3x4 O 3z4�\ 19 4x8 O 9 4x8�/ � �� 10 'Z 3xfi II t4 �3 6x8= ' 10xt2= 3xfi II jOx12° �� 20-3A att-iz ���-1z 12-3 6 a-t1-t2 t1:03-8,0-7-0. 13:0-3-8 0-7-0 :0-0-00-3-0, p�p,TES GRIP plateO�sets XY: 3'0-0-0,0-3-0, 4:03-8�,0-3-D 6:03-8,0-3-0 I/defl Ud - DEFL in ��OL) MT20 t97/144 LOADING(ps� � SPALING Z-��� TC 023 VeA(Ll) -0.7211-13 >999 360 200" Ved((�) -01711-t3 >999 240 TCLL Plateslncrease ��t5 BC 0.49 � ��� jp n/a ��a 5% (GmundSnovr-30.0) ��mbe�lnc�ease ���5 WB 039 H°2� � �999 pq0 Weight2251h FT- TCDL tOD RePStressincr YES Wind(LL) 0.0711-13 Matrix) BCLL tQ� � ' Code IRC2009lTPI2007 ( BRpCING exce 1 BCUL lied or 6-0-0 oc pudlns, P LUMBER TOP CNORD end vedlcal��ndh2-0-0nxdP dns(6-0-0 max):4-b. TOP CHORD 2 X 6 SYP No.2 gp7 CHORD Rigid.ceiling directly applied or 10-0-0 oc bracing. BOT CHOR� 2 X 10 SYP No2 �OWTS 7 Brace at Jt(s):17 W EBS 2 X 4 SPF SNd'ExcepC 3_7�_iq;9-10:�2 X 6 SYP No2 MiTek rewmmendeNSSte�bilone n.acco danlce with Stabifze9 be inslalled during Installation uide. ftEAGTIONS Qb/size) 14=7 1 3710-3-8 (min.0-1-10),t0=7137/0-3-8 (min.0-1-00) Max Horz14=510(LG 7) ,�_�661G 9) Maz Up�ift14=166(lC�0), 10=1389(LG 22) Maz Grav14=1389(LG 22), FORCES Qb)-MaximumComp�essionlMaximumTension 3-0=-692/241.8-7='69tiz4�'�$—BS-23851026496-236b75264 � ' TOP CHORD '1-20=1N9/258.220=9141269.2-3='Bfi71389. 5_pp__510/265, - g-21=t119/258,1-14=1545259.9.10=-0545/259.4'22=-5151265, ib12=-243/fi72.10-11=34f73 .2-10=276/308,11-t9=Di1386. \"�\t.l4ltf!�tf(;i!!r 12-13=-243/672. 7_�6=593/3�9.13-t8=-271l386. �_13=286/909. 60TCHORD 13-14=-466/4761�17=-4747384.�t6-17=-074/384, ```�\,� �:Si�}„^/�/ . WEBS 3-15=593/309, g�7=0128,5-15=-355/223,5-16=355/222. 8-19=276/3�8,4-15=120f241.6-1fi=420/241, ` `" .,�,,^_.. C/ ��i. 3-18=47191.7-19=-46/91 - ,"- ..-r,�., �', �. 18 . 9-11=-266/909� .� . . 43�15.° B4 16=�.�4:17:10.?7� 10=030.1�=020.t2=046.13-D20,14`.�. �.�j.•' JOINTSTRESSINDEX 6=p.16,7=a24�8=026,9=0.50, �. �� , __ �=0.50.2=026.3=024.4=0.16.5=0.64. �- ,. ( `'C�O����y ` `�! =0.2sand19=o26 " ' � .,.��� , �� � WFRS low-rise)9able end zone and G(`_r_"�L � �r,!- N07E5 (16-17) TCOL=6.Opsf,BCDL=6.Opsf;h=25ft;CaL II:FxP B:e��OSed;M ( i_-c�;..r:,y�• • C �)W ind:ASCE 7-0S;120mph; end vertical left and ri9ht exposed;GC tor members and forces&MW FRS for � � rr �'4` i �etenor(2)zone;can[ilever left and right eryosed; • �/ ;-� �yyctions�shown;Lumber�OL=1.60 plate 9rip DOL=1.60 ._ Z�„ lied where required. %���� ` � TCCL:ASCE 7-05;P9=30.Opsf(ground snow);Ps=�aries(min.roof snow40.0 ps�see ioad caus;Calegory II;�Exp 8;Partially / �' . � �p.;CY-1.1,W=50-0-0;18C 1607.112 minimum roof live load app� � � �� 3)Roof design snow load has been reduced to accounl for slopa. q)Unbalanced snow loads have b�n.consdered to<}his�design. e 5)This tnss has been designed foebent water pondingtions,wFich include cases with reductionsfor multipte concuaen�live loads. 5)provide adequate drainage[o p _ 7�.Th�s truss has been desi9ned for a 10.0 psf bottom chord Ilve load nonwnc�rrent with any other live loa s. 8)�`This truss�has been designed for a live load of 20.Opsf on the bottom chord in all areas where a�rectangle 3-6-0 tall by 2-0-0 wide µiil fit between the boHOm�hord and�any other members. ��� � � ���� Continued on page 2 � ENGMEEFIN��� prona[(ers¢nd 3fEAD M1TE5 O�T�`5 A4➢INCLJ➢FD IETfER.�FEftE�E PAG E!R'l473 BEFORG�E �g�{�yy�� I � ��M� 0 fy d gn p ' p �e ��Q d �IX :�tlmdV I b Iltl'�g C TpO�en1 � 4 d�p MTek Alflliat= nisbosadonly.uponpa �b�N �b��Qingtl sgne n ihussde g e'BroanBshoV+n Design vol tl i r v e ny 'ih M���ormecfws Th s tl�on of c mP� e t respo �ob f tl� 9 o shu�i o ¢fhe r p sbilliry oi iM1e qp�oblryofdes9�P°amet�o�dP�°�^ °PqddilomlfemP���'0�'^9�0 � erol -tlonc r gordng ' BteSouMsitleRead . . ...�',dn olwebmembers nN � „, ,ec rssa1M iMebo'Itln9de 9ne F 9��aCSitevtldn9eomP°nen cn.,,mm:rvC2]932 -_ . en — � . 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M rl.p � y w�1tp Y � �, V w� �p O � v�a m � �� (�w OK O p �aa, p�ll� c � � u,x Z� U o. wviu'�v a rn QOr ay t- N .vZ� W � � PIJ � =jw �m Q h MP�O W W oaoH�doi oQ� =Z o � N°w� F — 0. — W P Z p T t � ` � m N C"- ' �,L-.'C C O N � '^ N O �� LC � � �j '� C � �� `o � � oc'i=' ° �n o`�`c5 `m � ° Z � c £ ua a�o r aao � ��°o mZ�ou �N �am p .o a�°i�o °1 °�� ^� � m Q��`o� .° m � a� °� ° � o�a� N + C n C O O � C 9 O O � O � � O � � C O m U p O a OUNON OC � � � � E O �� rOU` ON CSa Z -O _p 6 � U.0 N c O �'-O N 9'U w 3 u'a o j �a�� 'u o� Oa� E �° � a`u`o 'v ��-oo �oo` o .� a� a�` �a�°� �e a� coa� = a� o m � ` o` z o`- 5 �� . aaoa� m � Q°°H?' ° ; 2 o-og o � ° o O aa�'= o �.� � � o,n� uf � O �L N o m� � rw x° `o ��`u `o-„' a °',°�'� `- o'_? aai ooa�iL n3o� o �� Qv � a-o a a� m N_ a� > v � . o� Q m c .`o m w c ; �-o c c a UO�QO ' O� 'O '^ 6C OQ �L �� 0 � K� U pOON 01� 00.�6V0 Z \ �- i nm ± � ° ow �a '^ m � �mn-o un�� � � oEpO3 Q � � OL B �j.0 �- E C Om U �o O � o a 3_�- U c� o,� a � ° � oo�mom°� v. �U c � o � o>aa- c O O W � 6 p O �'_. O C F p �1 N � � � Z a�m� �U Q Q j-- I I � ; N .� � O _.r W x a Z �'_ � L N a �} W g Z'd . J V h � P . i � Q a � � pJ � � � � m h m � Q n U . pry Ply Tr�ss TyPe ob Truss � 7 qTTIC Job Reterence o tional )R�ERS �-987�Z 72i0 s Aug 25 2011 MiTek I�ustries,Inc. Thu Oct t3 00:59:48 20�1 Page 3 ID:u6ryN11HOmk�foSW tW 7Lljzkw��-��°Q�qPsJkuM qiWd9nuEJKaMS5ATha1A2kuyTuGv NVR Homes,% � � LOAD CASE(5) Uniform�oads(p�� � 13-t5=2Q.11-13=-80,1D-11=-20.3-7=10.4-25=55.6-25=6 Ved 7.2=-28.2'3=-38.3�=-28.6-7=20.7-8=38.&9=. iB)4[h Unbal.5now-Left Wmber Increase=1.15,Pla[e Increase=1.15 Uniform loads(p�� 7�8=38,8'9=-28.13-15=-20.11-13=-80.10-11=20.3-7=10,4b=-� VeR:i-22=50,2-22=-70,23=80.3-4=70.6'7=28, �9)SN Unbal.Snow-Right Lumber Increase=1.15,Plale Increase=1.15 . Uniform Loads(pl� G7=28,7-8=38.8-9=28.13-15=20.11-13=�0.70-11=20.3-�°-70.4-24=64.6-24=55 Vert:1-2=28,2-7=38.3-4=28, � 20�UniformaL ads(p1�ht Lumber Increase=7?5,Plate Increase=V�S VerC 1.2=-28,z3=38,3-4=28.6'7='69,7.8=79,&23=69,9-23=50.7345=20.11-13�0.10-11=20.3-7=10,4.6=30 p1)7lhUnbalSnow-Parallel:LUmberincrease=lJS,Platelncreese=�?5 �p>>_2� 37-�� 46-�02 Uniform Loads(pl� p2)Bth Unbal.5now-Far��lel:Lum6er nc ease 71:5,Plate Increase 18153�5-z0 �� �3--80, 107.3-0=-97,F-�=-97,7-8=107,8-9=-97.13-15=20.11-13=80.1041=-20.3-7=10,4-6=30 Uniform Loads(p�Q Vert 14=97,23=- p3)9th Unbal:Unbal.Snow Only-Left-ParalleC Wmber Increase=7.15,Pla'e�I'�?20e3�7� ,D 4 25--66 &Z5-$0 Unifortn Loads(P�� 7-8=-41.8�9="3�. VeR 1-2=-31.2.3=41,3-0=31.6-7=7�� Zq) 70Ih Unbal.Unbal.Snow Only-Left-Parallel:Lumber Increase=1.15.Plate Increase=l JS Uniform Loads(pl� 86,6'7=-31.7-d=-41.8-9=31.10-15=20,3-7=10.4-6=-34 V e2 1-22=-60.2-22=-86.2-3=96.3-4= 25)11th Unbal.Unbal.Snow Only-Ri9h4Pa211eC Lumber Increase=1.15,P�ate Increa3e�,�0 4 Za_79 6 24-66 Uniform Loads(P�0 2 3--01,3-0=-31.6-7=31,7-8=-4�•8'9--31��0-�5=-20, VerL 1-2=31. 26) 121h Unbal.Unbal.Snox•Onty-Righ4Pa211e1:Lumber increase=>>5,Plale Incree'0.15'-20,3-7=10,4-6=34 Uniform Loads(p10 g.7=.85,7-8=95,8-p'=-BS'9"23-b0, Ve�1-2=-31,2-3=-41.3-4=31. p7)131h UnbalSnow Only-Pa211eC Lumber Increase=1.15•Plate Ir��ease=1.15 q.6=-129 Uniform Loads(D�� 3-0=31 g�p-'31,7-8=-41,8-9=31,10-15=20.3-7=10, Vert:1-2=31.23=-41, . 28� Un f rt�Loads�(plflnlY Parallel:Lumber Increase=7.1b,Plale Increase=l.i Vert:1-2=123.2-3=133.3-4=-723.6-7=123,7'8-133.8-9=123.10-15=20.3-7=10.4-6=�4 ENG�NEEPIN�CO d HF..N NOTES ON Tffi5 AAD I\CLUDED MITG REPEFENfE PAG£1fII�'!S'!3 BSFUItE USE. a�vnzrerz w ond h fa a��^'d"°�buB3in9�m��nt. 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LOAD CASE(5) � 1)Snow.Lumber Increase=1.15,Plaie Increase=7.75 Uniform Loads(pIQ Vert:1-2=50,23=60,3-0=-50,6-7=50,7�8=-60,&9=-50,14-15=-55,13-14=20, 11'13=-80,10-17=-20,3-7=10,4- _- 2)Snow Only.Wmber Increase=7.75,Plale Increase=7.75 Uniform Loads(pl� Vert:t-2=6q&3=-70,3-4=60,6-7=-60,7-8=-70,&9=-60,74-15=-66,10.74=20,3-7=10,4-6=66 3)llnbal.5now-Left:Lumber Increase=1.15,Plale Increase=1.15 � Uniform Loads(pl� � VeR:7-2=50.2'3=-60.3-4=�ii.6-7=28.7'8=-38.&9=-28.1445=55.13-14=-20.11-73=80.10-11=20,3'7='10.4- _ 4)'UnbaLSnow-RighC lumber Increase=1.15,Plate Increase=l 15 Uniform Loads(pIQ VeA:7-2=-28,2-3=38,3-4=-28,6-7=50,7-8=-60,8-9=-50,14-15=-30,1344=-20,1 b13=-80,1041=2D,3-7=40,4-24=-64,6-24=-55 5)IBC BC Live:Lumber Increase=L25,Pla[e Increase=125 � Uniform Loads(pin Vert 1-2=20,23=30,3-4=20,6-7=20,7-8=30,8-9=20,14-15=20,13-14=-00,11'-13=-20,1041=-00,3-7=-10,4-fi=- 6)GC W ind:Lumber Inuease=t60,Plate Increase=1.60 Uniform Loads(pl� VeM1:1-2=40.2-3=34.3-4=40,6-7=40.7$=34,8-9�0,14-15=54.10.14=t2.3-7=-6.4b=44 Hoa:7-h=-52,6-9=52,9-10=47 Drag:4-5=-1,5-6=1 7)MWFRS`Nind Lefl:Wmber Increase=1.60,Plate Increase=1.60 - Uniform Loads(pl� g_g=p5,14-15=78,10-14=12.17=-6,4-6=53 Vert:i-2=17.23=23,3-4=17.64=25,7-6=79. Horc 1-4=5,6-9=37,9-10=34 Drag:45=-1,5-6=1 8)MWFRS Wind Riqht Wmber Increase=7.60,Piate Increase=1.60 Uniform Loads(pl� Ved:1-2=25.2-3=19,3-0=25.6-7=-77,7-8=-?3.9'9='17.14-15=15.10-14=-12.3-7=6,4-6=59 Ho¢7-0=37,6-9=-5,9-70=26 Drag:4-5=7.5-6=1 9)MWFRS 7sl Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pl� Ved:1-2=-03,23=37,3-4=43,6-7=26,7-8=20,8-9=26,14-15=65,70-1 A=t 2.3-7=6,4-6=26 Ho2 7-0=55,6-9=38,9-10=28 Drag:4-5=7,5-6=1 10)MW FRS 2nd Wind ParalleC Lumber Increase=1.60,Plate Increase=1.60 Uniform Laads(pl� Vert:t-2=26,2-3=20,3-0=26,6-7=-03,7-8=37,8-9=43.74-15=78,1044=42.3-7=6,4-6=26 Ho2 1-0=38,E-9=55,9-t0=28 Drag:4-5=-1,5-6=1 11)MWfRS 3rd Wind ParalleC Wmber Increase=1.60,Plate Increase=l 60 Uniform Loads(pl� Vert 7-2=79.&3=13.3-0=19,6-7=12.7-8=6.8-9=12.1445=41.10-14=12.3-7=-fi.4fi=12 Hom tA=31.6-9=24,9-t0=28 Drag:4-5=0,Sfi=O 12)MWFRS 4th Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pl� Vert:Y2=12.2-3=fi,3-4=12.64=19,7-8=13.&9=19.1415=4.10-14=12,3-7=6.4-6=12 Horz 1-0=24,6-9=31,9-10=28 Drag:4-5=-0,56=0 13)Atlic Floor Lumber Inuease=1.00,Plate Inaease=1.00 Uniform Loads(pl� Vert 1-2=-2Q 2-3=30,3-4=20,6-7=20,7-8=30,8-9=20,13-15=20,17-73=100,10d 1=2�,3-7=10,4-fi= 14)Unbal.5now Only-Lefl:W mber Increase=7.15,Plate Increase=1.15 Uniform Loads(pIQ Vert:1-2=60,2-3=70.3-0=74.6-7=-31,7-8=-41.8'9='31.14-15=66,10.14=-20.3-7=10.4£=66 15)UnbalSnow Only-Right Wmber Inuease=1.75,Plale Inuease=1.15 Uni(orm Loads(pl� ' Vert 1-2=31,2-3�11,3h=31,6-7=-60,7-8=70.8-9=60,14-15=34,1�-14=20,3-7=-10,4-24=79,6-24=-66 76)Live Only.Wmber Increase=L00,Plate Increase=1.00 Uniform Loads(pl� VerC 1-2=-20.23=30,3-4=20,6-7='20,7-8=30.8-9=-20,13-15=20.11-13=100,10.11=40,3-7=10,4-6=20 17)3rd Unbal.5now-Left Lumber Increase=1.15,Plate Increase=1.15 ConEnued on page 3 � WARMNG�Oer{/ydesignparnme[ersandFEADNOTESONTMSAN➢ACLUDEJffiTEAREFfiRENGBPAGEAfII�><i38E.ro8Ef15E. 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Thu Oc[13 08:59:47 2011 Page 1 NVR Homes,X ID:ZZGCyW wDmkOfoSW IW 7LfjzkwiV-7�iXdytiSeVB�GXSeBn?RFhiBa00�MjDXMNOUCSyTuGw . 3� �ipp 9-11-02 12-1P0 1511-12 ��SS '�� "" _" .. �d }t-02 11-02 2-164 3'�'�Z Smle=1]1.9 6x8= 243x 5 25 6 6z6= 4 gYg/� 8�\� 12.00 12 � 3x4 II � 3z4 II 1B 20 19 8 Z 4x6 II 3xfi II 4x6 II 23 3x4 O 22 3x4 6 4�p o 17 9 6x12�/ � i6 c x6= � 21 iz ii ia ° 3ac II . 15 14 13 6xe= tOx12= , 3z6 II ��x�� � 4�- � 1411-8 � 1511.12 }1142 3e< 1z"'� t3:0-3-80.7a ia:o-o-�,osa PI te Offs t@ Y� (1 0 3-0 0 3-Oj �3'0-4-0 D-3-4� I4�0-5-8,03-0 �6'03-8 03-0�, :0-4-U,0-3-4 11:03-8 0-7-0, pLATES GRIP' C51 DEFL in (loc) Udefl Ud MT20 �9���44 LOADING (psQ SPACING z-0-0 TC 0.22 Vert(LL) -0.�Z ��-�3 '999 360 TCLL 200� Plaieslnuease ��75 BC 0.50 Vert(TL) � -0.�fi ��'�3 �999 240 (Ground5now=30.0) �umberincrease ���5 WB 0.43 Hoa(R) ���> >� 9�� 240 Weight227�b FT°5� T'COL ���� ' RepStresslncr YES Wind(LL) 0.0611-13 BCLL ��� Code IRC2009lTPI2007 (Matrix) BCDL 10.0 ggpGING liedor6-0-0ocpudins, Ll1MBER TOPCHORD StmcWalwoodsheathingdirec0yzpp TOP CHORD 2 X 6 SYP No2 except end veNCals,and 2-0-0 oc pudins(6-0-Omax.):4-6. 00T CHORD 2 X 10 SYV No2 BOT CHORD Ri9id ceiling directly applled or 10-0-0 oc b2dng. WE85 2X45PFStud'ExcepC JOINTS 18rdrealJt(s):20 g_7,7_7q,9-10:2 X 6 SYP No2 OTHERS 2 X 4 SPF Slud � REAGTIONS (ib/size) 10=1103l0-3-8 (min.0-1-9).21=11 51104-7 2 (min.0-7-8) MaxHoa 21=-010(LC 7) Ntys Uplift 10=145(LC 9).21=-783(LC 9) Max Grav 10=1348(LC 22).27=1370(LC 22) FORCES Qb)-MaximumCompression/MaximumTension TOP CHORD 9-23=10521218,14-21=8324127121 2179 638298,9 1001 1447119074-243 522/273,5'240�519/27335-25=-528/245, 625=-533f245 BOT CHORD 14-15=0/0.t3-14=-354/393.1243=-207/623.11-tY-207/623.10.11=36175.z0=-0I29.5-18=353216,5-19=351@09 WEBS 3-18=-524/287,18-20=-022/425.19-20=-427J425,7-19=5t3263,13-16=294/360.2-16=26BI304.7 1-17=-3 081357. ` ""\1\lill!iiil;xiJ�' 8.17=317@7fi.&16=58/66,747=-48I95,4-18=-119J234.fi-19=115244, / ,7_13=-249/1010.9-11=-234/836 ;`� STF�}� ' 4; - :: '.�:��' ..... Z� �.� r+ores ��s�s) �n= .;�\S``t�^'°'° <�'`= �)W ind:ASCE7-05;120mph;TCDL=6.Opst BGDL=6.Opsf;h=25(i;CaL II;Exp 6;enclosed:NIW FRS Qew-rise)9able end zone and v �;e� ! � •j/F-/ i C-C Exterior(2)zone;canlileverleft and right exposed;end veAiwl right exposed;G-C for mem6ers and forces 8 MVJFRS for ` � � DOL=7.60 B;PaNall' �� ' . _ reactions shovm;Lumber�OL=1 60 plate gnP Ps_�aries(min.roof snovr-20.0 ps�see load cases;Cate9ory II;Exp Y_'; lJ`'L�� ". _ p)"TCLL:ASCE 7-05;Pg=30.0 psf(g�ound snow); ��yd�yryere required. - "_ „p `•�" ' ��� � Eyy.:Ct=1.1.W=50-0-0;IBC 1607.112 minimum root live load aPP - -� , ,5--.(�G : Ij<< ' . �. �-1 ` 3J Roof design snow load has been reduced to account for slope. - y q)Unbalanced snow loads have been considered for lhis design. �' il:n`y ' � 5)This truss has been designed for 6asic�oad combinations,which Indude cases wi[h reductions for multiple concurren[live loads. -. L%. ., 'sR� `G.;�`�.". �: .Cy�. ti 6)Provide adequate dreinage�o P�eventv2ter ponding. J��?P. '� 7)This tmss has been designed for a 70.0 psf bottom choN live load nomm�curtenl with any other live loads. ��'��-_ ` 8)'This wss has been designed for a live load of 20.Opsf on Ne bottom chord in all areas where a reclangle 3-6-��II by 2-0-0 wide '�i„ - wili ft between the bottom nome�be�)�2 3r7-8,3-18,18-20,19-20,7-19 lied onl to mom.71-13 9)Ceiling dead load(5.0 ps� � 10)Botlom chord live Icad(40.0 ps�antl atldi6onal boflom chord dead load(0.0 ps�app Y �1).Bearing atjoint(s)21 considers parallel to grein value using ANSIliPi 1 angle to grain fortnula. euilding designer shouid veriry FEB � � 2QSZ cypacity of bearing surface. �p)pmvide mechanical wnnecHon(tiy oNers)of Wss to bearing p�ate at joint(s)21. Continued on page 2 A q.q,Qr�lG-pe�{Jy du'i9n paremet¢rs and ftLAD NOTES ON tHIS AN➢II�['l.U➢ED MTEA128Fg�N�PAGE MIF'/tr]3 BSfORE�1aE' �ENGINEERIN��� I Li. _ posetlonlyuponporamefersstwvm.a^dd�e�^d°�gde9gnerc&vcirv.dslww'n � �y�Tekntlillele p¢yignva(d�wusCONyvriiM1N+lakconr�etlors.Thiitles�notccmponen�¢�e5pombdNotb�2tivq co��l'ron'¢1�e�eWa'�'biPryoitt�e ppp�rnb&ry o�dei9^Pwometars ond proP���°d���empomrv bT°^B to insvre Nabaih duMB �bonce regnSm9 u ia bicd vPPO�of inQrvitival wab memDers oM'. Fo:9erieM 9 ruu+ oIMeWldmgdeslB�+�T� 9 po�e aracfor.Atl3liowlpertnanenlbtvcinB011M1eo��oflsT�cNeemamzpo � VAJ]31d. Etlenron.NC2'/932 . . .. ., ec.,w.arecfion ond bracm9.corsuR AN51/IPII Ovafly CMM4�5&89 anE B611 evildn Com �d 818 � � ' �1 � � � � � �, > � - Q. U `o„o `m o o� o m � a� � � m . Eo � , a . d m � m.� � �U m o` 03 � mm v`t� �m co m` o � na =m °- .o ° o=' r a v a= � m�.�i c�E D � a`m r � d � °oo ,'" u c ' a a-°i n° ° 5 � uc `oc t Y/ w E-o crnu'�' 02 �' 3 s rG °J � `oc °-o �o Er y �° rN ° ` t o ° 30 3 40 � °� m m o ° 3 m m o a a`o o'-' o o� a 2 a� " o o�� = o �U � °' � O ti" „�� oa� ou w� m ^� � °� mo 0 0-. �E �ot n d n 3 -o m-� o� � � V � .'^�m >°. m �� om - `oo= n�, cc `om �_ o om o- `o� °-' m n- o 'D C ?>. o`oo �D �mo ° � 3C ^°¢ uo ��> ad �Q a�r � �� n n ° °.0 ca o` f� � — ° O c-`m o�' ma a ?oz "'r �`o �'O c�O om m`m n 'oc °' o D o" orn o b0 O C mo m�o� o° �o0 2� o „a �3 �m am u°°m oa n� �o` n � m � „ EE �� o py-+� V b�: v > �D cmw �.Zm m u°� _a °E „ m °= co m� srn °a-°i m E m n't °'' m W 3. � a°� �cm� �mo ?o.o '� .cid � u ao �a ?n°� ° a `o `o � ao `o �` T Ea� -mod 9 u � o_ r „ n o` �_ m -o.- oo�o _`oE oo m-o c „ m ov �m ° o � Oa �n 'co.° =� `oov 9 °m2g° '� °°- `o-°0 2p_°o v_` E no �o .�.„ 0 2c c°� m�o t� °�a�i � � i ox �o�� o� `um ° �°mv �`c do � o c2a 'o� - 'a nn arn r °' 't `oov `om oU � w O N a � �o v � on� mm . d �_ o._ o N � Ny .-m dc mv m mur� � `o o � o'm° �m` °.dy � Ey EE �� �a� com H �a - o 'tm om E2� O y o_ ����� x� om`c � m r dx �' m o�.-a ._a� -o� E_ u � ° o °o o 't mo NO C U �O 0-� �� CO O U � UC' E O O LN 0.:� '^- O N D O C �.- O C^ C O.�C p � � ° o n2� c_°' mE m� m` m n�O "c o.� o� r -'n'- no �Q ac t° o �- o m ��ai nm °' ��O � `orn v>�u `m" arn£ E vo� o v_ -o �_ a _ > � Do 000 >u >.' o u� am ^ c .n�� -''o `mmm sa °= u uo c �Em o�� � Q� F�- mo ow_ � o�� m °'o m3 EnE �'� �=u °'u oq c oo ° c_ u ' °a � 3En` z„ a`no U aoo p°s �r cv o 0 oa Eom ao d c ca -p `o °m �a� mt � �O �- c: n Q . » V�o u� �ca on m°`o U ° n c m��o' 'mvo �n ,o n m m � _ c^i y � � � ' �m2 zo� p�Q _.___ — � � _ � ° � _ c� O2JOH�d01 — c v s,� � c �" v � � � m � "'O W � � � �� D� u 3~ � � c ° uW � i{e - � 4/ = p m v-cH, �z Z ,� n "Gr c` �° p Q O � °n � 30 �~ � . om wz z ¢ f � � " �N ,J� � m Q � `w }`� �'3 u �''s u'O ��., m v v �I O O � W" w `O Q ~ �� ^� � C� N O rc a- LL P p. � � d p �< y N m 2 w a � p - U . 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T t � � � OL C C h �O ��- V OJ O N p �� C � � � �.- ' OU O � N � � C � O U� O C� p`.O C j � z � .c.° U� � o N a_oo+ 300 � o5u �c �Eom `ca�-.� m °�� �� .x m ��� o oNo a� > d ° _`oo -om � °�� °�' c� m`o � L °-�o � o>.E a� � ° °� �U c ° ° a G � �a `o E � o a� � c a-o m .o��'�' 3 �-o�0 4 2 a� o � o�- a� o a� o Z �ao .° � ° , `ow'_ ` °�'oo To `o c- c � �����.�� . w � � � � � oo y �� � o ��c� aoo � „� � Q� oo � �: i a� Q � a� SoQ � ��� ouoa� uoa;'� �� � � ° � oj oo '- �°ag -° Eoa�ir � 9rma oo�= a3o � o °,`- p � � >„_ x `o ��u oN a ��m Q a��� —� " moo�D Z m.� EQa v� m ��� � a' v � E � c U �'�- . o a�t � 3 c�-ooa`co � Q U`oo¢ o °.� o-o°_m L, Q� No. :�.�o� o ox5u 000a� .m� a �poo � p � ��� u� Qa a� n � �a 3 Z � h- w u o ��3o.c `Da�� ;o °_oE ocoo�°'_o O W C U� C 4 O'= C �.�i N J C.-.U °3 N � 1- _ � aZ O Z ' C OOv� m� LpU � a ;�s a ; V .Q `oUm.� �� m a- 0.N p C , O ^ I � 00 � y�. J^\ � a � ON'�j� O � V v H �- m \ \ � Zd�mU' �U Q I v3 W X Q H.\ \ Z H � i y� Q �} F `+�\% � �°I= o: .. J V W j\ pJ._. � J m C Z 2]N � Q �O] 1 � p�y Ply E6t]188] Job Tmss TmssType ' t �98��� SPEC JobRefereMe o tional IOR�ERS 7250 s Aug 25 2011 M1ek IntlusVies,Inc. Wea Oct'1213:03202011 Page 2 � NVRHomes.X IDSz6c�'�NOmkOto5WtW7L§rkwiY-G2UWntkM2ftn5Xxi'TLkHrF?G�EE31gVyENL5qyU9ob NOTES (14-15) , g)'This truss has been desi9ned for a live load of 20.Opsf on Ne boCOm chord in all areas where a rectangle 3-6-0���by 2-0-0 wide vAll fit between Ne bottom�hord and any other members,with BCDL=10.Opsf. _ g)Aearing at joint(s)1 considers parellel l0 92in�alue using ANSIliPI 1 an9�e l0 92in formula. Buildin9 designer shouid verify caPacity of bearing su ace. 1�7)This'Wss s designled in actw dancetweth the(20091ntemation al Res denblal C de seclion 9R502.�71.P71ia d,R802.102 andPelfe enoed s anda d ANSIlTPI���oint 19. 13)Gap behveenl'ins deof t p`chord bean!ng and first dna9onal oroverb�web shal not�ceed OS00�ign of this lruss. �4)Desi9ns checked for ASCE 7-05 wind at 720 mph,wind reaclions z 0.56 vri��adjust wind load reaction lo a speed of 90 mph(0.69 for 100 mph and 0.84 for 110 mph).All oNer coeffwien�s remain lhe same as shown. 15)SPF No2 and SYP No.3 can be subslituled(or SPF Stud Grade matenal(Roof tivsses only). LOAD CASE(5) SlandaN - " ' py�}JENGMEEPIN��� Qnrr I � WAItNRG�{'WIS'1er9n Pnrametsra unA RESU NOTES ON iAIS.WD IN(lVDED F.fITER REFERENCb PAG6 MII.i9�3 BENRE USC�n�. � pevpn voGtl fa use oNy�µiet cornecfors.iYi�Cesgn u baseE o^N�P°^��ipy�o�'°�°fw an'vd'rntluG�"�'^B compo^ �MiTek AHlfate reN h r SIY of Wddu+B tles9^�'ewt Ivs tles9rer.&oc'siB��"^ alion of<a�Po tion 5 ilie resnoreb�ll�y ot me qppticabdM ot tl_*2^P�°.^'efers and PvPer+'�°'pw �nnme'¢ihe respotwbSN o(Mi?bmldin9 deslBne�.�9cntl ECSII Builtl ng�PO^enl Bt0 Sountlsitle Road ..b.nl avoori ol indMtluol web members oNy.Atltlifq�femPaory bmcirg to i��re s1a0�LN tlwi ca �, .__ ����oa� � • ' � � � E � � _ ' r � ,�. m� [ ° c o oi ss O m �E`o m . -O . � m a� � m� c o �� s ° .� Q3 a� v � m� � n o a a� d �� ms�E o���' c:a s m E o..O' � u �� D � o-° ° 5 � u � `o c t � °'h. c - c .°.`m g = u = °- � a u m . ° -o � m `o o m �u o 3-O 3 N � "5;m w o 2 5� � r.° � o c n.o c o E� N > T t t o U o � W... 7 °'� mao` �a �o u o`o °._ � o om �g `o.m „a 9 °_ � = ;� ° �� uw u �' a � N� o?�,_ s�u £2 � °'�� a� =�c°� ° m °o o� -c°L a `a£ � �' � o '" '°.`u _o° (� � � a� >.° m � PQ c. °_ca nz on „� ° � °�� °o - or� oa -°n ° o.0 'ca `o � � � ` i. -oo`o �-'' o'°- °ar 2a= ��Q m-° oi? �OC� � _a��i �"` o. ad � o` � o'o °- °' � p0 m- cd `om � a o .- r_z � Ro '_ ° c�° o d�+ `o � EE �. a 7 ^ 3 comm ° o °'= >. `o°Q o�3 d2 00o crn a_ � � m a� � � � c � p � �o,a po�o_o o¢ �o-o L m o �. �� .o� �o m u o m o:� �v. � � a-o' � E m ➢.t m._ �� �i, V o �o.h D2oc oi.o ����' m� `Y� ";� E� 4a o�D `oa �o o� �'o o °' � Ea�' �� � (3i 3w °' m� o� mo „a`o ' t -�d o �° � oE `oo m� -°` Em` -'' -'o` v '^ � � d L D.0 �. �O�U� U C ` r d d U=p �O �b�° N C U�O� C � d� N.�. N 5 j j N O d t p � J � N .� O N � o - cn�� m m � c� a a.�� �� oa. o0 2.� o mE no do� "�� ° .. c ° `om c� n, o- - �:c � £o� `oo� „ da.m = �' c� '" 2 2� -� na Qo� � '-a+ t `oa`m oU p �� E �°a � P .om.m � „��O o c.-a `o._ oQ .-.m m � mc m �mm� � o 'dd �L ox �an� �o d� d� o.o mm . d >� o._ o� � sm _ -p� m > ts `m o m. 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NVR Homes,X ID:Zz6cfNWDmkQto5W�W7L§zk�vV-G2UWn1kMZRnSXrvTL_kHrF?CdEE31gt7yENL5qyU9ob ss-a-ii 161L 1&60 33Sf3 ZB39 M98]13-8jJ 1-10.15 ¢t-3 10.30 2.�-0 6Al2 ?f2 IdD IE-0611d 1-10.f5 2< 4M S99 S�le=1:]9.9 4%B\ 6 B.OD 12 3x4 II ] 25 3xfi i �4 3x6 C 5 3x6 O' 3x6 i e 9 4x4 i 4 3x6 J 3 �� 3n6 Q 3x4 II 11 6xB G 2 t2 lo � a 1] ]� ° 6xi2= 16 �5 lo � � � � 19 tB 4x4= . Sx6= 145x6= �� 2� �� 26 3x4 �I 3x0= 3x4 I� � Jxd= 6x1T= 3x4- 6xe= 22 . 3x4 �I B 00 12 2930 ]49TJ13� 1-1615 10.}B 1St1-B I6 -0IBbD 23.513 �.ytl 1E-0 t£-0 �o-j5 � BA-9 59-1 0-��]-]A 49-t1 Plate Offsets X,V: 6:0-5-1 0-2-0 LOADING(ps� SPACING 2-0-0 CSI �EFL in (loc) i/defl Ud PLATES GRIP Pla�eslncrease 1.15 Vert(LL -0.71 20-21 >999 360 MT2D �9���44 TCLL 23.1 TC� 0.50 ) (Ground Snow=30 0) Vert TL -029 20-21 >fi52 240 Wmberincrease 1.15 BC 0.39 ( � TCDL 10.0 HorzTL 0.04 12 nla n/a RepStresslncr YES WB 0.61 ( � BCLL ��� � CodeIRC2009(rP12007 (Matrix) �Wlnd(LL) 0.0320-21 >999 240 �Weiqht:1991� FT=S% BCDL ���� gRpCING LUMeER 70P CHOR� StrucNral wood sheathing directly applied or 6-0-0 oc purlins, except TOP CHORD 2 X 4 SYP No2 end verticals. BOT CHORD 2 X 45YPNo.YFxcepC BOT CHORD Rlgid ceiling diredly app�ied or 6-0-0 oc bracing. Except - 7-1&2X45PFStud � Rowa[midpl 7-t7 W EBS 2 X 4 SPF Stud'�cept' y�EBS 1 Row al midpl 5-19.fi-19 - 6-19:2 X 4 SYP No.3 or SPF Na2 � MiTek recommends tha�Stabilizers aad requ�red cross bradng W EDGE be iwlalled during�[russ erecfion,in accordance with S[abilizer Right:2X45PFStud Installation uide. REAGTIONS Q6/size) 1=340l0-3-8 (min.0-7-8).12=349I0-3-S (min.0-1-8),J9=1733/03-8 (min�.0-2-0) Max Hoai=439(LC 7) Max Upliftt>706(LC 9),12=208(LC 70),19=563(LG 9) MaxGrav1�161(LC 14),121i73(LC 15j..19=1926(LC2) FORCES (Ib)-MaximumCompression/ManimumTension TOP CHORD 1-22=31ID.1-2=883/t85,23='925/327.3-0=-190/124.4'S=56/196.5-24=32/473.6-24=10/fi21.6-7=-8/440. 7-25=-10/470.8-25=33/386,&9=1P/13fi,9-10=-Di/119.10-11=8267203.11-t2=-508/139.12-13=0/27 eOT CHORD 21-22=t0/48.20-21=358/441,20-26=-239l362,19-26=239/362.16-t9=23/9..tt-18=10/18.7-17=340/246. 1 Ft7=441196,t 5-16=100/657.'1445=-53/385,12-14�8l347 \j}I I�I I�i i f j( 1-21=-428(/02,2-21=1831209.3-21=224/514,&20=308/261.5-20=-69/418.5-19=-6681380,6-19=-t189/222. ,.\';l .11�� , WEBS � 8-16=0/311,'10-16=-St2/245,1045=0248.11-15=-55/371. _�+;�� ST'^L r� ':;, 1749=476/501,6-17=222/585,847=-523/30q �= '�:�. .•,.. it-14=191/38 ;:�i. . ' " .� JE:, �i" •7Tth''> .. �r "` : cr .{',G>`' JOINTSTRESSINDEX 1=0.18.2=026,3=0.46.4=0.12,5=0.48.6=0.65,7=026,8=0.48,9=021,10=0.48,7t=0.48.12=0.39,12=0.00.:13'0.52;y1'd=0.00.75/--�021;1e5=�26,16 =0.43,P=0.69.18=026.79=0.64,20=0.54,21 =0.30.22=026�and23=026 - . ., ,f�r,f,�ary2'-'Y' � �` - v . F C%F i<' c NOTES (14-15) - L ` i)W ind:ASCE 7-05;120mph;TCOL=6.Opsf;BCDL=6.Opsf;h=25ft;CaG Ii;Exp 8;enclosed;MW FRS(low-rise)gable end zone and'C C'� .,, - Ezterior(2)zone;wntilever left and right exposed;GC for members and forces'&MW FRS for reactions shown;Lumber DOL=1 60 � . f�� i `���.� . � `_� plate 9rip DOL=1:60 P � � g�,Partiall � �y '���'' t 2)TCL�'.ASCE 7-05{Pg=30.0 psf(gfound snow){Ps=23A sf roof snow);Cat ory II{Ecp y�P�:CY-5.1 ` 1 ,- � 3)Roof design snow load has been reduced to acwunt for slope. *- �,.�etsyp�' , 4)Unbalanced snow loads have been considered.for Nls design. 5)This truss has been designed For greater of min roof live load o116.0 psf or 1 00 times flat mof load of 23.7 psf on overhangs � nomwncurrent vrith olher live loads. , fi)This Wss has been designed f�r basic load mmbinations,which include cases with reduGtions.fo�multiple concurtent live loads. 7)This Wss his been designed for a 10.0 psf bottom chord live load nomm�cunent with�any other live loads. ��� O � �0�� Continuedon�page2 - - ENGINEEFING BY � [pqTuyfNCa.p y d �4n P�+ k d�`'4D ROT55 ONTMS Al.'➢R'CLUDE➢IdIT X ILF .�NC�FAGE ML!�F]3 HEFO�E USE �+����� 0��1 p 'gnvofdfor e ry 1hNUlekwnne tasil�d sg isbazetl P�y ponp�meterssliown ^dde�rier�� ifr� tlep e�eocrgshown � qppfcobtM o(deagn paromefers ontl prope'mc ipo Mn f com o t' re o tTry. (bu'Idrig 9 a�edoreAtl���Pe anenlbrocgofiM1�o allshocN�¢mePesponsbbTMotffiebVldgtlresig�er�FO�g emlgtlozemgartlogofihe RMiTekAttille�e ..�nhmrirw.rortsvtt AN51/iPll� ItlyCMena.OSB-09ontlB6118u�tlngCOmponenl BtBSOUntlsitleRoaG . _ . .. . ... -... . _ .. �._�,,uc nea� � . � � � � . � � � � � _, �. _ a � a„ o �, � o� a m �r � O m . 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H � U.O W C � C „�'� `- � � CQ a66N N � � N C^ 0 � =e ` ' � `J- N � O a� Z 9 F= O U�.O � 'U O m�n U� '^ p �� oa� `" `o �°�`u a� � 6�� o a`� a-oi oo � m a3o � � m�` m`rc � o a aa� F- �� mo Z ��' £a� � a� a� T.°� � ov ��E � � v m� .o ��� 3 ��� oa.So a� m � � w+} � oz ^ u ooa� m�- oao �3 ¢ U o��Q o '�° I�. o-o°_ a�i � a��i o = Q �_o�� O o a� Qa ° Q� 9 a�.m�° E � o � � o � � . , � � c �- 3_°� t� 59o'.w� aa� � oo�c���m a- _ O Z OJ� p�U V �Q� ' C � .o` � �U a P avi.m=oa� c . , p '_ � I � oo` � � � `a`oa�=�° c � � _ U `1 N � CI CZ��mU� SU O s v i w Q y .. � J .I� p� �- x z Z Z'a. . d y N � � "u � f- o� .. * d � � �� �°_ � m 9 Z m�n C Q n U , . ` Q�y Ply E6171886 Tmss TmssType Job 1 � Eq-9d'It0 SPEC JobReferer�ce o �ional 'ORDERS 7 250 s Aug 25 20t1 MTek Intlustries.���. W etl Oct 1213:03:t9 20t1 Page 2 - - �p:Zz6cyVJtHDmkQfoSW[W7L�k�°'^U-orv+8aijko7�EvnKHnGD925zdqvFl�ZZkaeoZOyU9oc NVR Homes.X NOTES (14-15) B)"This(mss has been designed for a live load of 20.Opsf on�he bottom chord.in all areas where a rectangle 9-6-0 tall hy 2-0-0 wide will8t between�ihe 6ottom chord an any other members,wilh ACDL=10.Opsf. 9)Bearing aI joint(s)1 considers parallel to 9a�n value usin9 ANSIRPI 1 angle to groin formula. Buildin9 designer should verify capacity of beanng su ace. 7�1)This tdrusssdeslgned nnaccordancefw[h tbe 20091ntemationalaResidentizl C dehsection sR502.1711�and R802.102 andlrefereoced standard ANSPlfPI��oint 19. 13)Gap between1,lnsde of top cho d bearing and frst di 9onlal or�eNcal web shal not exceed 0.500 n.ign of this W ss. 14)Designs checked for ASCE 7-05 wind at 120 mph,wind reactions x 0.56 will adjust wind load reaction io a speed of 90 mph(0.69 for 100 mph and 0.84 for 170 mph).Alt other coe�Cents remain�he same as shown. t5)SPF No.2 and SYP No.3 c?n be substiWted for SPF Stud Grade material(ftoof Wsses oniy). LOAO CASE(S)Stantlard � �g�ENGINEEPIN��� I H�E I d i9n P [rrs and 1LJ�D�T�S 9.YTIIIS AND tNCLUDEP A�1TEd REFE¢ENCe PAGS#II T99 DEFORE[ISEv � . mt*w:NC ✓ fY � ommefe shown a tl fw ntlnitlualb IdNer�Broc�ingsi�own � nedors.IDBtlesigntsbased nly po p pMTehAtlilia�e Desg�nbfM�de�gnPar me� rsa tlpoper n.������i �yt¢rezpB�wbOlyo�b ltln9tl sgn��cfion tlae e00���olf�e e � . -. .. _. . o brocn foirmneN^bpzonerior9enerol9 Q _,,,, Rt85ounESiaeRoaE -- , � � � � � � � � �t � _ > .. . o di � n- c�o `o_ � - 0 3 O m � E`o w . m�c° ' a a a � rm ° o .o a° `o .°" .� �c oo r w/�� s m� � d5 cy co � _ d E o � �u c m � -!A�� 0. °'�°'� ��E �D� a:d o o � -' . n° �ou F:^ � :o ,= m `o s s cU ;O � W v�i Eti �0o c2 4' 3 � uo o= °o ov oo. -Om .�a o o� � �; �° �,7 0 � c �ay'q � A y-� 0� o� � '�' °�' � c_ aC v`o om °o o � �°c= a `oo �� p �' o'm �`u_ �Oa y O � Q °o`_ n ° om � `oo_ ny �.� �... om o.� ° o _ a„ n a � aO om ° (� U = � m nd> m� co 'o �;G �¢ °o c> a °1 � om mz o'- 'um w `o �O ° p -� o `D C oo' m� E� vm O1a o ?oZ �r �`o w`o ���� a � mv `o � � m d � EE � m fq� j — � c o..�a� o p� m � a o Q d�3 „ � d Z o 0 o c c n•- -o � n � d o a._ 5 Lq� U O o� oD `oc c"-o 2mt m °Y� 3° ti`o �-`on 5n`�O `oE `oo °mv oa `o Ev > D a� ty o0 VJ 3 i n`� ��du° a� ra° °m o�'`_o �� ow °-' o ' �o° a�iE .°'oo m� �"' t �'m t oOm `om om � O N �` � w�m mc ca n � � 2._ c_ °-o � _ .'c - � nv Qo� � c m myn o V n, � � con to `ood o -oa �� co � 2-0 �o._ oQ � m m_ �m > .-r �`- Er v O ax Fo�� vo mum � `o��°' °'m m ?m °`oa°� aiE � °1. �o '� °c oc �o o '� tn� ��o (� � � � o �°°�r d�� o`m01 n °�m.`a ?� €x °Jm o�D ^ p m� E`a `oo c o� � �Eom °o.a�°� �O i / O O- 'U '^ J n U•� F O L N nc �^ � N N � C L O � � N C - U � p� oo ° 2 �rn mE aUidm` m a-O � °`> oo mt ��� am �n-o o � u.`_ '� oo -° mEm o�� o_ y � n-�� `mY � rns E mo° my Mc ��3 noa -''o m` mm rc E�a � `oo _° mou 3 a` cd p -oa � �>o > u >�„ o u- o � m= m EnE °' u �-u °o o � � � a `o m d o o�C � j £ -oo `poo mo gm= 5 a� a ^d ca cm o� a a`o Eom no 0 on m>'o .>.o� . ¢`o �- � Ea Z„ a-oo U � oo ot �„ >j U� u a� 3�a aa m `o U oo - � mn � o� OQ � Q (V (7 N �O (O P O N t7 ^ h 0 P O 0210H�d01 -O m t `T s-e� �n Z c '-'O N ('� a�'i �� S,� � Y� s id. „ N U w " "'� C � O= _ � ^ � � � 9� d V� � I +�\ C O w LL O - � � C O C Z Z Q /�i L Ql w Oi } m Q � � d 'q . � V N � vti ��� �"_3 � T.; u� oF � � v C & C =. N � C O � LL P P C tlp[�.py��������yp�tl�/ �= U O� h O �' Q - � M I� � Wp�{0111.�sqTs, O �: W �° �` N W U �� w > NQ °' fV @ v Wz�<� E � � �Z O O vl^ c�l IL_ d a N • � T° pe��u C . L NQ LU1 Q jF K � WP w � paf�9 OI 'y� U O ^ �N N Q h^r-� �� L�w� d y � [fl N m ' W (")t").p 3 C � m p m zF 3z 0 .0 �o'?m pE711� � V � W � O �P� 4 W � �, r �� u ws Z� U a uc�iZM � u �i- Q t- m .v � s F-JW L'm Q N ^P�OJ 1�- � ^ W � V O � B-IJ N ZQJ O`L � (� K�K� aaoH�doi °a� uZ d � waza � m j . OL.0 � � Nc� .. . . `Q �`p0 .�� . OU O N O . O �� „� O C� O�C � N ? ' m � N � N C N OU'� N � O � NrOU � ,�„ OC C N_O 0 N N O N �a O O �O U`p � O � O �O OC Q'O N 2 ' C '^..L- O� .�-n Y L N C �n � u�i C N "' p m �U C �� .. 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Wed Oct 12 13:03:19 2011 Page 1 � IO:ZZ6qW IHDmk�foSW tW7LfjzkwN-orwBaijko7fEvnKHnGD212SztlqvFlDZZkaeo20y'J9oc n-x 1-10.t5 &It-�5 1S1D Ib2L D3E ]69d 3b4d 303�0 3.i- _ � 1.10.15 )4.1 ]-1-0 39-0 S14 33II 2-0O 140 0.1N ' Scak=1:]8.9 4x8� 9.00 12 5 3x41� � 6 24 Z`' 4x8� 3z6 4 3x6 Q 3x6 G y a a 3 axb� 9 3x6 i 9a5= 6x0 i 2 '° ii � is is i j3� �° r� j 6x12= �o � d 21 Z� 26 �g �8 3x4 II 4x8 II 13 Sxfi= qx4= 3x6= 3n4 I I 3x4° 6z10= � Ax6= 3x4 II g p� tz 3x4= 162L 3611d ]1Jd L10.15 611-5 tStid f V I}SR ffi48 2b9d P1B 1.10.15 S-1-f 6t1.9 6 d2-tA 5313 33.f2 3DO611Z< Plate Offsets X Y: 5:0-St 0-2-0 74:0-2-4 0-0-0 LOADING(ps� SPACING 2-0-0 G51 DEFL in (loc) Udefl lJd PLATES GRIP TQl Z3.� Plates Increase 1.15 TC 077 Vert(LL) -O.Ofi 20-21 >999 360 MT20 1971144 (Ground Snovr-30.0) Lum6er Increase 1.15 BC 036 Ved(TL) -0.15 20-21 >999 240 TCOL 10.0 Rep Stress Inu YES WB 0.61 HoaQL) 0.04 77 Na Na BCLL 0.0 ' CodeIRC2009/TP12007 (Matrix) Wind(LL) 0.0320-21 >999 240 Weight19916 FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD Z X 4 SYP No2 TOP CHORD SWCtural wood sheathing direcHy applied or 6-0-0 w pudins, except BOT CHORD 2 X 4 SYP No2'ExcepC end verticals. 6-18:2 X 4 SPF SWd, i t-13:2 X 6 SYP No2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except WE85 2X4SPFSNd'ExcepC 1Rowatmidpt 647 5-19:2 X 4 SYP No.3 or SPF No.2 W EBS 1 Row at midpt 4-19,5-19 MiTek recommends that Stabilizers and required cross bracing be installed dunng imss erec6on,in accordance wi�h S�abilizer Installation uide. REACTIONS (Ib/size) 1=315/0.3-8 (min.0-1-8),11=317/0-3-8 (min.0-1-8),19=1788/03-8 (min.D-2-6) Max Hoa 1=-038(LC 7) Max Uplift1=99(LC 9),t t=199(LC 10J,19=-578(LC 9) Max Grav1=442(LC 14),11=435(LC 15),79=7997(LC 2) � FORCES (Ib)-Ma<imumCompressioNMawmumTension TOP CHOR� 1-22=-29/17.7-2=-936/286,2-3=-346I134,3-0=-12?/206,4-24=69/458,5-24=-0D692,5-6�/540,6-25=34/590, 7-25=38/492,7-8=-57/409.&9=-460/239,9-10=-814/197,10-11=-040/115,1742=0/31 BOT CHORD 27-22=-241<1,20-21=549(776,2426=301l406,79-26=301/406,1&19=-55/0,17-18=-4&0,647=3fi9260, 16-17=-81216.15-16=81/216.14-75=-25/350.10-14=0242.1344=99/482.1 L13=59/317 WEBS 7-21=545/808.2-21=0/226.2-20=-605/429,4-20=0/363.4-19=708l432.5-19=1794/217.17-19=-535/554. ,.,\`.':',IIL'Ilft!r(!///. 577=177/504.8-17=-536/309.8-16=0/207.9-15=264/192.&15=-207/924.10.13=310/99,9-t4=5fi/386 '.:.' cjTF>•. �/• �.r. i .\�'..P�� ,..-• C�• // lOINTSTRESSINDEX "� � � �q'�'r{'f_/� 7=0.78,2=0.48.3=0.83.4=0.48.5=0.93.6=027.7=0.16,8=0.69.9=0.64.10=0.67, 11=0.13.13=OJ2.13=0.00.14 ct(t.53_14.i Q�;IiO�.15-Q�.�S�.'16,Y G�6.17 =0.56,18=026,19=0.64,20=0.40,21=0.33,22=0.26 and 23=026 _ :L• ,_ NOTES (14-15) � '� � �.,�,:� •.���'f�JV��S : R' _ i)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25$CaL II;Fxp B;enclosed;NNJPRS(Iow-rise)gable end zone and C-�: -�� • _.,�.r�f�j- ` u � EMerior(2)zone;cantiievecleft and right exposed;GC for members and fomes&MWFRS for reaclions shown;Lumber DOL=1.60 �����a i plale grip DOL=1.60 �.- �•"`'.:i d4'� �' � - 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=23.1 psf(ioof snow):Category II;Exp B:PaAially Fxp.;Ct=1.1 �i.�� .... 3)Roof design snow load has been reduced to acmunt for slope. ;� ,�` � 4)Unbalanced snow loads have been considered for this desiga . ' �� ' 5)This Wss has been designed for grealer of min roof live load of 16.0 psf or 1.00[imes flat roof load of 23.7 psf on overhangs � non-conavrrenivrith othulive loads. 6)This[russ has been designed for basic load mmbina6ons,which indude cases with reduc[ions for multiple cona�rren�live loads. � 7)This Wss has been designed for a 10.0 psf bottom chok live load nomm�current vnth any oNer live loads. _ConEnued on page 2 - , ,_ • .�Eg O 2 Z�tZ A WI.AMAG-Ye�+Iytlesi9nP°�°metrrsanQHEADNOTFSONTHISAN➢tACLU➢E➢HIT"..6AEFEkSNCEPAG&ffi�i6�335FOREUSE. pC$IE�EEXINGOY�� e�� Decgn va0d fa vze oNy willi Nu1ek conriecim.This tlesgn e ba�etl wty wo�Pwmeters Srovm.ontl"s fa on mdmtlw b�iMnB compo�»nt. Applicabilily ol design po�amelers and pope'i�apaalion Of component is mspo�bTly ol bW Cing tle88��'�ot Ivss desgnef.Btodng s�ovm � q MRek AHllleb h fa lalerol mppoR oi intliNtlual web membars only.Addifiorwl temporary broa^910 insure stobility tlonng consM1OCtlon e ttie respo�siblllity ol ihe erecta.Atltlifional peimanent brocug ol Me oveta4 zWCiwe e the resporuibJly oi Me WBCmg tlevgner.Far gee�eral pvidance regarQug �O[MCGiqR 9�M COlIM1d.sfclOBG.deWery.BrecM�OMJ bOCNg.COnSJ� ANSI(IP11 O��ily GHeria.�56-89 anE ECSIi 8�iltlinp ComponeM B1B Soundsde RoaE .SeleN Information a�aibGe trom iivis Plate IMiMe,]Bl N.lee Shee�.5uiie 312 NexanMa.VA 12314. Etlenton,NC 2�932 - � , � ' ' � � � � � � . i � , . 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W a .. � o� ^�n �O m v N � v � c3 � �'b u° � oF o o M � F t � pa � w� _ a m � � . y C Av � y = U � �` N m O �� w a N P O � �y pm�x OC1 p^7er, -O K 3 �G Z� � O K�O K O� � i'� 4¢�a�N � �' UO tzi+, O i. ��- Q. n�. Na � � pz� .rn x ad a m �y m Q �n—�-o ww [7 M � � vi O � U w'_ �w O t �o'KP 4�I1� 01 � �O � � ws Z'k�+ U Q wvi�r�i w � � ��i- Q� r U1 ^?Z ¢o � U � .-�nr�m m `_ ai� �-�-�"' �m O w o'P�o � � =O, O�S O U �°�= ❑21OH�JdOL �Q� UZ a U WPZP � m T L � `o�� c U p� O N Cw � a� O C j� d:- .0 - � � " . � .. . � C N �� �n a c 9 6 9.S � N � '��p) . ai Tca� . � o ��� coo a� 2�� � �_ oc Z ' ca� oa �`_o y m�°`o o �o m °m ° oo p� m o G N w-'_ N W L Q� �n N �n'_ N C O p) C U C.O�a O,-. O.- C� N O �- O m E L p U C O � - �' �� 6CQ-Q 0 � � � . � ���a.�` �.Cw 3U-O `p � �.-T`p0 � o�� ��om oE oom c 4a_°� Eo `o c- c °' up_��.`� . w =aOa� E �� "' aa��iQ v a�i �oo` � `"T�� �ou.4a� �� °m� �� m � a � �om =a ` .o �a p >-� � � - m m � ��`o p ° `o°Q= °= '- �a `o � `� 6a�s ,� �� a� � o.oNS a3o � om. �.'^ � >w x�OO Ea-°i � or -oa�"?`o� Q �°c� m �- 3 �aa �� Eo � c� °��-p_ m m „� a� ' y ,`_ '" � U o�X . a �o c m m o.o--o�a o a c�`ooao =a `o ° a '^ 6c ° 'Q m�°- O umQa ° a�� m �a � om3 �� O �- I�i- : °_ a� » � o uo ~ 3 �� z a4o` ��� c ao'NUO�� � � �U � �� �m Q ` o ° � (J �°.° �.m:pa= c ��+ U P, o Q (� � a 6 �j��� O le � i OW N [a � \ CZg�mU' _U J 1I � � \ O 6`� IY 1 I � O. N �/ � � \ � .`y .. pV � g a3 W /�{ � . �``� � Z 2.� ' �y � L . . 1 M Q V' F ' � a �j = W� . > t � Q m C Z m U - Q �6] � ' , • TmssT QtY Ply EG17tfl85 Job Tmss YPe SPEC � � ORDERS �"907�9 Job Reference o tional 7.2W s Aug 25 2011 MiTek IndusVies,Ina Wed Oc112 13.�3:17 20t1 Page 2 NVR Homes,X ID:Zz6ryWlHDmk�foSWIW'1L(zkwN-sTp090iUGWOWflJAv9sAaDdNct106qJrgGG9hWyU9oe NOTES (1445) i�t)This tdruss ls designled in acw dance wth the 2D09 lotemato9 al Res denfilal Codehsecfion 9R502.�111''and R802�10 2 abd�eferenced sfandaM ANSI/TPI�ljoinl8. - 12)"Semi-ri9id pitchbreaks wilh F�xed heels"Member end fiwty model was used in the analysis and design of this truss. 13)Gap behveen inside of top chord bearing and first dia9onal or vertical web shall not exceed O.SOOin. 74)Designs cheGked for ASCE 7-05 wind at 120 mph,�+ind.reaclions x 0.56 will adjustwind load reaclion to a speed of 90 mph(0.69 for 100 mph and�.84 for 110 mph).All other coefficients remain the same as shown. 15)SPF No2 and SYP No.3 can be substituted for SPF Stud Grade�material(Roof Irusses only). LOAD CASE(S) Slandard ' n W�f�.G.ye jy�'9�Pa-rzn�e4rsnndAEADNOT�50NTR15AkDfNCLUDEDffiTEKP.i.F£]tENCBPAGUTYII�T4T3BEFUNEl�SE. �ENGINEEFI�NGBpNY 1 �A _ . ��O m��. Den9nva(d�otos onlywitM1NJi km eci rs.ihlstl sg uDazetloNePO�e��onsblityhfbvldngtlesg r nttvstleadnerCBmco shov+n gn 9 qppl mbltly Of tlesg ?o meters o d p pe incorpa fion I mmpo � � �5�o e sl bL1y dori g corufivcfion a iM1e�espons bllAy of ihe � A MTek AXiliale ¢forloterol sWP �ot tlrvd al web members onN AdQfioriol lemFO �Y ^rM r.�.pSB 89 onE 9611 BvAdng Componenl 818 SounE.'tle RoaC . �,.,...i owmnneni bmc rq o�iM1e over fl ShucNre 5 Me e po bTty ol he b Itl 9 tle4gne Fo ge�nl guitlonce�ego�dng � 1 reI � A�°�+ � N � � � . > _- � . N'L � O m �Eo m , �° . ° `m vm L.� o O1°a' `m n ° 3 0 0 �p U� L 0? � � �� N L E DC N �� t N E O� � U C p y9j �'O � 7 C � C O O "C� d in C.�' � � � N Q C V ] U O �U N . � . N O O N U O �p 3 � N 'mmLL' o? Sc r° � . o� a�d � o E=� H > �= � s � °U � m ui �o � uo � n3 u u•- o_ o ay o =-pc ._ o o � o o� u � u q�, a � °-'v a�a . 3m t° o m°v na mo °`o 0o cE nt a s n m �o mr o � o � „� �a� ou m � `om _ o � c- a.� � _ �u „ Q °o �� om � `ooa �Z c.➢�- c� oa� oo � mo Q a o nu `c�a a U a - t 7 d �� � ma co 'o � 3t �6 �o c> Dd � _� ^�£ a 'om � o `o 00 00� o � 'O C 2� �o 0 o a- m �o_ � �� _a,�= � c� 'u � o- � � — _°;° co �v o� ma o 'az mL 2° mz o `oo �°°� a� a` � � m m � EE � � ° � p O mp m��' � o ° vo , ?- ��Q �� .om � � uoa� o� m � � p-d � � m nt °''> '� �s7..� U o �o�W Dao� ma 2aZic O� �Y� 3 � E� 5n ��n oa �o om oo `o E : �o ? .°' °„`a 80 Vl � i 4c �c mo -N�pco t ad O V=� m� 0� �� u o O � j �o „� �c 3 I°.m o 9 od t j p�� � ' O N 2° � m� d m � �a 01 o�-O c oo. 0 2„ o mE no mo ��� 0 2c u mto od c� N � � a-n° E� oD ro `ood o cmv 2c mo �o 020 o.E °'a °m a_°c' � mv i �'t� �° EU ax o� -oo du�d on. mm . v E rm o .d om 2 AP1 p � aa '�°'�t do °°'c .o ama` 'o �m `n_°-_ 02�0 ��`o mm �� ° � o °o -O v ��b, nm°' �d �-� o '" 'Q E �o'^ '" -o_ � _ 5_ �o m m c - u v O1 0o a2m °' n�E � �L m Hco oc °`o �£ m� � am '°-y om ° `u uo c Em a�� �- � ° o '^�o o'o >u 'O10 � u°o oi v m- m 3 E °n ^� u n�'� u� o � � o a � `o °m m n'^ �a � 7 � a._ 2._ a�o om- � �SU mm a m aE m c � n a . � QD 3 �� Z« a"OO U d00 ❑� �r �� Udp a5 �E ¢ O�. o O 00. � c� ND � NZ � m0 U � O S � p� d � pp, pQ {L � N [� V vI 1� c0 P � � (V 17 < VI 1� m � � ^ N aaoH�doi -o L �T S-OJ ul � � N W N. y �h 3� � � �� (' ➢d� U y N Y' p Uw � G N O S L h }�y .r th 9{M � Z OI �' � � � O 'O o LL O z _ y� �3 0 �Z W Q � v! � � � M ^yv� WO m V N � E t C�3 U -5 U� �S p O t�J H � vi Pjq O � � W� LL J P P . � � B p �� U �Wa � Eo o w U �Z Z � �Q °' � I �D Wm�E v 'y° `o � 3 � z'z � � r�� � � �-. rt����y<� . � c� � CZM � ^ �< N � u'P u' °i9e�7 w �q h g� .s� a m z�., Q h=�e �� WwC+tm `y p W"' ww w .. Mc��o�o ; �p y y- � O R 2� 3 C 0 .0 �O�O� Q���q� C �� 0 ���K 4� OI A � �. �'1 U W S Z� V �. W(7 W CNj w U ��- Z � ¢0,_ �.ai� U � ��nhm d NZu. �W � W mP�O ^ BIJ � ZOW �� � p�^ � w � U K(7 Qb�H�d01 �Qr V2 y U WPZP � a L � O L C O .�,� U Ol .- C N N O O � a �n O O� `p�C � N 2 O p) � x � ��' .N � ou�� _ � oo mroo �� o � z � �ar oa s`o � a�i�°o oN° � ° °' ° ° ° °Da -6'i L N L C n N . U p_ � 'C-p�wpN ' C J NO � - a� O mE L � O01 O �C=a � o �� oo . "-' � E occ, 3ua c�`a a �� � 'o oc f caam �'u - � ° ����- a� ° . �- o�- m�oa� `oE oo� � oa Eoo` � . m � o...."' m w °'� Oa� E �� '" � mn °' a�i � o `o Z �-°� �oc�i.4m �uom� �� � � Q000T. .. `o_; � oao o Eo �a � �cm � oo�t a3oa�iaa�� O a_ c�d � o o a�,,,- a"= m - -o ca.c `m: � a� x `o E �u �o� N � . o� Q ��� m� c3 m�-° °� ° Z C � � a� v� � �'� C O � ,`-�L`pN V OX� U6 � OON 00. p0 a UO�QO _a 00 -0 '^ UD = 0" N-6� � 0 V� �.-O UQU� NC� � Om� t/! z �r-> � � au� � a� u oa ��- or aa5� -o � oE o �°UC�°am �- + yC 3 U� C� O= GhNC 00'n O p) O. � O . .ao Z .. oU �m�.= aUi `q} Q = o oa U v'= �._--Oaoc � O � �`p O W m �f� � Z�O m � C � m N �" � c � C�-U �� � O N X Q� Z '� ._ � 6 - � 3 � � � ' .� Q I O„ a W � �a OJ.-. a _ a � � a m cZ mU - Q �m . . �ab Tmss Tmss Type �ry ��Y E6171805 SPEC � � ORDERS EA-98709 ,7ob Relerence o livnal ]250 s Aug 25 2011 MRek Intlustries,Inc. Wed Ocl 12 13:03:17 2011 Page i NVR Homes,X ID:ZZ6qWWDmkQfoSWCN]LfjzkwU-sTp090iUGWOWNAa9sAaDaNcllDbqJrgGG9hWyU9oe . . 161-0 "-T}p-1 313E 32-�- 2 140.15 �1145 ' ]�1 ]$] 0.11A �-io-is �-t-i - Scale=190] Sc6� 8.00 12 5 11 3s6 Q 3x6i �fi 3Y'oJ 3x8 G 6 4 � 3 3x6 i fi��i 2 8 1 �W � 1 10 Sx6- �� 14 13 1B 12 �� 19 20 � 5x6= qx4= 3x8= 3x4 II 3rb= 15 3x4II B.W 12 1Sit$ 1 -0 2}]4 31-3A 14615 &it-15 �g] iao-is p�_� 611-9 0.d ]-6'1 Plate Offsets(XyYJ: 5:0-3-4 4-2-8 LOADING(ps� SPACING 2-0-0 C51 DEPL in (loc) I/defl ' Lld PLATES GRIP TCLL 23�� plates Increase 1.15 TC 078 Verf(LL) '-0.07 8-10 >999 360 MT20 t971744 (Ground5novr-30.0) Lumherincrease 1.15 BC 0.37 Vert(TL) -020 8-70 >897 240 TCDL ���� RepSt2sslncr VES WB 0.63 Hoa(TL) 0.02 b n/a n/a BCLL. 0�� � CpdeIRC2009lTPI2007 (Mairix) Wind(Ll) 0.10 8-70 >999 240 Weighe16316 FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD Struclural wood sheathing directly applled or 5-704 oc pudins, except TOP GHORD Z X 4SYP No2 end verlicais. BOT CHOR� 2 X 4 SYP No2 BOT CHORD Rigid ceiling direcfly applied or 6-0-0 oc braung. WEBS 2X45PFSWd'E�cepC WEgg �Rowatmidpt 4-��.5-��.�'�� 5-17:2 X 4�SYP No.3 or SPF No2 MiTek recommends Nal Slabilizers and required cross bracing WEDGE be inslalled during Uuss ereclion,in acmrdance with Stabilizer Ri9ht:2 X 4 SPF Stud Installation uide. REACTIONS (IWsize) 7=390/03-8 (min.0-1-8),11=7701/03$ (min.0-2-2).8�167/0-3-8 (mia Pt-8) � MazHoa1=439(LC7) Max Uplifll=-WS(LC 9),11=-566(LC 9),8=225(LC 10) Man Grav7=500(LC 14),11=1779(LC 2),8=568(LC 15) FORCES (Ibj-Mar.imumCompression/MaximumTension TOP CHORD 1-75=30/19,7-2=-1048/310, 2-3=453/�38,3�-224/123,446=105/284,546=-76/499,5-17=2/502,6-17=6/358, 6-7=-29Y277,7'8=-547/170.&9=027 BOTCHORD 14-15=21/42.13-14=-071/866.13-18=234/381.12-18=234ld91.N-12=234/381.11-19=16/346,10.19=16/346. ,}ijjii!I)flli/ 10-20=76l346,8-20=16l346 W EBS 1-14=467/897,2-14=0236.2-13=-619/429.4-13=0/359.4-11=713/434,5-1 t=-849/241.741=715/446.7-10=0/334 \::'�``� q�i P4 r)�//�j`,. JOINTSTRESSINDEX � ` � , rT��r� ��Y J// 1 =020,2=0.48,3=0.55,4=0.48,5=0.4fi,6=0.80,7=0.48,8=a39,B=0.00,70=026,11=0.64,12=027,13=0.40,14�0.32`�end:15,��026T�`7, ci`_F .; � `�,• - .2 ` ° _ NOTES (14-15) ,,`.. ;,',n,;;,':�.1- : r _ i)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDl=6.Opsf,h45ft;Cat.II;Exp B;enclosed;MW PRS Qow-rise)9ahle end zone and C� � �7�5 ' � l �' ll r F�eterior(2)zone;cantilever lefl and right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ^ -�i .,, '`_�; -r . � ` plale grip DOL=7.60 ����j. �' � ' r' � 2)TCLL:ASCE 7-05;Pg=30.0 psf(9round snow);Ps=23.7 psf(roof snow);W tegory II;Fxp B;Partially Exp.:CY-7.1 „ �. ,yy��,,;'\�'+; , ; 3)Roof design snow load has been reduced lo account for slope. ��,,���j,�� � " ``���' 4)Unbalanced snow loads have been considered for ihis design. �i,.--r_!;�� �• 5)This truss�as Deen designed for greater of min(oof live load of 16.D psf or 7.00 times flat roof load of 23.7 psf on overhangs ;��!r/''`A;. � non-concurten�wilh other live loads. '� ! 6)This iruss has been designed for basic load combinaGons,which include rases wiN reductions for multiple concurrenl live loads. 7)This W ss has been devgned for a 70.0 psf 6ottom chord live load nomm�curtent wiN any other live loads. 8)'This W ss has been designed for a live load of 20.Opsf on Ne 6otlom chord in all a2as where a rectangle 3-6-0 tall by 2-0-0 wide will ft beN+een the bottom chord and any othecmembers,wiN 6C�L=10.Opsf. 9)Boaring at joint(s)t�mrsiders parellel to 92in value using ANSIRPI 1 angle to grain fortnula. Buildin9 designer should verify wpacity - � oFbearingsurface. � � �rO 0 2 `iOj`� Continued on page 2 CD � q¢�ENGMEEPIN��� � Wqp•Mny-Oerify dsi9n Pd°^��n°^6 REA➢NOTES ONTFr AhDWCL�1➢ED MITER REI'E3[E'mE PAGE MII.�u�3 BEFORE USE. Bli 0 Design vaM1tl for vu oMy�+t�NJlak rnrnectas 1F's desipn e bosetl orly imm Pawreters itwlr.t aM k fa an'v�rvidial bnWmg comPOnenf. � App(coD91ry of tlesgn poramerors ontl propar Ircoryorolbn of compo�nf's resporwbi9ly of buitl'vq tlezgrier-rwt t�va tlesgner.&odng shown h toi lofemi suppotl ol Ir�Nitluol web members only. Atldifiorwl femporary bmcing�o i�ssore i�ob�TM tivring coMmcAOn h iha resporis��llity ol the A MTek Rtlllla�e e�ecia.AtltlBlonolpertnonenibmcin9otiheofveiv^MC�tncs�ecc��p��'eQO��,�M�o46a�9a�e6�1BUJQgComponent 8105wrNSbeRoatl � � , , O � a � � N E N > 3 Q- _ `o „ o` � o ° c o oi � nL I ` O m . Eo � , � . ` .- `w w � m „ c 5� `m o a3 p� � m N N t� C � �O N U D ,p m S y p .p O DU« w p` � p.- � �v�i C o. 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U Do � � a�o. ¢ oN o¢ __- _ �? - v> m _ - � o " ry 4210H�d01 r T sv� �n m `c W > m a� e n.� u 3� _ y � N� �� Y~ K /7� C � V� 4f = O c7 Tv+' �� Z L n „�,,, �.- �o U Q Q Ol v � O W � _ wti ♦�.�aa o o' �O +Z+ Q � v6 3 � h b'n .�w m V ry � v � ° ° � U� w� w d v � F . � �❑ m � mQ _ j a a � � 9 0 = u � E ° 3 U �z w > N ° o° ��Tr :�9E� �m�m � •n �O � � z.= W p �n� c? n ��ll W wo s °' O m u= w VJ � 2 L'LM � �Q m d W� W � � Ow � r1 U O n aN Q L �P ^ ��! I-i�a OI � � OJ a m m y�j N Cl . a .. y^�-`O 6� �i l �^ � O Z� 3W � t �'O`�a 3�11 c � '° r � � c�W ok O o �°'� o � u �' �.x a\ .u- aai "�v z"�� a �5 � � V � ¢o,.; � � ��n�m y � �IJ �->W zm � w �P� ti 0 � ?O W Z�W 0� Q U K��� � aaoH�aoi °a� �Z � � �, w d waZa � m >. L � ' O�_S . N C � . . .. \} U c a�i ° o �° � ° ° ���.- ' °`u o C N C p J J j '^O � N Ul.�n- O p_'OC „� o� p` NZ-OU �� � 0I Z c �� oa ro � � �.o0 3�0 � o�� o c E'om [-O'itN . v � � �N O � C N > N OO OC._. o 'p�l`�O� C� �� �W QN � NCO@ �U p0 ~ CO «-O 0O , �=' NE O �� LpU.0 � v� CSa � o�� mom `o E u° o_` � � � °-°oa� .n��w � 3ua `o � °c��oo -O 4 ' C O-� C C � O�'_ N,�^- � � C � NE � O . aV0 ' � �� �-00 �00 O � C.O w-000 � � � � ° a� co�m �°-'a � ' ='�- .a m „ oo` 2 �� `ou.� a� �6oe,� �� h � aoo_ a `o>- _ oao` a � o � °- � �c°� m � �ua� � ° c`u`o ' N.N- C �.J n,d 'na _ONN_G � U OO �L Q30 � p t' p � >"- x ° E i� �o': "'.`o� ¢ a�� m ., �n � m-p z c � o-� va� a� N.°' � > a � E � ��- . o �� c3 ��aoa� o �� Eac m � � ° � w}om V ox� u ooa� m- oaa � o ? z U`o�¢ o � oaa�°i t �o = v m-o a� � �� n-c ° a'�� �a� o�iaE $m3 P O O �� • � � o '- 3 °'- Z ��o.� _c° � a�°� � oo°UO°b� .. �U C rn� wu � a "�P � a U � � N�mC �- c � o � O O Q O p O �_O�O O O � J `L I 1 UN N � � CZd�mU� CU w �/ � Q �� d � W . ^ Q Z N .. f-. C �- � d � O Q � W C « a P .. A � �" Q j� cD�_ � � � C Z m U • - Q �o] � ° , . � pty PN E61]18Ba Jo� Truss TrussType , �987p8 SPEC � Job Reference o tional OftDERS �250 s Aug 25 2011 M7ek IndusVies,Inc. W ed Oct t213:03:1'!20t� Page 2 NVRHOmes,% ' � - ID:Zz6ryW�HOmkQfo5WtW7LfjzkwiV-sTp090iUGWOWflIAVgsAaDtlNtlw1D1914gGG9hWyU9oe' � NOTES (13-74) 7J This Wss has been designed for a 10.0 psf bottom chorti live load nonconcurtenl with any ofher live loa s. B)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectan9�e 3-6-0 lallby 2-0-0 wide GII fl�h ce e^9 Su��m chord an any oNer memhers,��h BCDL=10.Opsf. late ca able of wilhstanding 91 Ib uplift a�joinl22,2081b uplift at joint 11 and 631 Ib upliR at joint 19. 9)Bearing aljoinl(s)22 considers parallel to 92in�alue using ANSIITPI 7 angla to grain fortnula. Building designer should verify cap 70)Provide mechanical connection(by others)of truss m bearing p P 77)This wss is designed in aaordance wiN the 20091ntemationafResidential Code sections R502.77.1 and R802.102 and referenced standard ANSIfTP . wind reacfions x 0.56 will adus�wind load reaciion to a speed of 90 mPh(0.69 for 100 mph and 0.84 for 770 mph).All 12)'Semi-rigid pitch�reaks�h�h fixed heels'Member end fi�ry model was used in ihe analysis and design of this iruss. t3)Designs checked for ASCE 7-OS vrind at 120 mph, other coeffcienis remain lhe same as shown. ib)SPF No.2 and SYP No.3 can be subsliNled for SPF Stud Grade malerial(ROOf Irusses only). LOAD CASE(5) Sfandard ' �ENG�NEEflING BY�� A �pp�p�Ver'tJ'�deslgn pvrametcrs a�F�D NO?ES ONTFIIS AN11 fNCLQDE➢lJREI(FEFEI�N�P���`����3 HEFOftb I15i.. � �ry N,flek conrrectas.11rs tlev n u Casetl ordy�po�W'°�^eters sM1Own.a�d'u lar a�indrvidual b��d�rc0mop�e�ntp� ' � g'wi oi com�onant a respo L�M ot b�3�n9 tlesgr�e�-rof��tl�9 ��lGiy o(M�C A MTek AMillat< Design w6d�or vse°^k"^ �o��yyobSty tlurinB comirt�cfion'u ihe rez �r�in�x.qo�l wooM ai�bua�b memb��s oM'��dh°^�'IempomiY boa^9 . __......nw.�.n2nniherezponebiTM����d��s:0���v��ral'3118ud'm9COmp eM B185ouMsiEeROatl � ' . � -� � A � i a � � _ m . . E . _ . � . . > � o U `o„ `o `m E � c o . mt - . '� m' .. . � v m m_ cmti '" 3 �et' � ai�a�i °�'�=E a m D° r � m E o°� �u .o .° _o °`o o °- �' a� o m � � °'m mo° �a �3 u u� °' � oc ao o ° E� m � r�' �°, = t o ° 30 3 P'i O �` „'� cn`F 3 � A° o m°o a� �_ °�' co`. -° m �o 0 0� _ � ° �U ud u d � o. Q �O �O � C_ T� �U pN � p pm OL �' �t � m �O „� O) � � U 7 N T� N O� OO_ Dv. C.0 C�� O � C �� C m 1]^ O � C Ji, �000 a� `O � '"3a °z on = m � o ' �° o�o ° � ° � e� .� a y� pO N— C�O a0> �O O ��in .�.it �O OI` �U� � � N =�� O. UN a a U nC OQ� O eJ O � oio .mD°1� o° a`o = o�f n3 ^'y �Z o `o`u a� a�' ° a� `y v � EE �'; o (1}�� LJ C �,_ �._ on c� �. m E mo> _.a oE vm u`o4 °;= m .°c ` � . e� 3 N �m OU �� �U �m't � �yD 3U E� t0 �c� OO. t� w� Nm v N � n0N N0 � 9:u ��.piU NO "'�'p. O L_N vU � O ��D O ON � O O E` � jO.� 'pK � � p q`7 � � �- t„ u-� �a m �o.-: � a�o `oE `oo d�o >. y = o � d'u� a�c c-o a a�° oo�. � � 2N ° � � m_ � c m� � '^m a v ° m rv a�O /It o ` 'n.`o E� o� ro oom p mDm 2� c- o-o „ �° �E .no � o ��.� 0 2� u dro � gm ,�a �+- O °o aQ�o yo mmv C oa°1 mm` °;m iP o:o °'� „v �a�Oi m� '^ vc ati v°m°n �a` oU �,� � N oo �o„��£ %o o°'c � mmo` ?c a�ix °'m o2�° °'m o= �u_° v�m ° oc �a -L `m o`m E� CTl oc 2 rn m E o�a^ ° tv n� �-o` -a m� ED a a a �o°' � �� ma � a a °m Dm >u �� :° a�£ E- a�.o`O �� o`o m� ��v n� �na �°` � � o �`o D �v�o� nd.� �O � ? a Q� ?3E� mo om° � Qoo oL c c3 oo� �o �y,a� Urn � „ � uo o mo`u 3�N °a Z ..� a'0o U O� ��t.. � 7 U� U aE ? �a p� O � � cp_ p O� y dd !L ./] (V — OI— rj o C„� O. m0 O OQ 0 >'p 1'00 h �o h O O U � O = C` 0CC NZ _ m m c�i �.j � � W ¢ tt O.N O Q h n � '_ �— P O N abOHJ d01 = P s-a �n . a C y � w > � x m �� <,� y 3 p y � U W � � � 0 c") 9SM 0 F r' •#� C` `o U� Z t n {ff 3 O o� � � � '`�a „ '^ "'? �.Z. - Q F m �y� oo � ', u� �O `° v Q � °' 6d/ a � n�.'=- � ° c� .fv- � t N [D O W Q J P �` � � Q m N ��� � O w U m U' 2 � � �o � ,.� � �< C D N O 3 O Z� W O �^ P � � � W=p eg�F � �9 � U tun K n �� � i w� w 0 � �wn�Iv.°� c . �° pJ � NO CN �n � N�. I� �� I.is�ia01 WN 0 . vJ.-..—`O pi� � Y. V O ^% W� W� W .. ("J[�J YJ� Iy w v 3,y,.,. o � b � -1��, U �W �F O Q K P�P Q�II� C - � V WS 2� U Q W(+j W� d � � Q 0 a N h � ,'V Z M W ^ PIJ � Z � KyW 0 W �QQp� v oaoH�eoi oQ= °Z ° � N^w= f � 1 — WPZP � t � � � N C �- \w C C � O Q 'p�.-. � m O . C =�_O . O C � O U� � O.� p�C j 6 U O � �n'�n� U � N� O Q'_ C . C O p � O U �w OJ Z C-O.C� � � -O � O . (V Na00 3'U O '� O�'''^ U ��C �.0 � �O�` 00 v � � C� N � � N >.pl � 00 -ON Q � �COC9_O 00 � O i- a00 �� ��C061 �U � p0 � o � a� oa� - o � � � � E oc- � oui o � xa z -o � a E u.o� � �o °--o m �-�w 3 u'o o � °��.�- W � � OmE � ° ' -°uo � �-oo Eo `o c . c � op.�� °� . � ° m �aa� °-'a � ` °' a "' � � o` 2 �4- ° S �� �000 � � O °-o°a? °= � oao a E � � n p am� ° u'° °' uom � � p)wC. ] . No' _Q . � NS 11.CN U U � � � C � � a.� K O �C� U G.: a ��n�- p' -O�� N ��NL Q30 � � �ti Z �.� ��°_-° Q� a� N- � > v iE . o� Q �� 3 a ca �D a C`ooQO °� 5'00 � o-� „° � :� c`o� U ox�o mooa� m� `oao � o Z �- � am � m � •ow �`o� � O ua� a'o ° a' � �-o oa3 O ��3or 'a �.� c aao � p � � oom t7 . ' O � .pp �� CS70= C � N � CaU�kSm U "�P p j U C �� CU C �O �U V ON p��,�N'cC O ^ I � D O W � O O � �-'_ 6 C F - p0 y � � OZ��m(� CU a � v ; w X a � „ .. " a� a �-} � a r� , ..a V !- i- P .. a Q a ' � �= J � � Z m H _ �� �U i QtY py E6111884 Truss Type . loe rmss � 1 SPEC Job Reference o tional ORDERS Eq-9B708 7 2W s Aug 25 201t MTek Induslnes,Ina Wetl Oct 1213:03:t6 2011 Page 1 ' ' ' �p:ZZ6cyWwDmk�foSWtW�LljzkwiV-0GFOygh3VOe @KLi6B�LgPq5AdW5rqXicP7y3y1190 - NVRHomes,X w.se �o-9�^ 'p38 ''�- �sw �aza zss�z ysiz zon ica y �-io-u %��-15 y�� e-w s3�x o.n-� Srale=l:]92 i-iais T"i"i 4x8� a.00 12 5 3.4 II 6 25 3z6� 24 3x6� 3x6� � ]x6�i B a axtz. 3 g 3x4 ll 10 3x6�i 11 N�4o 14 �3� 3x6 i 2 4�� 16 �5 ,d 1 6x12= Sa6= 1� � 9n0- dz6= � 19 18 3x4 II � 21 �� 26 3xB= Jx4 II 3x4 II 6x8= Sx6= 4*4- 3x9= 22 - 3z4 II &� 12 31-�a , isza xisu zssa zsse xise 1SIld ��' 13.12 }3t3 ILL 1d-0 1-IOIS B-11-15 611A 0-�2-1D 1-1615 ]-1-1 . in (loc) Ildefl Ild PLATES GRIP Plate Offsels Y: 5:0-57 0-&0 �13:0-4-0 0-112 G51 DEFL MT20 797/144 LOADING(ps� SPAGING z-0-0 TC 072 VeM1(LL) -0.0620-21 >99B 360 23.t 8C 037 VeR(Tl) -�.16 20-21 >999 240 TCLL Plateslncrease 1.15 007 11 n/a n/a Wei9hC197Ib PT=Sq (Ground5novr-30.0) Wmberincrease ���5 Wg 0.68 Ho2(TL) �999 240 TCDL ��� Rep Stress Incr YES Matrix) Wind(LL) 0�5 20-21 BCLL 0.0 ' ' Code IRC2009RPI2007 ( BCDL ���a , . gRACING ied or 540-15 oc pudlns, TOP CHORD SW��ural wood sheathin9 direcily apW� LUMBER exceplendveRirals. �ce L TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling dlrectly applied or 6-0-0 oc 6raciny, P' BOT CHORD 2 X 4 SYP No.YExcepY F>-&14 oc bracing:20-21 6-1 S:2 X 4 SPF SNd.11-13:2 X 6 SYP No2 �p.p-0 a b2cin9:11-13. W EBS 2 X 4 SPF Stud'6tceP�� 1 Row at midpl 6-17 5_tg:�2 X 4 SYP No.3 or SPF No2 1 Row at midpl 4-�9.5-�9 WEBS MiTek recommends lhat Stabilizers and required cross bracing be inslalled during Wss erection,in accordance vrith SIa6liizer Instailation uide. gEpCTIONS Qb/size) 22499�0-3-8 (min.0-1-8),71=2b4�0-3-8 (min.0.t$),iB=1859103-8 (min.0-2-7) Max Hoa22=499(LC 7) Ma�c UPIifl22=91(LC 10),11=-208(LG 10).19=-63�(LC 9) MazGrav22=428(LC'14).11=404(LC t5),19=2080(LC 2) ``tii;`Tr���ZC /�. FORCES (Ib)-Mazimum CompressionlMaximum Tension 4-24=t05/527.5-24=78/761.5-6=�49/616,6-25=7 � 2-3=-301/187.3-4=82259, ��., �� g-9=-1741223,9-10=5b61310.10-11=fi77/286,17-12=0/31 6�7=374/260, `i, ;�, i TOP CHORD 1-22=410/227.1'2"t02W597. 7-25=781569,7-8=961486. ` `r.. .�.. . BOTCHORD 21-22=<92/528,20-2t=875/W2.20.26=2911986,19-26=-291/366.1849=56/0.17-18=-QB 17-19=-5961557. ����� .'"•�S� F'�:'� ���'N. i6-17=138f230.75-16=1071289,14-15=1071289,13-14=177/512.11-13=-1751493 9 16_299I153 �!L� 1-21=-507187t,2-21=-290/441.2-20=-b681589.4-20=01370,449=-727l454.5-19=12421226. ` _, ' `',:ii .- r_ ' . 10-14=39/172.944=90I271, �°�'" WEBS '_: ,'. ^ 5-17=207J482,8-17=-530/309.B-t6=19l315.945=0/10 . �n�� 8 10=0.26,11=0.1H.13=0.19,14=0.44.14:.02$.t5N0,25:j_,i' 1f=�5�^ ,IpINT5TRE551NDEX �=p,7g,g=0.48.8=0.45, - � • �.��:!�T- Q� � W � � =0.48.2=0.48,3=0.84, 210031,22=9026and23=0.26 �, :� '.. ,;�:' � � , =026�19=0.64,20=0.40. ,,'., �. �"�`['�il:`I:' �� �� ",�:'�,"i'.. �! , ,\C. NOTES (13-14) ��r;,��"�%��� � ' �)Wind:ASCE 7-05; 120mph;TCDL=6.Opsf;BCDL=6.OpsE h=25$CaL Ii;�6eP B;enclosed;MW PRS(low-rise)9able end zone and C-C ``,`, " a'`� F�terior(2)z°�e:c�n6lever left and right exposed;C-C for mem6ers and foices 8 MW FRS for reactions show�:Lumber DOL=1.60 r ' \ , f ' B;Partialty Fxp.�Ct=1.1 Y � � plale g�P DOL=1.60 � 2)TCLL ASCE 7-05;Pg=30.0 psf(ground snow);Ps=z3.1 psf(mof snow);Category II;6W 3)Roof design snow load has been reduced to accounl for slope. � 4)Unbalanced snow loads have�een�nsidered for Nis design. ' S)This Uuu has Deen designed for 9n'?ter oi min roof live loaWhl��Pae°�5����ductionts for�mu t ple wnc�Rent INego�ds_ e�g O � �(t1'� nonr,oncurtent wiih other live loads. V{ 6)Thls Wss has been designed for basic load combinations, � Continued on Page 2 ENGINEEPING BY�� OTES ON'fN(5 AND I.YCL�DED MITEK P.�'F�ENCG PGGE�i493 dE}VAE 11�fi' I ; I _µ.q�[tU1.�G-VerilY d�9^Parnmeters m�C RF'.M N ... ^ ����k A(lillate �4�n vafd�w�se oNy�M1µiek coMe�tai:���IX 9a�on o�omoo��°��°tµinwre�oSVry tl�mf g co n^*�^'��s tle�9^arcBmcl 9�'°"'^ mibiR otboltlin de9g��-^ ��a�respwdbilfryofMz . ..rm.of tles9^P�romefers a:d p�..P�a...wv.Addmoml femC�'°f'%brocnB e tr�aGrw tles8^g.F«9e^�e�°��e re9ardoo rnf B18 Sou�WSitle Roed . , � ' � � � � � � a � E � � � Q = o-',o �, . e o � a — m � �� O m . Eo 'm . � ° m` a� °°1' «"' o o .��0^' t o . � a3 $" � �'h cME aM a� s � m � oo _ � "� a � °a� o .°_ �� � � oo .� 4� � °' aai m o° �'o �o u. u�o o"' o0 0� °¢ `o� � o o�� o ; o �U �y u . � a � ��5 o�� ou ��' m °'�._ nC �'u° `om° °O om �OC"� a o.r�- 9 ^' m �'� n°= o (� � � � ro � „° om ^ `oo_ .oy c.c �- o� a� oc � mo 0 o a am � O D . � '8 C �> �oo`o �� rn° rn 2n� ��¢ m° oi' o(jc om u= a um � `o a oo ° °' u O N- C� DN - Q Cv� .0 pq � — °; �avm oo m� ° oz m` 2° m2 `o`o`u c°' nt ° n` � m a`, „ EE c3 ° ad o a rno rn�yo u, oo _ > `o„¢ � 3 �m nm u- m o= d -o = n � a� o oi.m . �p1e V O ° �.9'- `o�O °-'m 2aZi@ °-' oy� 3o E� tv °�°' 4a £n =m 9_' d m m m En�' -�'o� � o-y ?� w ° °' ma o do „ ao ` o u .oa a »v o oa� po o E� �, > > � � � L� �COIU UC A� O. O U=� �O NB.° NC V OO CJ do ,L,i�C N� � � N O UON r � p�� Aa .-'_'o �m��p `o oom n m2� �c oo. oDO 2„o mE na d � ��^ „ -`'o� t oo`m `om �� � � O -„°x a,n�D m° mm°' � °n°' �m da�i _m °`o °m ��E _£ � �`o m°i ° m� � mtm om Ei � O o_° u„'�� cmi=' o°a�'c n ?'mo` �c €x m.m o2'�° r °-' a= E� � o � �° ° ° °� t�� m ° N ° �� n o � `o.� o c-_ o� � co o Q xo u�-� E o o tm n;g .�= o � � o � m E� � p� °o �2� c mE ��� m n�c°o c' °a m� `y„� n� 'a-o �O= u� ° 5_° a � ma am.� _ � O � m „ m>-"u >u sw.` E mo:-. �v �c � �� '-.o `mym rc u uo o mEm o�N o_ j � -oo `goo mo o ° °c° �'_ � 3 EnE mu a-u u�� o ^ c o0 00 3_ c� ¢-a m- 5 o._u dm o m _y" � c `o v m �.... mC �3En` z„ a-oo U oo t c.c c o'^o ov �od ao a o ��._ '�.Qo LL � c-] m o � �� °r �N > > oUmu a� ?ca on m°`o V �o - � a�io. � `o� oa [O P .- � � [� P h ^ ^ m O � � N aaoH�doi � L � S-�J h � C p� N O Ja �� � 1_ r N G' '�l U Y� y ho � V W C '^ 0 L h � C � M 9-fJA � Q Q O � n (/j C O w ti � - f��a 3c wZ w a � vd � � " � � wO } m Q �Y � w c o � �3 u� o= o o c�cVi - _c � F „t, � 'O� Q W 1- LL J P P G � tl p �5 U m = � E U �t9 w ¢ v o o '� pm�'�pF v `a.. �o � 3 � z.Z-, g � h� m N � �� 4��m<m � NO O J� � �� � p pw � = cu" � � .Q- a i wa w F�� rn �pw U Q yQ.N H a l(�j.-�.�p� �� Q•�� C ` � O m m Z J W� W N f�l CJ�O`O 3 W Y r"' v F- � �i w � � `�`�a p�116� c � ,o _ ' u �jw ok O o` �,°'�N n rn � �'� wx z� U O. wciZ� „�� rc�- Q� �- N .v V s � a�F �K V � �hl�m d � PIJ "�� zm p W mPQO 4210HJd01 � 00= O� O U N^wN � G.- Ua , d U wmZm � m T + ` O�� C �w V � Q � a�i`o m`o �°� o ��»- � °u o � N N � N O U= 6 C 9 p�'C � � c N � o . � c . � OO � ro� � 2 ° o� � ' o.s � � a� a�= �°,� �-`o o.� 3 �.� � o'� u c E_ � CUTLN -°° =° � sa�i �-O N � o °� >=' ° °U °a`o � .o��'o�' c� m`o °' _ nmo o>�E t000> o � �id Q � o.a� o m . � � . o � � F c aa o� 4°�u, - 3 u-o o - � °1�o 0 a- o� � oE uoa� � o-o Eo `o c- c � o�.� �.�� . Z NC � C � . �OUO Na � N�- � jC.p �-006N � w � � �.� � ca�- v � oo Z �� 'o 0 0 � �� � a°' ° ° � ° _ � °ao o Eo � a p �sm uo`u °' n3ocu °,� O � ° � °T� r'o `o '°au o« -oa�Nw '' � a o._�3 Na moo�a o � m � p `c� °'_.` " � >°' N > d „ E � w Q �-- . p �-cc cN� oa�,-`� o Q m� EQa _ �oa N �c ° '� ``tom p �m� � oo°.°a '��-°0.�0 °3 U o�Q o � � `o Q a� L a� � ."' v a��`o� � � .ab u Q� m a� � o o<n n O �- It- : e u a . �"� os a »� -o � o � � �oUC�'dm � U' no= F . O ao Z � .. °U� o>° �u a a -� _ � U v o � or` �- � v U � ° Q o �oo ���°° c � O y � y° H ,d. m oZa�m(� cU W I I � O M J (� y . H �/ 7 a � . � O ~ ^ W K r�" P .. J d 0. Q � H Q �� �� � 1 Q W '� h Cl� N J m CQ QO] . - JoE Tmss T`ussType �ry P�Y E61'i'1883 1 � �_98�Qy SPEC Job Reference o lional ORDERS 1250sAug252a11MffeklntlOslries,lnc. WetlOct1213:03:152�17 Pa9e NVR Homes.X _ _ _ ID:ZZ6cyW�HDmk�foSW�W7lJjzkwiV-wAhtlkKgElueo0A0WYR360GIGMDY0MN00pygaQdyU9og NOTES (73-74) lale capable of withstanding 119 Ib upiifl al ioinl 15,645 ib upliR ai joint 71 and 238 Ib upl'dt al joint 8. - 10)Pmvide mechanical connection(by others)o(Wss to bearin9 p �p)^$¢mti ngid p��itchbreaks with f ed heelsl�Membe end�fixty model was used n�he anatlysis and design ofd RBO'2.So2 and referenced slandard ANS . 13)Desi9ns checked for ASCE 7-OS wlnd a[120 mph,wind reactionsx 0.56 will adjust wind load reaclion lo a speed of 90 mph(0.69 for 100 mph and 0.84 for 170 mph).All other c�efficients remain Ihe same as shown. 14)SPF Na2 and SYP No.3 can be subs6Wied for SPF Stud Grade material(Roof Wsses only). LOAD CASE(5) Slandard ENGMEEPINO 6Y � WNEMIlG-Oerify d¢sign pa'¢m��RS nntl AEAD NOTES ONTtIIS AA'➢tNCLO➢E➢b'ITEif REPF.REA'CE PAGS d9 i4'13 9/bo��' I ������ Devgn vatW for�se onY"^mµiek mrnxtas:ili¢de99n's baseE°"h'��°n parometers sho�n.arW rs for an'v+QNduol bul�m m �ent. e ' n o(compw�_n16 RspWmbsh of bWG^9 tlerig�-Mt hus desgna.&ac4g shown I� �MRek Ahifia�e �or�lalero siP?�ot�.�tivol web memG�dsPO�Npy�d�nol tert�areY�°aiq to'vevre ztab'G�'b.Mi�9 conshvcibn kthe�esporebiWY oi ihe _ . . ��i�Pimnnent UrocinA ol fie overa�slrvcMe a the respo DSi4tof t�e bW�v+B desgnar.Fn 9e^e�l p.idance regwQng , __. . mvnn,u.mvCdtMa,OSB-89anOeC3116ulidingComponent B185ou�MSideROatl � . � -�..,, A � � � � � °/ = ' ' - � � o„ o m o �� o w � o= � O m . Eo d . n . _ m` m � d� c E� `m o 03 ye.� � ti„m, °'� E -a � �° t. � E o °'� N u � �c° � °`o p °, °' m� �o m n� W �yu, 02 -OC o .o u ? °- `o D�`u v . ° v a� `o 'o m uo `o � L b.W.. � °'v mo ° 3m a�° o o° °- �o ov °a am m o o�� � s o �U um u � V � � m �.°a� � � oa�i � oo= �h `c� om `o � o� oc a Qo � o � o ^ a� a � 'O C ^`�i. v`o`o �� `rn-° 0 2.0� �Q °-° �> a°�' . oa mt � �p a a u_° >c o` o� u° oa m_ c-o �om �- a w �� „s v_ �:� . �o d ��` n ud d `o a oo .� � u � p Q ao m��'w` -OO D `o � `o„°Q m�3 2° mt oa`u c°' n� ° n` � m m` � EE ��; o yr C � N w� �.o co. � . L �o � na .oE -od uom o� m �c o-d � � m a� o` rna� c q� 3 p o�W mvoc :-Q'� ?m= rn o°YD '; `o E:� Ra au-o .on so =°-' `m = °-' m � Ew ai �v m' d w � � � cmo do �aa a ram mu ti`o -d._ �o�o `_aE `oo °m-o q� � Ey >, � n� vm � . � � � �.o � ���� ��o ��n � 0.2° o `oo�. °-'0 2 �o mE no "'o dc o '^ m o v ° J � „ o0 ^, �c u m.�o � v � aa �.� oa . `oom o c� � 2. �� o� c2v o� -' av Qa � ' a� c oom `om ��c lS! �y °'� m o°5 �°o m��m o� m m m >� o._ o E a v �m m c m � � m a�_o � `o a U fi\ O o ca� o �"� am� v �y EE € � ., m vov Hv � � o m ° o � v �Ld oa� E2 �J 0 v °- u„�5� x- o °'c n °'oo r� mx 01a� o2'�O � -o= Eu �u o a oo� � �� mo 0 0 0 2 Q� m o � F a-a o t a n� N=a y o m� v o o � o`_ o �`c'_ °-m E � � � a� E m�� m a � °` '_n�- v � �� r � o - o m rn am_ „O a 'orn DmT'u m`Y °a,� E m`o° c'c °o mr d�cw` a=' °�v orn °� - 'ub c �' �m - ; °- � 7 �A `j"O O O > U >'G O U«p �0 ,3 .D�1] O N N.= L C E N N > O m C� �U „ O � ¢v � 3En` mo om_ 5 asu � °'o °' EaE �' 4 �O=u �'u o c `oo 00 3- �� z� avo o�o °'c �r � °J o a o'o Eom no v � ca o `o m a� a.- mC LLa � P U a.__ o« �„ > j U°'u a� �cn on mo` U Oo 5 ��� �� � mZ � �m a � o N �a �l �O I� 0 P � � N l7 y. h . � r � p � N 02JOHJ d01 L V 9 Sq v� W � w Z � � v � x m c,"' '3 " 3� v � � Uw � � th 94M O� 2 ' L � �Fw �� �° U Q O OI °n (EF 3 o W� p . °C _ ♦�:q w? W a � o � v I � � •� q �n w O a ' m G y� N �`3 u � °u o ��.. .o v c� v � a � o � y 4 ° � w� LL � v F ��� m Q W Q J o� U � � y C ��I�4 W �° � Q w m �= l-i I� `� ��77� �.. � Cae9=` c �L- � -o � 3 � �z o > h Q a n ��.tf� � W� F m QS Z� W �~ � O «, o J� � ° �� � o �-- '- <� � v 0 � a� a a �a ^ � °� m � a m g�.'^i m a .. �^^•� ¢� � � w ZF �W p t `±'`��°;°a � 3��� � � .a q ,�t u U' �.. o W � o N°�d' a � rn � zs ¢� � N wvZ� "�+ � a�� � U � ���� Y ^ F�-�� 1'0 W CJP(O ti &IJ O210H�d01 � �Q� �Z � U ���„� � w —'-___'— ----- n - waZo. j � � N C� O` u m O � o � o a`p � c j , 0:- c O � N N � C � O U� O C.O O1]C J N � m ��� � -o . a � � „ o Qac . coo mZ.o � �� ° � Z C r pU_O LO �`! � � 0� 3p� 90 p C E-ON O C-6.'-.t-. N Y s N �� N NG N > N 00 � �..- F O�� O� C J NO � �"� O p�E LC � � CU CSa 'C O .L]-� O O � '=' 0 O._._ p "' E OC= m na- o° m o a� o � ° o � � �c aa m 9'��'-' 3 u a `o �0 2 c�o�o y ma .`o � � o . D'='_ ` °aao Eoo o . m u'''���� m w �. � �C �.� � � � o y �c � ca Z �li- � c� -000 � N � °� �.a °�� ' -� � � a a � „ oQ >. � o °° m �� °m„'_.0 p a o'o a>, o_ » ��o o ° E ° m.L � �� °�-o 0 0 �t a3 0 � � °�� p �� � T� x° o E D� �^_ -° �".`o> Q � c� m .--.�' � a � ° ma Z c a-p V.N a) N N. � y '_ N C V . p N t c 3 C a�i �a C � a Uoo °_` - o � h �c NQ :=£oa� � o�� u 000a� o�� oao�oo J Z aO � °o- m :2 � 0 ov m-o� � � a�o ya�`u� a� a��° Eom`3 �-P4- . ;�� � ��30� -o >j� -o � oE ocoo��-o O ^ � `wc (� S.00= c � v � c�.0 � 1 � _ o ao z . � , oo� m° o�o - o ca ' �U � � c � ' � a m� p � U � 'O ON m`pD- C O i Q O Q O p O �—��� C � .J L I I uv H �" m cZa�mUSU � � �- � � w a ,° .. a � � X � z a . a � a � � � �a m� � 0. J W 'p N [p N Z N rC C Q �m i � � . , p�y Py E6171883 Tmss Tmss Type Job � 1 FA-98701 SPEC Job Reference o �ional nL W�«�12�3t03:15 2011 Page t OROERS '/.250 s Aug 25 2a11 MTek InOUStries, NVR Homes.X ID:Zz6ryW W�mkQfoSWtW�UI�'^V-w4MkKgEluBo0A0WYRe60CIGM0Y0MN00py9aQdytl9og . . . 2}]1 31-38 �-?,Z "'_ . _ 140.15 84145 ��'��-0 �.61 ]b] 0.11 140.15 �'�"1 Sralo=l]9.0 Sz6� 5 B.W 12 17 3a5 O 3x6�i �6 3xfi Q �� 6 1 4 3 3x6�i 8 n 3xfi i � �`P � I¢ Sx6= � 11 �9 ��' 20 14 13 �8 �2 3x4 II Sx6= bx4= 3x9= ]xfi= 15 3x4 II 8.00 12 231-1 3Y3-8 i-io-is an-is isn-a � -0 �ai �a� ��� 611A d'0 i-io-�s PlaleOKsets XY: 5.03-0OQ-8 p�qTES GRIP DEFL in (locj Ildefl L1d LOADING(psn SPACING 2-0-0 C51 >9g9 360 MT20 �9���44 23.1 TC 0.79 Vert(LL) -0.06 8-10 TCLL Plaleslncrease ���5 gC 0.38 Ved(TL) -020 8-10 >9�� 240 (GmundSnow=30.0) Wm6erintrease 1.15 WB 0.71 Hoa(TL) 0.05 8 n/a nla TCDL ���� RepStresslncr YES Wind(LL) 0.10 8-10 >999 2?0 Wei9ht7641b FT=S� BCLL ��� � Code IRC2009liP12�07 (Matrix) BCDL ���� BRACING LUMBER TOP CHORD SWCWraI wood sheaNing directly applied or 5-741 oc PuAins, excepl TOP CHORD 2 X 4 SYP No2 end vedicals. BOT CHORD Rigid ceiiing directly app�ied or 6-0-0 oc bracing. BOT CHOR� 2 X 4 SYP No.2 1 ftow at mid0t 4-11.5-11,T-11 WEBS 2X4SPFSlud'6cceP�� WEBS 6-i i:2 X 4 SYP No3 or SPF No.2 Mf(ek recommends that Stabilizers and required uoss b2cing W EDGE be installed during truss erection,In accoidance with Stabllizer RighC 2 X 4 SPF SNd InsWllation uide. REAGTIONS Qb/size) 75=371/0-3-8 (min.Od-8),11=177610-3-B (min.0-2-3),8=426/0-3$ (min.0.1-8� Max Horz 15=-440(LC 7) Max G2v 15=47(LCC14))7'7=1 66(LC 2).8=545(LC 15)) FORGES (Ib)-MaximumCompressionlMaximumTension TOP CHORD t45=-057/165,b2=-11331474,2-3=-389/113, .3-4=-160/141.4-t 6=194/349.5-16=-16615 6 9.5-t 7=73/573, 5-17=-8?�427.6-7=t05/342.7-8=-502l272.8-9�/27 71-19=99/314.10-19=-99/314. t3-14=7531908,13-18=t94/332.12-18=194/332.114 2=-19413 32. \`��\iil�Il(ffl;//;. BOTCHORD 14-15=-4931529, 5T'??I"i. �/�� �0-20=99/314.B-20=99/314 . WEBS �.'`a��,.:.... . +C �V ! 1-14=422/957,2-14=-270/431.2.t3-7031580.4-13=0/368.4-11=728/455.5-11=-92�/30fi,7-it=-717I445.7-10=0/3 ` � � '' JOINTSTRESSINDEX - - �� �� _ i . 1=0.48,2=0.48.3=0.55,4=0.48.5=0.47.6=0.81,7=0.48.8=0.39,8=0.00.10=026.11=0.64.12=026.13=0.40.t4 bd3.an��u-Q.�+��,-°-_ d:. '� - =�: . , _ CaL II:F�P , y�'� 1vCr:•'(;�),R,�? •: " NOTES (13-14) e:endosed;MW FRS Qow-nse)9able end zone and G� _ __ _ 1)Wind:A5CE7-05;120mph;TCDL=6.OpsP,BWL=6.Opsf;h=25$; . -���.�i,,� : p,� __ � .° 4.� � F�eterioQ2)mne;cantBever le8 and righi exposed;CL for members and forces 8 M`NFRS for reactions shown;W mber DOL=7.60 i-p- ; �. plata 9rip DOL=1.fi0 � B:Pa�iall 6c CI=1.1 '.i ,; . ='� Ps=23J psf(roof snow);Category II;ExP Y P' � � 2)TCLL ASCE 7-05;Pg=30.0 psf(9mund snow); --�; � 3)Roof design snow load has been reduced to acrount for slope. , _,; ,� �i%r. � "+c.'• � 4)Unbalanced snow loads have beem m�sidered for lhis design. :;i��f �!�• ! � r� ! - 5)This Wss has been designed for greater of min roof live load of 76.0 ps(or 1.00[imes ilat roof load of 23.1 psi on ove angs no�ncurren[wiN other live loads. 7)Th s tmss has been designed for a i QO p a�ttomnchord live load nooconcuRe�'�+'i�any olher live loadse concurtent live loads.^ kr^' g)'This tmss has been desi9ned for a live load of 20.Opsf on the bottom choN in all areas where a rect�ngle 3-6-0 tall by 2-0-0 wide vrill fil beN+een the bottom choN and any oNer members,with 9CDL=10.Opsf. ��� O � 20t� 9)Bearing�at joint(s)75 considers pe211e1 to grain�alue using AN51/TPI 1 angle to grain formula. Building designer should veriry �rapacity of bearing surface. Continued on page 2 p(�ENGINEEPIN��� B{!0 A WAFMN6-OeM1fy tltai9n P°�¢met¢rs and AFAD 1�OTE5 ONTXIS M'D tACL11DL➢HITSH A�FERfi1KE PAC5 MII.'!4]3 BEFORE ' � I �1 withµTek comactm.Rh tlesgn e bozed onN�0°^P°�°meters shown.antl u tor an�i�W�tl 9d���Bracirg sFwwn A MTek Pll�lldle p¢ygn voGtl la vse onN I mmporient's resportabPM ol Wld(g tlesigrHx" n p me rezportibilfiry o�me /WPticobdNofde%nP�anet�aMVo��P°fQhO.^O ba to'ire.nestabShtlum+8cons5nicTo 'o fa lateral s�pPOh of inCmtlual�o members oNY�/`�'�iono1�B"'''O`°ry � � EEenron,NC 21932 . C bmcing.conwtl ANSI/Rlt�oa�i�y UH'?d�v.DSb09 antl BC511 Buldn9 ComponeM 818 Sountivde Roed P.wrtor. Atltlitanal ptvmanent brocirq ot ftie ove�a�sM1�cture u iM_�eNOwbSRy of iM1e b��^9 de���'�9e�a Bu���e��or w� _ • � � O >' ° � v _ m E > , fl- m a„� m a �� o m �t � � �� o m . m� . m` m � mN c ca `m o` ' 03 I � d�m m`r � m � o m` n � .0 5 0 o u� _ � °'� �,E a '_o � � c °-' � °� �_ c � v Q o o �- � m„ a m � rn m�+ 0 2 5 � � o � . o` a� v o m c o � u � o c t � � mm a`io ° cD n3 � �� °' . `o � ati �o E= N �O � � � t r o ° 3 0 3 � . O G �- _ O N � D � ._ O o � t Q CU a � ��� ��._ ou �� a° v° v na c� oo a � m ^`0 3 0 � u � u t/1 V � � m �Om �� oc�� � pp- n� �� om oo ° m -°t ° o� � m m m„� �05 c �I � � Dm > p� �O c n3a pZ �D N� �c o'S °C C p�� O � o �d .0 "`�O }+� �C `oo m-O °ti am °io. rn 2'oC ��.QC m° oi�'-. °c�� oaQi °'= n um °" a ° a� ocan $ V O a mo a°�y _°o° o `o > `o �¢ m'3 �° dZ a`o`u �OC �°i a= ° n� m m � EE �..; o � U O a DDQ� .mD '�v w o°.a 3o EE 9m o.°� �o mn mc oti £ � � m"o a.d .� � 3 m �,� := ya � - Q =� oa �- �°' m°� v � < �� v �� � O � � c ncm� mo ta`o trd �o Da �n�O o oa� o0 0 �� � � a� �a� S u v.5 n `o � �d.- ov u E `o o d-o c d ? u a _ a � dr� m mc cn � o=-O c oo�. °'0 2 ° �_ ' m` Nc �� ; '^ m o a °v iai op (� � 'n� : o� £o oo_v y � 2_ �_ p-a '" o dE no �o g� p ?c u d.co � gm j� c� '- ax Eon�O v um ° ��m c mn `o c2a o� - ' n�o orn „ ' m t oom `om c`c @ O o a a o d.� d � o n� E m m r_ .o o °m m N � _ m m_ m� m m m n � o o U O o_ , �c m a°�.m r Ey E �u �' -o = m � �`o :� `o ^c `m om �2� w' � o0 o� a'�W �o u°m-2 .E o � `o '�"� tm o,m o�o ��a m� Eu a� c o0 0 ooc :tn� mo d � 'aa am � ` `y ��t °� a�o °> `og ms �„` n�O �a� -05 t ° ° �° D � °m nm� E ' � 7 � 'o.� `000 > u >�-�°io E uoo m0 '^ c r'3 �on -''o dw.m rrn °- �u uo c Em o�c ^O a � <v .- 3Ea z-°„ a�`.ao U a.00 o� �� � 5 °vo o� Eom ao ° v c �a � ° �v � a�� oC e_ O - - ni ,� o U u dc ?ca on 'mo� o on m>a �>ao o� — �n ,° ^ w a o �� o U � 0 5 �m `O �a.^ m G - ri O Q __ � ^ � �--� - o aaoH�doi �— � � s�� � v p. � z P_' X N L� D.°y U 3 O N ��` �- N L/ C o U W � � p ['J 9-LM �� = v� . C� � U� t ^ I„�y 3 � . �LL � °' O � � _ C � < � � � ~O W a C Q � u ' S1/ U Q �l m 'V <V � � W � � C� in O s� � P a � � F °� � N m = w Q '-� J � a R A W . � � w U �l9 2 Q v � � � � � �x � (� � cv O 3 p z� ° o `n Q a N � � w� �d ^ U ttm � n �� � n w� w . � � ow��-g`� .i�.°d � �"' G d °' �-i�W rn [° � O m W j w N W . (`J C'J._�O F�� W w� C �w � n Z F K v� ._ �`O �� d �W � � VJ � � u �, U wi Zw U� a "�'Pwcy ¢�'I� rn � Qa aw �- m w�Z� c s V W ^ ✓1ZW �W � In �(TN� W PIJ oJ 2'-� �m � W � 'YO aaoH�doi oQ� °Z o � N°w_ � Z � � K M — . 1l - W Q Z O. A L � � 4J m � N O �+"c-'C C N � � o N� � O � �j Q'� c " C Xa ' p .S � OU� OC� `pl]Cj '� U O Z � C'vr L U � OJ� O p_'p � �i C O p � �'O U � j �p � � � a�°i�'ca� o�° £ ° Y m �°o o�o '°-° � o � c E- o.� o� w £ �� N m � a� > m oo aa� `_ �o�c�-o 0 0 �`o � Q a� o m�� a� � o rn �U ° a`o � o� a� om O � � � � � � oc= toUC oH Sa � �o � oE uo � c o °'-om .n'�u' 3u'o � � °�� 'u °'� O� E � ° � -°`uo '-�'ao Eo `o c- c � �,=.��o� . � � a� c a� m_- c �a w c � � ��- ° 9 �4 � 000a� � p °-o.o° > o`=, � o - a a� � oQ Z ��� p �.o � � om.�, uE Q= 9-O `0 O E p U O S]L N U U'� N N O ' J ❑ �� �i,' z° ° E� u o� aa�,°�'= �- o. ?� ooNt a3o� om�`- Q �� � aac � °� a� `�''� C ov � � � � (aj °'c �`o a�cc3 c�-ooaco U o o¢ o °,� i $o a � Q� _ a'. :=.c o a� � `o x� � o 0 o m` o�w `o na � o Z �_ ,`_ � O. m ; NU od N� `" N -� V� p-a U �-w� U-p � �� � I ti 3�� � >>C :p O�-p � � C C � O m �, _ p NC U� C� O:� Cu� N � C�U�`dN Q - o �Oa Z - � , oo� mom U '- ° ' U �° °- �.m� �'Sc a O � ow H �- m �z° °' ��ao om�_U Q � � I � 3 W ^ Q � N .. d d N � Q � W C �d � � ~ a � �_ � W 'O � 0�n m C ? v�() ptY PIY E6171882 Truss TyOe Job Truss � � � � COMN Job Reterence o lional OROERS„ EA-98706 7,p50 s Aug�5 2011 Mi fek InausVies,Inc. `Ned Oct 1213:�3:t5 2011 Page 2 �pgi5��+.NltiDmk0�o5W�W�LfjzkwN-wahdkKgElu8o0A0W�R868CIN605xM1(90pygaOdy�9og NVR Homes.X 12)Designs checked for ASCE 7-OS wind at 120 mph,wind reactions x 0.56 will adjust wind load reaction lo a speed of 90 mph(0.69 for 700 mph and 0.84 for 110 mph).A� other mefficienls remain the same as shown. 73)SPF No2 and SYP No.3 can be substitu[ed for SPF Stud Grade malerial(Roof Wsses onty). LOAD CASE(5)Standard � � I ENGMEEHIN��o LUDED.MlEEFSFFR=AG:PAGEtLt]4�38EiVftEUSE. � . �e<rs untl rzE�➢NOTES ONTHIS ANO� �ornponent � I n w�M�_9�JYde^L9nP°�° _^^ . � �pme18R3M�^T1.Ontl6lttOn�ndMtlWlbvWvg l qMiTakAi111101e Br 9 ner-not hus tles9nu.Bracirg 9w'^^ p¢ni¢�esportsibi4N oi bvildln �49Ca���fion¢ihe resporisiblllity ol the cezi9n wGtl for vse only wifM1 p��kand D oPe'�°rP�°tj n of comP�y rv�cv5 to Insoro Nabiliry tluri�9� naneml guidance reeartllnp q�0��y itle 0.oa0 � • ' , � � � � � A e �r � a - > E o� o wv �; . o 03 m ��� ' a ' � .n n°' S � °- � U� ° n � °' � � � ` p . 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V � u': v�oc °�v 2mt � °Yn 3u a`o a =oa $E `oo N-a � c � � o aom r � o�� Ns 3 � n� �`m� a5 t„a ° u2�o �o �a° m� 2�_°o a�iE Do `o �� 0 2s � °�r� `od '� N > p P O N t '- Oi � O O O U �U "- m'�N NC C� � �`J �� C ��O n ` '� - J 9U QOI C N NN� � E« � o � - � 3c�a �o `ood mo[n �- v � c.-n `o._ oa ._ m a�c vm > tt oa� �- an Eu°-o � ° omm mm ^ �' �° o` m mE �°1. �o 'w ° o � a p=�m t�� a��a � O ox o.o� �o m� m � on� E ' m Nm coD Hm .o» Eu v� o o � oc o^� F� � � O � wamo dc� n` `m `m gE� � c mx ma� 02�� ^o` m� -o 0o c �0 3 mcm av'- „d 60 .u �.�� u_ od� n do o .�m n:` �- O ai m -oc rc o �_ a � d � � u o v � o o a x o u .. � a-o� a x '_'n- a m �n-o o�m o._ '� u o c w E m °u 5 °_ v � � o a2�o� `mY ��t w noo cc °„°c �s .n �� �o `mdd t � Ea � `oo _° ou 3�a t� a�. E m rnm '"�3 0 � a=._ �'_ o `o u� v rnN Q 'O OJ �..m?U > U >'n O U�-O . y° ry � d E U U U y � C 4 p p . � j � 0 2pao � o oy_ 5 o�u ms cr c�„ o �o o-o � ° n on 'o 0 oa - „ �° u'��OC � mz � ¢`0 3EB z� 6.'ao U doo o� �N > > V u a� S m `o U oo - � � n mo� oQ O o c�i oi d �ri m o lL O N (�J < h �O (O P N aaoH�doi v s � s,� � v � a 3o v a�i �� '>� � r� � � M � N� Uw t n � V �Z 2 rn � �y 9SM � U a K Q.9 �o o w ° - � ,�-. o a � 3 � k O "' m Q � < °' � p� n J� > V N U! n M SN m � �,/ �a N �4� � 3 U ; u�' W" � � P P d � �G.i 4 �: W Gi'/ � N (,�./� Y N O v� LLJ O �Z w � �Q P fV � � 4z&�� W �e W�� . :Q � 3 � Zz u. � .we . w � �� a � Q p �F z y o, � q� N = ��yN� � ^ Q y N Qi �d Q�' v1 Q in.-.-� �� Ww� N �ry U m �;� my w Mm-o,a 3�II�{ � ..�6 d Z F 3 z � t �o",�a 4 'rn � 0 O O N Q O � u t�u, °ZW U a w�iZr� y 'O � 't' zr Q� � m -v v m � U °= �v��o� �- +� v�Z� oem p W mPVO � � aIJ m =OJ O� O U r<�w^ 4?JOH�d01 OQr UZ 6 U WPZP N � C OL� O U 01� C ,T L i � a� O � C ] . � U O % C w N- O C� O� C J N � �� m �h '^ � O � C \ O U'� . C� O � p�U C E-O N C �"O - �U � �p N �C� O O N O N >� � �U � � O J L p� L�„ Y L � C � N � OLP CN C=d Z C � — O ��.:L a�i c�� �o � � a`�i E° o °iw 3 °u�o -° � °��o 0 "o� o.� o�`- a��-"' � � c� °- ° o � . g �ca�m 9'U .. c- c � � u.� a> Q � o.mom oE o.4a� C O-0-� 6 Eoo o � �.n : oao �g � Z �:aa._n � o . a�o v c � co Z ��- o �O °� a�i �f°`coo � W � C NE, N� � NQ 9 N � OQ O >N UUV � 0.3� N0 � a ` � U 9L N-� p 0 NS v� �� O 0.�� O Q�.�. " N O ` 9�� �« -O N v�i� Q -O C� N ^ 3 ��O C d-C O o Ea� � > N � E � c m�- . o mto � o�.� oo,�opo o �mmQa �mm �� � o � .= co� p ° aa� ° n'� o a� a�i °co °om`� Z �� Eac . a -o � QC = v �'`o�, � J � � � aaE o � oU(� oa � a U`oo¢ o �d °o. a� � � °u o = � 3 °� V, �L'o_ c=a� c , oo"' o�oo�.0 V� Z ��- �- ° • WC Z ' CUCC �C � Q V O 'O O � OI�aOC Q � 0 C � V OOO ��� J`v� 0 Q ' v � Q C Z��m(� CU ..� U " � ° u+ �- � o � U y N � y ^ r m i \ O � ^ 3 w X d' f1 � � m� N 0 a ` � � Q � Q W C Z m U � M' C� J O] Q ��l I Jcb Tms; TmssType ary Py E61]1882 ORDERS E4-98�06 COMN 1 1 Job ftefererice o limai NVft Homes,X 7250 s Aug 25 2071 MTek I�us�nes,Inc. WeE Oc11213:03:15 2011 Poge 1 - I D:ZZ6c�NJtHDmkQ(oS W t W]Lfjz.kvnU-w4MkKgElu8o0A0VJYR868CIN6DSxMK70pygaQdyU9og H 53-15 10942 1639 21-]-8 -6 2 � 11i S3q5 5-513 � SSt3 5315 fli . , " '_ _ . 4z60 Smie=1:]]B 5 15 1fi 12.00 12 3x4 O 3x0 O 4 6 4x4/i 4xA\� dx4// 3 ] 4xa O 2 �p � B � 9 �o 6x8 II �� 1z 10 13 14 6xe �� 6x8= 16312 I 21-0A ' 16412 10.31Y LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLA7E5 GRIP TCLL ���8 plztes Increase 1.15 TC 0.36 Veh(LL) -020 8-10 >999 360 MT20 197/t44 (Ground Snow=30.0) Lumber increase 1.15 BC 0.71 Vert(TL) -0.45 840 >573 240 TCDL 70.0 Rep Stress Incr YES WB 0 90 Horz(TL) 0.02 8 n/a Na BCLL ��� � CodeIRC2009/(PI2007 (Matrix) Wind(LL) 004 2-10 >999 240 Weight1341h FT=S% fiCDL 10.0 WMBER BftACING TOP CHORD 2 X 4 SYP No2 TOP CHORD SWCtural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHGRD 2 X 4 SYP No2 ' BOT CHORD Rigid ceiling directly aDPlied or 70-0-0 oc bracing. WEBS 2 X 4 SPF Stud'6ccepC MiTek recommends that Stabilizers and required cross badng 510:2 X 4 SYP No.3 or SPF No2 be instailed during Iruss erection,in acmrdance with S�abilizer SLIDER Lefl 2 X 6 SYP No2 3-9-77,Right 2 X 6 SYP No2 3�9�11 Installation uide. REAGTIONS (Ih/size) 2=8i6/0-3-8 (min.0-1-8).8=876/0-3-8 (min.0-1-8) Max Herz2=47'I(LC 8) r.�x uPimz=ao���c s�,s=so���c ia� FORCES (Ib)-MawmumCwnpressioNMaximumTension TOP CHORD 1-2=0/22,2-3=-886f368,3-4=-796/396,4-15=-709/426,5-15=-608/448,5-16=-fi08/448,6-76=709/426,6-7=796/396, 7-B=-888/368,8-9=0l22 DOT CHORD 2-11=-27fi/573, 1142=276/573,1042=276/573,10.13=-104/573,13-14=104/573,8-t4=104/573 W EBS 4-10=244/403,5-10=39fi/625,6-10=244/403 JOINTSTRESSINDEX ' . 2=076,2=025,2=0.25,3=0.00,4=026,5=0.45,6=026,7=0.00,8=076,8=025,8=025aod10=0.80 ,`\�:�,l�.li;ili(iry� , NOTES (12-13) :�\�' \. C�(;4- � % 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft;CaL II;Eep B;enclosed;MW FRS Qow-rise)gable end zone and GC ,�`,;: 1'� ?�r� ��� ENenor(2)zone;cantilever IeR and righl exposed;PC for members and forces&MVJFftS for readions shown;Lumber DOL=1.60 `+� .�,'�' ,.•"� �'" . �:-� ':� . . . •�3T_"�,;r. ' „ � plate gnp DOL=1.60 ,_ �._ .��.�:t -�P.r, ��� 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground�snow);Ps=17.e psf(roof snow);Category II;6cp B;Partially 6cp.;Ct=1.1 : .�`;;�: �� -� �_; � 3)Roof design snow load has been reducetl to amount for stope. _ ., _ 4)Unbalanced snow Ioads have been wnsidered(or lhis design. l . ,�� =f";";f)):,�:1 ' C 5)This Uuss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs = ' '��'""": . .. - �-' -_ �1 �����l I L'.J� � L.i C non-con�unent with o�her Gie loads � '� : (i� _` 6)This wss has been designed for 6asic load mmbinalions,which indude qses with reductions for multiple concurrent live loads. � �, , „}�:'� .� '� 7)This Wss�has been desiqned for a 10.0 psf botlom choN live load nonconcurrent with any other live loads. �'�,�� '•��:., '``�� ' `^`�``��� B)'This truss has been designed for a liveioad of 20.Opsf on Ne bottom chord in all areas where a reclangle 3-6-0 tall by 2-0-0 wide -",1;,.I � will ft befween the bottom chorti and any other members,wiN BCDL=10.Opsf. ' ��'`�:"�' 9)Provide mechaniql connerlion(by others)of truss to bearing plate capable of withstanding 307 Ib uplift atjoin�2 and 301 Ib upliR ai ' ��� ¢ joint 8. 10)This truss is designed in accordance with IDe 2009 Intema6onal Residential Code sec&ons R502.17.7 and R802.702 antl "��+'�"� referenced standard ANSIliPI 1. N)'Semi-rigid pitchbreaks with fized heels"Member end fixity mo�el was used in the analysis and design of this huss. _ � Continuedonpage2 �EQ O 2 Zu�C ' � AWAI2lUNG�VerifyderignparnmeLerSw:EFSADAOTE50NTffiSI.NDINCLRDEDdOTFAA.'°.fERENCEPAGEMII-�4]33EF0'MVSE. [�SIENGINEEflIN��� Qg� Desqn vofid Iw vse wJy wil�A4iek corviecfors.Ri¢tleLpn rs Cesetl orJy upon paromelers Yw.:n,oM's for an iWr+itl��l GiWm9 romponenf. Appf obTry ol tlesgn paramefers ontl proper'vicapaafion o�camporienf e remowb�iN ol Wdd4g tlevgrier-not hvs devpr�.&ocvg shown � u lor loieml wpporl ol inGvitlool v+eb members only.Atltlitioml temporory bradng to i:ssura sloblM tlurin8�oisstvcflon ufhe re5ponvblFry of ihe q mrtex nttiiiata eredoc AtlQiiional permanen�Gacing ot Yhe overall sfrvchwe h iM1a resporuibliN o(Me bu�GnB tlezigr�er:For gene�ol gudanca regordng fabncotion,qwli�y mnhd,staoBe�tleli+ery,erecfion ontl brocing,cotssvH ANSI/RI1 OuaIM�ena,OSB-89 and BC511 BeOtling Componenl BI8 SouMxide RoaC Saleh��Farmafion avoilaSle hom i�v4 Plote Vssiih�le,JBl N.Lee Sheet.Suife 312 Ne antl�ia.VA 22314 EOenbn,NC 9W2 � , _ . �,t � S '� � � .�. _ � E_. �. m o„ o v o �� o m � �= \ O .E�o ' a _ .`m m °' m.� c �� `m o` 03 d'� � Oim Nt.S ��. m0 N 'O 1] t] m .t � O D O �U N L N dr I -t- 01„°1, �-E v a � � m E °.. � u �� � 'o p°,o `o. �" ' m „ Pc r (�' y �a o�� o 02 .'03 < to °' ' `oc °a �o E� ai o � a� `o o' m uo 3° 3 W� � a� mo ;� � p o o�p `o_ �o pm oa `o� ,N �` o'� 2' € � °U . ° w � �. � „o' o o�' N o `.t w m c._ a a =u o m �o o aEi D� Q `o w � °� m v Y n' o U J .N T� N O N " O�p_ - �C.� C._ . � � 9m:� aa a c „ 3a oz o� �� ° �� �`o'� °o � o�o 0 0 o a� . 0 � � C `oo m-O.E-O `�-om a'n oi 2�oy yr d° m' ;o(jc °° u` a ua� � o ''�-o ao ooi � � � � 3 c a..��r� a p v� ° o z �o �' ° �.e° U m m °c t �.. 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N m N C W �L U m O p�j � o N.O a00 C� . ❑'_ C � N p� � C ry a U y� O �.11 �a`.fl C j � j � z � 'ca� Oa � o ry n'`°.o "' 3.0 `o s 2,:0 � �'_ �o °� `c-o-t�a� -°.y =N a� ���o o ��o ° o � �a a� p . ��,-. � Y tm �� N m � a� a� o0 o �w � �6C4� OO �O � �'� p �'C� � C6m CU � p � � O�U N O N O C �.i � � Q.E_ O G w 3 O B.` O j ��2 2 Z .-.9 b � U O}J e O -6 N .Q'U _ �'O O C+- 0 6 . � �a � N � C � ' a�U O �� ���� O �T O p p . .O U��U`N N N p Qo`O° a o.°� oa � o E � u° Q p ',�'- ° v° � �mo°'� �� �. o a� � cQ� r+oo �-o� ��N vm°�„°'� a. ���a oo �� a3o � om�`- � c,� mQ_o � � � �.� m > v � Eyo� Q m� .o m � 3 ��°aoa�o q �w.� : o � °„ � :=�`o� U ax� u ooa� mm`oaa � o Uoo< o .� `o- -° " QO - � ma� � �� ° a=s �a o °3 z �- ; °- °� � °-' u am r.3oa� � a �.aa D °_a.� o � oo�j`n_o � � Wc U' � .flo:- c � N � C_U °ba� 1- o �70 � C 60N �p��U ' P " C V n Oj' (� 'O.O � p�-� N� � O r I � oo w � v° p`om'�aOo ,' � a � � m � oZaom��U Q , - m3 � x Q y y � � ae r- � 2'� a a � a � W � � a .. {� N LD� ♦ J � 1 J W 9 (n m N I : � C Q �m , ary P�v esi�isao Job Trvss TmssType , 1 tp,-98�04 GOMN Job Reterence o tional � ORDERS "!?SOsAUg25201tMTeklntlustries,lnc.WedOCt1213P3:t32011 Page2 �- - - ' 1D�.Zz6cyWtHOmkQfo5WtWlLljzkwU-�ZWefzOHu4BSVRD6e3nG21PuzuT95LeeTMkyU9oi . �VR Homes,X t2)Desi9ns checked for ASCE�-�5 wind al 120 mpn,v+ind reacfions z��56 will adjust wind load reaction Io a speed of 90 mph(0.69 for 100 mph anC 0 84 for 110 mph).Al other coeff�cien[s remain the same as shown. 13)SPF No2 and SYP No.3 can be suhslituted fo�SPF Slud Grdde material(Roof[russes onry). LOAD CASE(5)Standard ENGINEEflINGBY -. .*.rs�vad StEAD NOT£5 ON T3I5 AHD tNCLUD O MITEAREFEXENC-PAGE A(II 73 HE OaE OSE. ��p���� I . N . _ and u t r n nd�mtlu I b b 9 o Ponent. �m � W�rUrG p rify d .9nP°� f&OC 9 00� AMTekPXiliete pezi litl io ze o �y 'iM1 Mlek connectors�¢�P�n ot component c rt5porwbTYsof b tllrg tl gn r 1 os dm9 re po ti IIM ��he gn va NY'Atldrtwml temPa°�1'�°tin9 t s� �ob�iry d�'n9 c rutrvc Aoo�icablM oi tlesgdPammeters h memb��s i M builQui9 tlesig er Fw 9 ^e�°�9 d ° � 9���9 _ .a .. �d Comoonenl B1B Sounas tle Road �n . • . � � T m � � � � = � ' �; °�_ � -�'��� E o � o °c'�o � `o 0 3 \ O � � E`o m' . ° . � m m� Y=' o o. u m s .a ai a._ I A°� A' �N d s�E U � �O L � E O � �n U �c � 0 4 O � j � U C O Q t � N �V' md`� 02 'a � r �� °' . `oc Q-a o.o E� N � ` � = � ` �U 3 � °� y`,�� .j °'� m � ° 3 aDi� ��O o ° ° ¢a �� °o. �a � E a.c° a �m n � � m N � � o � U = '^ N T a 0 N � �t �- �C_ ?'C O� O� ��'� � N O �. 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'� � � -ap �poo mo a`�oo V a.00 �r �� c� amp a-o � °-n on m� � oa � „ �° a'�°c � mZ �. ¢0 3�E�n` z� a.� �� �� U u a.S `o U o o = .�m�¢ � /a o� o¢ !� l.l �(V [`J V h �'1 W P � ._ N l7 V h j Q � � � N ObOH�d01 v � L � S9J � � W � ai y �^ '-'O � v � K� �� ➢'� U Y N � � . � U w ^ ,.> cN Os � z � F1 i ` p [h 9SM b V K � m 1� °4�� �� �LL � K _ a� . '.� 3 � W= W Q , � ti� y � � `� ^N WO m V N � � L � � � � ��i o� WS � e v �c� � C p�0 W P P C B � U � C� N O W Q LL J C7 I� � � � a C N H W �U Z Q 'V O � �'( ,pqy Q.r�s W � � �� � UC �? p � �Q � fV '��ll. @�6/ Wm�F � �O 2� < �'�' 1L C ^ V F�°° �w a K `(� � � crn% . G � '^a- ¢ a �a w O � �� m � U O QN N H IIJ�r.`O �� Ww W 2 CO y�'jN m ' W .. (hf7�� � N �° � o m w� �� o � ��a oEie� � �„ ,�'o � u O `o r<o.� a 'rn - �� �"' °2w U a wri7c•�i �•c+ ..� U . �r Q r- N .P � Y � �o � U � =h r�.m ,m_, i.,�z�i Ou, � w �rjO��O � ^ klJ �� mm � � z�w �j o U �K�w:- a210H�d01 �a� Uz a U wo�,zm m '�,' .� 5 . �-�� o U OJ � K C.� ' p a O O ,C j� . O'U O - � � � .0 N � J �., O C� O Q C � N ? ' p> � . � 6U"- � O � UJ.Z'OU �N OC � V'�O L O � � O � a�� O O V O N � N � O O .��6 N z _ � > :a�.c`m -O� '�� y s � � "' � �` a� �`oo� �U � o° o °�c °� o o °' ° � � a� E� � �w 3 °�` � � c°�-� o �� a._.Q-a _ `o � � � ca_oa� 9�u �- c ° `a�-.- � °� .. s`t- o� moo� `o E uo � c 4-o Ea `o � °' v o�. °� a� . � a�ao`,N� `c° N a�`o '� �� �ao yn`- o � oa ;o °°�� j � a°' o`o-T: � o> � �o`oo a Eo �Q o stv-o oo�L a3o ��o0�0 p �°�c °>.� x° o Ea�°i� o� -°��"?.m Q �.��6 ��� 3 ��� o���o z C N � O_-O p N N N.] C p � �L� � U .d X j U � O O N ._ U D O-� �3 Q m.` EQ� oo � � 60 ^ v �ro.„ � O uma-o � Q`u� m � coom.o Uoo¢ o I aa� � a� � -ov �- os a >.55 -o � o � o �oU�� � Ce3 2� .-� _ � 3 t9 �.Q o:�- c � � � a o� o � O �' � I� • � o � - .. cUco�'_maui � _ ca � v o � oi�DO � � q MQ . o � Q �n\ o a`o a���'S� o � � � � fl oo � � � CZ��m� CU . O � e v n� m \ \ o o ±n CS� \ � � .. v3 w �++, h a- . g� �- x �� � � � Z'a o; .. � y * p� Q �y. F V g �_ m� �- � `� a u. a Z �,,, . J' m C Q ❑0] Jo� � Tmss• TrvssType CI�Y Ply EGt71880 [A-98]04 COMN � � ORDERS Job Reference o tional � �250 s Aug 25 2011 Milek IndusVies,lnc. N'etl Oct 12 13:03:13 2011 Page 1 NVR Homes,% �p:�ryW Wpmk�(oSWM'��fjzkwV-zhZUefz�Hu40sVRO6e3nG21PomT95Le8TMkyU9oi it � �6-11-13�`" -'10.1-8 S1 11 4-1313 . . '11 . --:- -�'� 11 411-13 61-it Sale=1]3 3 4x6\� S 15 16 12.00 12 3xd\� 3xd// Q 6 4x4/� Cx4 O . 4z4 D ] 4x4 O 3 2 8 m � � 910 o Sx1-II 11 12 �p 13 14 Sx] II fix8= 10-0-B 20.}0 10-1-8 10.1-8 Plate Offsets X Y: 20-2-12 0-03 8:0-0-71 0-0-3 LOADING s DEFL in Qoc I(defl LJd . PLATES GRIP (P � SPACING 2-0-0 CSI � TCLL »�g Plates Increase 1.t5 TC 031 Vert(LC) -0.14 6-10 >999 360 MT20 797�144 (Ground5now=30.0) Wmberincrease 1.15 BC 0.61 VeA(TL) -0.33 8-10 >730 240 TCDL ���0 RepSlresslncr YES We 074 Hoa(TL) 0.02 8 nla- n/a BCLL ��� � CodeIRC2009ITPf2007 (Matrix) N1ind(LL) 0.03 2-10 >999 240 Weight1261b FT=S% BCDL 10.0 W MeER 6RACING ' TOP CHORD 2 X 4 SYP No2 TOP CHORD SGUCtural wood sheathing.direc[ty applied or 6-0-0 oc pudins. BOT CHOR� 2 X 4 SVP�No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W EBS 2 X 4 SPF Siud'ExcepP MiTek recommends thal Stabilizers'and required cross bradng 5-10:2 X 4�SYP No:3 or SPF No.2 be ins�alled during fruss erection,in acmrdance with Slatiilizer SLIDER Left 2 X 6 SYP No.2 3-6-t2,RIgM 2 X 6 SYP No2 3-6-t2 Installalion uide. REACTIONS (Ib/size) 2=810/0-3-8 (min.0-1-8),b'b1��03-8 (min.0-1A) Max Hoa2=�42(LC 7) Max upi�a2=2es��c s�,a=-zas(�c io� Max Grav2=817(LC�2),8=8P(LC2) FORCES (Ib)-Maxlmum Compression/Maximum Tension TOP CHORD 1'-2=022,1-3=-830/344,3-0=732/370,4-t5=654/398,5-t5=557/419.5-16=-557/419,fi46=-654/398,6-7=-73?1370, 7-8=-830/344,e-9=022 BOTCHORO 2-'11=-259/527.11-t2=-259I527.10-12=-259/527.70-13=-94/527.7 3-14=-941527.8-14=-94/527 W EBS 410=-224I37fi,5-00=369/564,6-10=224/37fi . .,\:\l�'':l i i!I I)!q:'//! JOINTSTRESSINDEX 8=024and10=071 ,;;�`F�. (a. �71�� ���/� 2=0.93.2=024,2=024,3=0.00,4=0.26,5=0.40,6=026,7=0.00,8=0.93,A=024, ZG(�i !i NOTES (12-13) �'�.�`t`i,'� .''���I�:.,}. '� � . \�:... ..� . UM1 1j W ind:ASCE 7-05;71.Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;endoseQ.MW FRS Qow-rise)gabie end zone and C-C.�' _ ;(�,� .��'.. �� i E#erior(2)�one;cantilever IeR and n9ht exposed;C-C for members and.forces&MW FRS for reactions shown;Lum6er DOL=1.60 _ ' 6 _ plate9ripDOL=1.60 ':�:c"i"�'� � - 2)TCLL ASCE 7-05;Pg=30.0 psf(ground snowj:Ps=17.8 psf(roof snow);Ca�egory II;Fxp B;Partialty Eep.;Ct=1.1 - � �?�.'��� �`_' •_ � � 3)Roof design snow loatl Fas been reduced to account for siope. ` ,t� � 4)Unbalanced snow loads have�been considered for ihis design. - � �7 7 ,� 5)This Wss has been designed�for greater of min mof Iive load of 12.0 psf or t.00 times flat roof load�of 23A psf on overhangs i I;_: � . �_\ nornconcurrent wi[h offier live loads. 6)This truss has 6een desi�ned for basic load�combinations,wAich incWde cases with reductions for multipie concurrenl live loads - ,4„� � .: 7)This iruss has been desi3ned for a 10.0 psf bottom chord live load nonconcurrenl with any o�her live loads. , �,���. 8)`This Wss has been designed for a live load o(20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi[be[ween[hebottom chord-and any othervmem6ers,wi[h BCDL=70.Opsf. 9)Provide mechanical connection(by others)of 6uss.to bearin9 pla;e capzble of withstanding 286 Ib uplift at joint 2 and 286 Ib.v�li X�at�„�= joint e. � 10)This.huss is tlesigned in accordance with Ne 2009 Infema6onal Residential.Code sections R502.1 T.1 and R802.10.2 and r referenced sfandard AN51/iPl 1. dad�i�.����cpbreakswith Txed heels"Mem6er end fixiTy model was used in the analysis and design of Nis truss. . ��� � � ���� _ _ ` AWqRMNG.p�duignp¢r¢melrrsrzndRFMN(1TESONTYfSAN➢It�'CLUDSDMIT--1[FL%FE2�HC-FFGEAII�iAi38EZJftEGS. �p ENGINEEPINGBY�@ Desgnvofdforv nlywAh!JUlekconnecrors.ThStleg � bsetlonh Ponpa mete zfiown tl'ufo nnd'tlualW�rgc poent_ ��e���{y_� hppfcohlltyofdesg porometers �ndproperincoipoofonolcomponenisresporisblfyotb�ldngdesi8�� nothvssdeag r��&ac �so�� � Amiie��k�nniia�e is fo�lolerol suppoR ot ind'nitlual v+eb members on�y�Atlditiorwl temporary bmc ng to nsum sfoblM tlunng cortslrvCnon u fl�e�ez b�l fSbe erecfa. ndtldlonol pertnanenl brocin9 ot iM1e ovemll sllvcNre u fM1e rezporuibifty of ihe G iding tlengnec Fw generol gJitlorice 9 gord�ng Bt B Sountlslde Roatl fa�tication,aua(ity confiol,sto�age;delivery.eredion ontl bmcing.co�ntt ANSI/iPli Qoatlhq M���.�SB-89 antl B6tl Boltlin Component EOenlon,NC 2]932 � Cu .�.. c� T - - _ . v _ : � � �, _ > > Q m o� o � o �v o m � �� � O . Eo y , a . .� m` mm w � � ca � `o 03 OIN .fJ �C C m U p d L' O O U 0 L C d `�°' � °J� �=E a � �a ° .c � m E o °' n o �� �OC -o °a� `o °' v� a � .c � � �aa�w o2 'Sc � 'o u ? �=� v�`u v . ° � � m `o o m u � � o � I_ � � mti cu0 � �3 s u:' d . `oc pa'o � o E= H 's - t t o � 30 3 7 m mo . 3a�Oi mo a � o �a �o pm a `o `oa�i »o 0 0�� � �3 0 �U Y � � � a � ��Q o�o�- N ° 't °' � �- aC m° °m ° 0 BaEi �c°.= a o« � m m m-�'„_� n= o U� J � D N> p�1] �O. C O O_ �'^ p'c �� O N � O C C p � O O , U � C � � > �o �o � 3� �< °o ��> �'m �Q m_ � �� °o. n ° au `ca `o � oo' m°c°�o "nm °in a 2�0- „t °1` oi= a(� c -° d 'u� a um m o =o oc om u pe 7� c- � m o- m� ° az �`o ' ° c �° a ` m w �c c � �c u V O C �o �aon cQ �oo r dor na .om vv °uo� o� °"`m a� � ' t � '" E� cw� ° �L V O o�� a�D'- `oc °'D '-vv OI OyD 3p E� ra ou� ° a ro `a �m � m � Ema� va'� °.' � � 1] C �CpiU DO taa O LT� � U 'OO D.-: � OE OO N'�p OO O E . 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L � N m O L.0 � N O � "O� Q m O � � N � N � J h p O� C�C � U O C .K � � � � O U'- 0 6 , � p`> > - m � a t o � a�= o a:o � . c._ o a� �o u f'- ° c Z c o� t ° `� � c°o 3uo � ° �o c E-om Q CN.^`� 0J �n Y t N C„ � N C N > N 00 Q �.� F O.� O� C� N O � a N N ' OJ O Ol U � Q O Q �c � c�a ° O o � . � m` � ° omE .� o.�� o ,� �x� �- oaa� oa� `oE ooa� c oaa °� �.�w � 3u-o `o � °'.�,go Z N C � .➢ O -a C"- C � O�'- �.�� . W � � C � N �V`p � 'c �'D O T O O � .. 9 U U.� N N C C -000 � O ° a� co °� �° � � =' °- ,a a� 5oo Z ��= oc'� o � �� om�nu� � a`o°Qa o ; r. o'ao a Eo � �- 0 �sm � °`va� a� ° `c`oo � � �'�- CT� �� O �� U O.` � �v�i+L- ~ �O � N OO �L 0.30 � � �t`- Z C � � O.ZJ 'er � N T.� N > � H � vi � a �C . O N� C3 ca-° oa`C� a U`oo¢o °n oo -o h 'QC „° 'Q °=.coa� o ox� u aoo `m .o�� oa-000 o m�� umn_o 0'=4 a ° 3 � p � �- : °_ °' � a� q ov � 3°w J a >.�� . :o °.o � ocoo�m_o �. "'oo (� .QO= c �', a� ' oo�U � 0-' • Q �� Z C � Ol00lU Q �� C a U C � � V p J U D O �.p�'_ Uf C C � � . I.I . u° y N d- m aza°�mCj �U ❑ � Q mz � ' x � ' Z " _ a i aN ' � � Q Q j� �- . „� W 8 N o]N m C C �U p�y Ply E6171B79 Truzs Type Job Trvss ' � EA�98�03 COMN Job Reference o Iional ORDERS Z250 s Aug z5 2011 MiTek Induslries,Inc. Wed Oc�t2 13:03:12 2011 Page? - —" ' �p:XVJykFk008vIGWO�DtCcsszizDd-W��61eL5zmOZdxtIbPWZ9srO5b90lv7_Rwplyll9oj� NVR Homes.% NOTES (13-14) 11)This Wss is desi9ned in accor27�from 0-0-0 l0 20-3-0 a�ional Residenlial Code sec[ions R502.11.1 and R8�2.102 and referenced slandard ANSIRP . 72)Girder carries ti�in span(s): 13)Designs checked for ASCE 7-05 wind�at 720 mph,wind reactions x Q56 will adjusl wlnd load reaction lo a speed of 90 mph(0.69 for 100 mOh and 0.84 for 11 o mph).A other wefficients remain the same as shown. �4)SPF No.2 and SYP No.3 can be su6stiNted for SPF Slud Grade maferial(Roof lrusses only. LOAD CASE�S)Standard 1)Snow:Wmber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� VeA:2-6=-394(6=-374),1-4=-56.4-6=-56 � I �ENGINEEPIN��� � I 4 WMMNG.Veitjy M1�+'9^➢a�°'^�Sen cnd RLAD NOTES ON THI5 AM1 V2IUDED AIITb.R AEl�EFE.NCE PAGE MII'�4?3 BEPDORm�1�n1 � pased oNy upwi Wameters s'irnm.ontl'u for an�buol���dvg�& ��� A MRek/�Ifillate with MRek corc�ecim.iM1��t�ol romponenl'¢respo��k oi bvddvq tlesi9^�'^p1�tle99^�. peyBn val�tl for use oMY p�ocin to iruu?stabTiry d�ri�g co�vshucM1On 5 Me rezportsibYM ot iFie ne..6cobiliNOftlesiB�PO!ometersoMproPe��^� �tltlifiotnlfem0orory 0,� � ,� „�pinn.w.FO�pe�eral9v�anceregor�ng ¢�qpounESlEeRoaE � I VI ' � � � � j �L � UI _ .. �.. _. .. E O C O m.� � p „O��, Q O �O N O� � Nd d�n c O �Ud L 2 m d— N � p m . Eo m . m�O m _ � � o°' � u ° D v °.o 0 5 � � c D`oa =_ 0- °'�y a°'i£�E -a � �� � � m � � `o �" m . ° � � m `o o m a o 3 0 �3 � � °� '�-mm'+i o2 5 � r c� m . ac e-O oo �� N o o � � � o �U um u SIJ �n v� �``o c� m� o °° aa �� °a � a � E ot °� t "° � m d'„� n� o at. � 3a� r > m mm mo o� o0 ow c-- o_ 'c p�° u g p^q O � �� o�r- „o < _ °� >C c � c._ �'pd oc � rno 0 3 0 0.� �'n o � V � � m >°� � -°a c °°3n. oz °a � m a� � � Q a�r 5 �q o- ° °- >� ooi u � C 2 � �_m,_, "ad �n 'o ��N . < ° �' �c9c a °' a�im `o ° � m `m � E € •` c � 'p _ i. a o 0 oi rn 2 „t a�� a o o � 3 � � �� cOdN QO .Qp T O�Q �3 NN DN U�m Ow nm U� p'O L � y� N�t m> N � p O rno °'-'o-w 'Q M � r ma�- -o oE � � o� �o mn ta � d a� � � Emai m� � . � c m._ op c � u n C E'- L o. m on w a o � a� �O �e U U'_ "O> Oc '-Q�D 2Nt � 6Y� y p O. 7�D � yD O� � F� > � � '^ dj U O � 3 N Om 41� o mo � °�a o L ?m NQ �� U� UOO � j �Q „ � NC 3 j � � NLO � 7 ] N n`._ n- mu 'ac « u- o a� �` o „ o c u m � � _ u - m�m mc co °' 02_ � aw o ..- "`o mE na d '��- t -�rn 't `ob^� ° oU O N 2a � n � � 2_ c ov 2 - ' na Qrn c m dy� o � �� ��on ro `op�' a �m� � do _o o?o °��C tm ' m mc p dm > �c � `o_m E > � � oz Eot�� ao d� � r on °'� ' m �m com m � ._ � o D'm c oo 'o o-� ta._ �'o � LL O Np �amo mm a.. m d �E°- �c mx �a� 02-° .� `a m� Eo `o ° c °� a ��� n�.°-�' E ' � � O_ �U �^ p.L Uo ON� S1 pN0 O rN 0.:� � pj� N �pc LO� O j0 .0 ydC U N� o0 o2am d mv `v m nDC� °.> o^ m� '_a_ a� � a-o o � u.= '� uo c Em o2: o_ y � ao �-°'c �Y amr E mo° �m r° ��3 non ?o � m:� � c E�N � `oo _° �`ou 3� � c� '' � �° °' �DO'o > u >�-`o o�o � a�= d EnE vo - a u om � � n o `o ` m mao °'_ � 7 �oo F. mo om= ' o.00 m.dc c„ Pm omo o-a �° n on m o oa „ cP �-OCC mz ¢'0 3 E� z„ a-o o U a.__ o_ > >j U u a� 5 `o V o o = � a�a o� o¢ 4L Q N M Q � t� c0 O N t7 < �O I� m ^ O 0210HJ d01 �O w t �+ sy� � � `w C o N Q X N L'S ➢?y U Y y C � - U u, "' n c ° Os z t n � y, � �M U� Ol n e K � � O LL O l� C~ wF � � C O 2'Z .W Q .. 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W(�Z(� "' � u z.- Q� �- N ,v .d. y L� .- v�Zu �w � N MPNW r�- W V O � PIJ � ZpW Q� O U ���. abOH�d01 �a� uz A U wo�.zrn � m T L � �+- U p) � � ' x NO O N� N 0 �9 a�C � N � � m � a� � m c N o u.c _ � o o � Z,o � ' �'_ a.� . � �a ° a� a�o N �aOO o�o � � � ° o0 oa� Z � ���t o.4 �� x s � � � N "'� a� c`o�m cU c °a O 'CN.`..� N CJ � O �` .�' NE� OmE LpUC OjmT _ F �� ��� OO OC ' G� CQDp> 1].Uw CU-Oa`p' d �,j� Oa`�j . a � � moa� oE �o � c 4a Eo `o o ' � �-000 � ° �. o-- o :ow_ � oo N�_ S � o tiu� �, Z N D `p. � `c „ � U o y c C � Z .� �� U o m �u �m` � w a� E m a ` a� p_ � a� � oQ ra�� uc� � � � uo�= � Q� o`_o °' o`>- � oog a Ea �L � ota�-o oo �s a3_`oa� ooi o._ a� .n am�— " u � a� —� ; "'_o-o �aco � a�� � °T� x° � Eaai � °� NEN °� Q �� .o m� � �� oQ-a�uo Z ��' � a° `�oD Na � a 'v �`oo� p �� a� ° Q�� mm� o °om� c a UO�QO "a i � O. N LN � pv L'- Or DT�.S � � � � � C�VU°bfJ N z �� } : � � 3 U' S� o:� 5�°1c aotimoo�� . 0 ..� o � � n V ... . . a .4.monoaoc Q ' c o � Q -°o °`o ����5 h o .� U " �o `o c cZd�mC�SV � uv H m o^ � ^ ( I O p y � � C) in ' � d 3 w X a Z `� .. .L N � P . Q � � N ' � a� F Q � y �- � � V W � m v� GJ. . . ' ' � 1 a GI C Q �m � � JOh TN55 TN55Type Oty Ply E61]18]9 OROERS EA-98]03 COMN � � Job Re(erence(opiional) NVR Homes,X �250 s Aug LS 1011 Mi l ek Intlustnes,Inc. Wetl Oct 1213.03.'12 2011 Page 1 ID'XW YkFk008vlCmobINCCSSZizDd-W?V61eLSUn�IJIxtIbPW ZgsNSb90AZ7_RwplyU9oj . 11 _ 5613 10�1-8 1S2d 20.3-0 11 50.13 5-0.11 50.11 50.13 �-'"" � � Sx6 O Srale=176.0 4 11 12 izoa i2 sxe�i a.e O � s 6 2 �� lo o Sx10 II �p 9 8 � Sz10 II 4x12 II aas= , ax12 II 8�_ 5413 10.1-8 iS2d 20.3-0 � � SA13 5041 `A11 SO-13 Plate ONsets XY: Z:Ed e 0-0-1 6:Ed e 0-0-1, 8:0-4-00-4-8 LOADING(ps� SPAGING 2-0-0 C51 DEFL in Qw) Udefl Ud PLATES GRIP TQL »�8 plalesincrease 1.15 TC 036 Vetl(LL) -0.05 &10 >999 360 MT20 197/144 (GroundSnow=30.0) Wmberincrease 1.15 BC 062 VeA(fL) -0.15 8-00 >999 24a TCDL 10.0 Rep SVess Incr NO W B 0.72 Hoa(TL) 0.0< 6 Na Na BCLL 0.0 ' CodeIRC2009J(PI2007 (Matrix) Wind(LL) 0.06 8-10 >999 240 WeighT.276@ FT=S% BWL 10.0 LUMBER BRACING TDP CHORD 2 X 4 SVP No2 TOP CHORD Siructural wood sheathing direcity applic-0 or 5-9-13 oc purlins. BOT CHORD 2 X 6 SYP No2 BOT CHORD Rigid ceiling tlireclly applied or 10-0-0 oc h2cing. WEBS 2X4SPF�SWtl'FxcepY 4-8:2 X 4 SYP'No.3 or SPF No2 ' WEDGE Lefl:2 X 6 SYP No2,Right 2 X 6 SYP No.2 REACTIONS (Ib/size) 2=4549/0-3-8 (min.�-2-11j,6=4486/0-3-8 (min.0-2-10) Max Horz2=?60(LC 6) Max Uplifl2=292(LC 7),6=845(LC 7) POftCES (Ib)-Maximum CompressioNMaximum Tension - TOP CHORD 1-2=0/26,23=-4893/960,3-11=-3221R18,411=-3078f/56,4-12=3090/755,512=-3221/716,5-6=-0848/958 BOT CHORD 2-10=-727/3191,9-10=-727/3191,8-9=727/3191.7-8=560/3195,6-7=560/3195 WEBS 3-10=-3762118.4-8=916/A127.5-7=3862126.3-8=-1465/463.5-8=14741477 JoINT STRESS.INDEX `��,"'��''�� ,��1. f//i 2=0.69,2=0.00,3=074,4=0.77,5=074,fi=0b9,6=0.00,7=0.31,8=0.5t,9=0.47and10=0.31 ,��� S�-U7 /��j NOTES (13-14) ` .(1�: ;.. .�rZc�,�7� , i)2-ply truss to be connected together with 10d(0.120'x3")nails as follows: =�� _iJ�-'�F��\',�� � Top chords connecled as follows:2 X 4-1 row at 0-9-0 oc. � � � : !.'. S Bottom chords connected as follows:2 X 6-2 mws al 0-9-0 x. :' °-'- '"� e - W ebs connecled as folloHS:2 X 4-7 mw at 0.9-0 oc. ° "' "'�'> .� - 2)All loads are considered equally applied to all plies,except if no�ed as hont(F)or back(0)face in the LOA�CASE(S)section.Ply to_= �.�:..1�.,",.� _. -i.: : il0.t.:a....._ : C� � ply connections have been provided to distribute onty loads noted as(F)or(B),unless o�hern�ise indicaled. ' -� t;:,w,":.r=�' ` L� - 3)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h45$Cat.II;6ep B;enUOSed;MWFRS Qow-nse);.canlilever left and ri9hl��:�,,'�, �'y,' r n. .'� �\� e�osed;Lumber DOL=7.60 plale gri0 DOL=1.60 ' „�'�� �:� 4)TCLL:ASCE 7-05;Pg=30.0 ps!(9round snow);Ps=17.8 psf(roof snow);Category II;Ezp B;Pariially Exp.;C1=1.1 �'` - "" c�' �� 5)Roof design snow load has been reduced Io accounl for slope. �' � 6)Unbalanced snow loads have been considered for this design. ' ,/�'//`%itj��'t� � ;i�'' 7)This Wss has been designed tor greater of min mof live load of 12.0 psf or 1.00 times tlal roof load of 23.1 psf on overhangs f non-concurrentwiN othulive loads. 8)This Wss has been designed for a 10.0 psf bottom choN live load nonconwrtent with any other live loads. 9)'This truss has been designed for ailve load of 20.Ops!on lhe boCOm chord in all areas where a rectangle 3fi-0 tall by 2-0-0 wide will FI behveen Ne bottom chord and any other members. 10)Provide mechanical connection(by others)of W ss to bearing plate capable of vriNstanding 8921b uplift a�joint 2 and 84516 uplift at Coni(dl0@&on Pa9e 2 . ' __ -' I ' �[p Q � L�12 � WARMN(}-VeNydecignpv¢mctersudAE.fDNOTE50NTY.ISANDINCLiIDEDAIIPEFREFER£'.NCEPAGE.HIS�i<f3REFOR:Uf�. �d�ENGINEERINGBV {!�H Despn wftl fa vsa oNy wi6i A4iek corinectas.itie tlezgn k bmed oNy upon parometers#wwn.ana'¢tor on'v#rviduol b�ltling comporient. � App(KabTity ol deaiBn pacmeters oiW yoper iricwporvlion oi mmporronf e respauib�ity oi Wddvg tlevgner-rwt h�s desgris.&ocn9 sFwwn 5 for lote�vl wppM o�itWrvduol weC memba's wily.Atldliond�empomry boon5 b�°e stobifM tlung co�alNCFOn 5�he respOwbi4ily of Hx q MTek Rtti�iaro eracta.AddM1ional partrwrient bracing oi tl�a ovemi slrvcMe u ttie re�cnsibPM��ti�3dmg tlesi8��Fw gerraral gtidance regarding lobnwibn,qvolity mnhol,itom0e,del'rvary,ola[fion ontl Goting.cofssoX ANSI/IPII Quofly CrOetlo,OSB-B9 ond B611 Bwltling Component 918 Sountlsitle Road 5..e.N mfwmotion w lade hom ims Plpte IMIMe.)81 N.Ltt Sfree�,Sui'e 3@ Nexantlna,VA 2?31 L Etlanbn.NC 2i932 �- . , f9 � � Qf �. � T `m i. � � � .- .� . . . . ..�.�.__ _ ' Q. o �o N` � o c o ��L \ m . � p �� D O � UI N _p�- fA o � �. c� . m� a� m� v.� c 5a `m `o �03 °,r, B' m y m„E a °: �° s c m ? o°' � u �� �OC -o a`o o a � �� a m � 9f E 'mm"' a2 �c Q o � . o` �'� m . ° .'ov . m `o o m ��� oo � � � m�. �D�`o �-o �p � aa o� `oo_` om oa a.� .H o o.� ` r t oU 3O m U � „'Q cn- su €.0 m° �� . °�° �`o o � �-p � "O $ m a ; -a �+� ° v ° � 2 `� ��' a,a °o. � „°3� oZ. o`➢ c� oc �o_� Qa � �o o `o o a�� .°.� o° p� � oo' �-O°d am m2 o, 2oN �NS �° �m� a�jc om ��= n ua� � o a o c o can °u SJ p 3 �a �'� °o mt. ° oz �`o - O c � °- � a�� o'c � a �� u �, OC �„° ��:oo.o -�°Q �0.�„ t moa nv .am ° v ��m o� °d "o � � s .n � � � � m c (t' O o�m Da `oc .-°'-°'0 2 `md g ou� �3`0 E= t°' o°'m ocO `� r.a :mw y E �' .Qm m ��'m � fJ 3 i i�:U �Smu 'oF rqo. o` �?'� °;o m � oa `uoa a.E `oo a�i'o 00 0` E� _ � o.� am 5 � 9d 2'� � O1u� `a c�o � o?O �� om °10 2�0 � ' m_ Nc m� ; "'w o -o ° � ��i o0 � :on � o `oov n�-� m � c- p� mE no � o ��� 0 2c o m�o � � m � o L OX �O.➢D L UN � �N N � N'O �O �tD O� -O' ll'O O"O� }�.� O� t 00 N O N C'.. iL � ma� o �o m � on� md N �-� p_o � N� � m mc mv � mm� �O` oU � 91 ° o .u ��s» u°1 omc � mE°1 ��� � u �m �°om Hm �o �m ° oc a 's¢� om �� mo o�x a� a.=� � 'v� Eu a � o 0 oo�m t�:_ y- � � o.o n`2�c mE v �6i m a-OC o.° om aL. �� o ��� ?.d .oD r�° `o_ �`o ° a`� �m nm.m E � � b O -oa� rm>'u `mY .°.o�� E mo° �c' o m�. m`� � am aa u,� � ��_ o m _ rO a g oo �voo > u >._ o �. o rnm '^ c r3 non o dm� rm b uo c °iEm o�'� ¢�o �- 3En`� z° o �_ ' °c� ma� �o °'a� � nF � � �=�u ��o o� c `oo ° °'�'_ u '„ °2 � 8 av�o V n.00 o� �� » ° mo 0�6 Eom ¢o m c cn o ° °m m�a_ o�- ll O '- w r�i v vi �o n co P U� u ac �c0. 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Cn N ' O U � V ^ � o o U v o � o��.ai� c o ' °o `o a �(�\ a ooa�.S�Oc � - ° a h � m \ \ aZ�om� �U Q I� � I j 3 F v � � \ Z N ^ /\ ���\ � � � o A � Q \/ a � a �_ ' J m C Z m U h • pty PIY E61]18�8 TNSST�e lob Truss - � j MOND Job Re�erence o lional �RDERS �'-90�0z 7250sAUg2520t1.MlTeklndustries,lna WzdOCtII13'03:t12011 Pa9e� � � � � ID:ZZ6cyW�HDmk�toSW[W�LljzkwN-tJft��djhgeNrljUb3A_M]1kcBh�k9ouKNHsytl9ok NVR Homes,X sgq ' S� . Scale=129.4 3x4 II 2 8.00 t2 q 1 � 3 3x6 II 3x4 II S9-0 $9-0 � pLATES GRIP DEFL in (loc) Ildefl U� MT20 1971144 2�_p CSI VeR(LL) -�.� 13 >999 360 LOADING(Ps� SPAGNG Tp 0.51 -0�q �-3 >556 ZGa TCLL z3��� Plateslncrease ��t5 BC 028 Ved(TL) nla n/a (GroundSnow=30.0) Wmberincrease 1.15 Horz(iLJ D00 ,�„ 240 Weighf'.2A1h F�T=S� 10.0 W8 000 Wind(L�) OUO 1 TCDL Rep Stress Incr YES Matrix BCLL �� Code IRC200gRP�2007 � � BCDI ��� BRAGING lied or 5-9-0 oc pudins, except CUMBER 70P CHORD StmcWral wood sheathing directly app end veRicals. TOP CHOR� 2 X 4 SYP No2 BOT CHORU Rigid ceiling directty app��ed or t0-0-0 oc bracing. �BOT CHORD 2 X 4 SYP No 2 ' MTek recvmmends that Stabillzers and required cross brecin9 WEBS 2X4SPFSWd . � b 'nstalled duringtiuss erection,in accordance with Stabilizer WEDGE � tlit n d Left:2 X 4 SPF S[ud REACTIONS (Iblsize) 1405/03-8 (min.0-i-8),3=205/0-3-8 (min.0-i-8) � Max Hoa1=223(�C 9) , Max UPlift1=2(LC 9).7='167(LC 9) Max Grav 1=238(lC t3),3=250(LC t3) FORCES (Ib)-Ma�imumCompressionlMaaimumTension TOP GHORD 1-0=-168/12,2-0=142/91�Z-3=-195222 BOT CHORD 1-3=010 JOINT STRESS INDEX \`}�\\�''���r����>>/(� . t=0.13.1 =0.00.2=0.11and3=009 Y �/ g;enclosed;MW FRS(low-rise)9able end zone and C-C ` �, -°�l��rt',p���rJr� `:. .�_ , � NOTES (1142) gCDL=6:Opsf;h=25ft:CaL II;Fxp _\�� �)W ind:ASCE 7-05;720mph;TCDL=6.Opsf; os�C-C for members and forces�MWFRS for reactions shown;Lumber DOL=1 60 `_ � ����ST E.4F� .'yt�l� � �ti U . f� � F�Aerior(2)zone,cantilever left and ri9ht eXp � plate grip DOL=1:60 Category��;�P B�PaM1ially Ecp_:��°��� _ . _ y)TCLL ASCE 7 O5;Pg=30.0 psf(gmund snow){Ps-z3.1 psf(roof snow�; _ 1 4 I ��J ; _' _ 3)Roof design snow load has been reduced lo acmunt for slope. l S � I � 4)Unhalanced snow loads have been considered for this desi9a _ _ ; ,_ . ._iA i 5)This truss has beeddesigned for basic load comhinations,which include cases with reductions for multiple wncurrent live loads ` ` 6)This truss has been designed for a 10.0 psf bottom chord�'i�e load nonconcurtent wilh any other live loads. ` 7)'This 4tiss has been designed for a live load of 20.Opsf on�'�e ale wpable of wlthstantling 216 uplifl al]oent 1 and1167 b�uplift al _ � t�; will fit between the bottom�choM and any other members. ���`,/ -' ,��;�� `,_ 8)Provide mechanica��nnection(by oNers)of Wss to bearin9 p joint 3. 9)This Ymss is designed in accordance wiN�he 2009 Intemational Resideniial Code sections R502.11.7 and R802.102 aod referf�„` ?��d_' ` �6"'•"__. standard ANSI/LPI 1. t0)"Semi-rigid�pilchbreaks wiN fixed heels Member entl fiwly modei was used in�the analysis and�design of Ihis Wss. 11)�esi9ns checked inr ASCE 7-05�1 o[her coeff a entsn2maintlthe ame as shod�st wind load reaction fo a speed of 90 mph(0.69 for 12)SPF No.2 aod SYP No.3 canbe substiWted for SPF SNd G2de matenal(Roof Wsses only). ��� � � 2�5ry €L LOAD GASE(S) Standard ' ENGINEEPING BpY�� Oe^�d�,�qn p�����¢nd REAO A'OTES ONTHIS AND INCL[JnED 511TER P.ElEREM1T.E FAl''E Md��4�3 BEFCOTpOnEn�. � ��p1m��q I �^WAAhTN[�- _ .^^ ^ ��� T k Afllliale �I�oP�tion ot componenf¢resPO�bTM ���ding designet'not iNS tles9 �'B�bllity ot iM1e De99n mGd for aze onry a���a�tl�pe� nNd�am �I femporory Mo ang t,o insure itablflY d�^^9 mrsfrv M1bo e ihe r 5'Vo n 0 e ..irnbitMOltle99npo :_� mF� .�,eh��lAinode4g+�Porgene�olgu'itlancerego�ooneM BiBSountlsitleROa4 � � �� O '' - -- _ _ E � � - m � � �L Q. `o„o `m E �c o a� �.3 a m ��o � `o_ o � O . 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WedOct1213:03:112011 Page2 L250 s Aug 25 2011 M1ek IeWusines, NVR Homes,X ID:ZZ6c�^NWDmkdfoSWM'lCfjzkwV-iJR7vztljhgeN�jIJb3A M7aucBlOcfouKiNHsyU9ok 11)Designs checked for ASCE 7-05 wind at 120 mph,v+ind reactions x 0.56 will adjus[wind load reacfion lo a speed of 90 mph(0.69 for 100 mph and 0�.84 for'110 mph).All other coeficients remain the same as shown. 12)SPF No2 and SYP No.3 can 6e substituled for SPF Stud Grade material(Roof trusses only). LOAD GASE(5) S�andard � ENGINEERINGBY I � W�ry�-pmly 6¢a{9n P°fnmete�s und HE.f➢NOTES ONTHfS ANO INCLU➢ED MTEK R£FERBA'CE PAGE AfII.>1'!3 86NFE USE. ������ pesign vafid fa use oN/�ri1�µlek connectors.mu tlergn e oDasad���Yy�P?6 r��bTilyoWldvg tle 9��t��d���0���10� /ap�cobiSNottlea9^POromefersa�P�Pg^Ka'Ga��b' a ' mmmxl�onumeresWw'blGh'otme � �v.rt�xmm�.i� ,.._.�.w.,...i...��..n nf ivlividuai web members oNy..AtldAiorql IempoiaY t+oc"v�g te��drf�A�es'o�m or oenuol g�idance rega�rg �n � � � t . .. _.._,. . � _ � , � Q. `o $_o` a� E _° c o oi � n L . . ` `O `° � mc 01 � o� � � � � d `.°' o o .�v L Q „ n3 r`� � am vt._ cy co � m E ow �u �� Dc -o °no o v � vm I �5-• ti„m� E nq o ` c � u � o m _ � � uc oQ � A• W � �w m o o `u . o �ou m . o . m `o o m � o ;o '; 4v HI �a �U O O 2 D F u U` O._ 0 O O.� O � � C d O O .�j `t- O C�U �i N � a �+ �� �n`- o °�' � �> $ °va�i aa mo o� o0 oE �or n �€ � � "o m� o � � � U 7 '^N A p m •t�. O O t ` O O- �'� �U � � � 0 . 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C C N a ;,e o � U v ° �°ia-�p�o � U — Q ° o`oa����S� o � ^ I I pm N �f' m oZa�m(� cU ' w A - , t v� w x Q � Z in .. � � a � a � � 2'a m� .., � Q � — a ¢ w v "' mh J m � Q �m • Truss Type Q�y P�Y E6171871 Job Truss 1 � ORDERS EJ�-98701 MONO �ob Reference o tional ].250 s Aug 25 2017 MTek IrWUSlries.Inn Wed Oct 12 13:03:11 2011 Page NVRNomes,X -. _ ., . ID'Zz6c�NtHDmkofo5WtW7LljzkwiU-1JR7vzdjhgeN�iJb3A_M]auc870cfoulGNHsyU9ok � . 14-53 �Z'�-0 1-i-11 �� ]3.11 �"Z'9 Scale=1:1012 4x4% 5 eoo iz 3x6 i �� a 3x6% 3�6 i 3 2 1 ? 8 � �� 6 Bxe= 9 3x6= �xy= Gxfi= 3x4 I� 1FS3 ]2.1A ].2-11 ]-&1 'l2-11 �"Z�9 Plate ONsets Y: 1:6-0-7 Ed e p�TES GRIP C51 �EFL �n Qoc) Ildefl Ud LOADING(PS� SPAGING z"�-0 TC 0.82 Vert(LL) -0J2 6-7 >999 360 MT2I1 1971144 TCLL 23�� plates Increase 1.15 >g99 p40 Gmund Snovr-30.0) BC 0 51 Vert(TL) -023 6-7 ( Wmberincrease 1.75 WB Q� Horz(fL) 0.03 6 da Na TCDL �4�� RepSiresslncr Y[5 WindLL 0.12 7-9 >Bg9 2<0 Weiqht:7531b FT=S% BCLL ��� � Code IRC2009RPI20o7 (Matriz) � � BCDL 10.0 BRAGING W MBER TOP CHORD Structural wood sheathing di2ctly applied or 4573 oc pudins, except TOP CHORD 2 X 4 SYP No2 end vedicals. BOT CHORD 2 X4 SYP No2 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2X45PFStud'EiccepP WEBS 7Rowatmidpt `.�-6�2'��4-s Sfi:2 X 6 SYP No2,4-6:2 X 4 SYP No2 M7ek recommends lhal S�abilizers and required cross bracing W EDGE be installed during Wss erection,in accordance wilh Stabilizer Left:2 X 6 SYP No.2 Ins[allation uide. REACTIONS (Ib/size) 7=8431b3-8 (min.0-i-8).6=913/03-8 (min.0-1-8) Max Norz 1=878(LC 9) Max Uplift7=-55(LC 9).6=616(LC 9) � Max Grav 1=962(LC 13),6=1131(LC 13) FORCES (Ib)-MacimumCompression/MaximumTension TOP CHORD 1-2=-7340/D,2-3=780/0,3�A=S190,4-11=-215/Q 5-11=-134/t80,5-6=-350214 BOT CHORD L9=659584.&9=659/984.7-8=6597984.7-10=3341549.640=-334/Sh9 WEBS 2-9=01307.4-7=t24/534.2-7='552f399,4-6--887/545 `\�`\1i1:(!11111(!/�l o�'. sr�'r ''��, JOINT STRESS INDEX 1=027.1=0.00,2=0.48.3=0J2,4=0.48.5=0.66.6=027.7=0.54,8=�.41and9=026 i,�� . •- ' ��PL,. ��i � ,�- ,�;-:�.STE;T'.:._ r �� NOTES (11-12) ableendzonoandGC�- `_ ;;.�✓�� CJ�•,Jr� � 1)W ind:ASCE 7-05;720mph;TCDL=6.Opsf;BCDL=6.Ops/;h=25ft;CaL II;Fxp 9;enGOSed;MW FRS(low-rise).9 — /; . — 6eterior(2)zone;wntilever left and ri9hl exposed GC tor members and forces 8 MW FRS for reaclions shown;Lumber DOL=1 fi0 — 1^ `(y'�n7^ '` � ` - plate grip DOL=1.60 9;Partiall E : �� 2)TCLL:ASCE 7-05;P9=30.0 psf(g�ound snow):Ps-23.1 psf(mof snow);Cate9ory II;Fxp Y xP����-��� T� `:'�E C� •. �..1 ` 3)Roof design snow load has been reduced to accounl for slope. . �,;, �.. . r ` 4)Unbalanced snow�oads have been considered for Nis design. �'.:._ : - � � ` 5)This truss has been desi9ned for basic load comhinaiions,which indude qses wiN reducEons for multiple mncurrent live loads. �-�_:�-' f%`� >JiYt..., � 6)This Wss has been designed for a 10.0 psf botlom chord live load nonconcurtenl with any olher live loads. ;:.,,,/ �„ �)'This Wss has been designed for a live load�of 20.Opsf on Ne botlom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 vride , ,?'/:�� ��� � will fl behveen Ne 6oriom chord and any other members,wiih BCDL=10.Opsf. B)Pmvide mechanical mnnection(by oIDers)of Wss to bearing plate capahle of vrithstanding SS lb uplift aljoint 1 and 67616 uplift al joint6. 9)This truss is designed in accordance wilh fhe 2D09 Intema6onal Residential Code sections R502.71.1 and R802102 and referenced'' standard ANSIlTPI 1. 70)"Semi-rigid piichhreaks wi�h fixed heels�MemCer end fiby model was used in Ne analysis and design of Nis ss. Continuedonpa9e2 �r�� O � �OS� A AA��.�mfy tlssi9�P°�yp��«�end HLAD M1TE5ONTF➢5 AhD INCLQDEU AIITEI[REFERSMB PACS�i4:3 BEIUNE USE. �EN6INEEFIN��� .. _^� melers Y�wvn,ontl h fa on i#nijud tw�iu'9 compa ent. I p Desgn w4d la use onM�M I.viek connecfors.ilas tles4n'v bm°d o'Jy�POn PW° mt fivs desgner.Biocirg 4+o�m 6A qppticobllM ol tlesign porameiers antl propc+v+�aW�tion ot componant'a resp�rwDTM ol bWCnp tlesg��c�n p�responvblfM oi ttie n Mrtex nhiiieie u br lolemi s�ppwi ot Ntlrv^tlo'I�w^b�me�'�o°uoil ihucNrea the resp�ombM of}the bv0�n9 de is g er.�for Beneml goidance regartlinB 818 Swndsl0e Roatl . _ .. . . . .... .n.dn:OSB-89 antl B611 BWILIng ComponeM � Q� �" �. � .__. O.. � . . � _ _ ... � E � _ � „ � Q `o ^�o d o °� o oi a� � v _ `m mv d= c �� v` `o � 03 I � Ol� N E 'p d �O L y E O � ='U C � y�j Q�c O `� '? U C p O L � y E-o au`� ° 2 n3 t .0° m ' °� Q-a p o E� d � � � ° t r cU ;° � V� � Z = m m�o ° 3m ` ° o °ww na mo �o po DE �L a �d t� m a d� 05 � � O N� o�� t a 2 v c� �-G �� `o m o � c c ° c °-' o�O n`u_ a (�'7 �? 2� �d.? OJ� �o ° 03° O� �� =� �N a�i . U Q mt � Wo Oa d O ¢c o'rn � �O � T DOO C >. w m -�� .�Q N`O O�' �1�� ON U� �' O� d O � OO �C U � — ° O3 co�m oo ma ° ooz ys ' ° mZ o `o`u -oO1 o.m `o �� � `m "^ E E � 3 0 � p O mo a��. � o � no m_a aD �od �od uom o� ��m y� o-a 5 � d `mt .°-j° �� s,. U O o�� 'O�`pD °'D 2mt O1 °.,<<-no 3 ° �E £a ��a °- °� L`o `oy po `o E` � � a� v� U . � 3 � n.0 ��mu �a� �„n �� �jo „o mP y� 2°0 °� mQ r� � c 3 "c o �`o � � °"y ��f� � d ° O ��0� �o om � °m-� 2� o_ o� o mE no �o �g.� „ 2.m t `oam om c'� �y Q ox Eon`a .op yum � o.nd mm mm =_a` 020 °E „m �m m� o �'a�i > �rd oa� ��- � O � p0 .�n,�t U� � �C � � NO ? C NX �N O�D �Q �V EU �O�U � OO OO � O � t�` NO C O p'^Q X O U.:' E O O L N 0.:� �. O y y �O O p C �� � p E y OI °o n`�°' °' mE �cL m aaco �.c o`o mr �„m` ny �nm `oa ° � `u 'uo °c °' Em o?�° '"d � ` O _°o Momo'o '° �' ao E ua.`o av �_ �3 E °a v � �"�u �u o� � oo _° �08 3°� �� ua.. � Q9 N3E� �-„° Pao U a.00 ot �� » U � °u as ?�n on m° o` U o0 0 � � � m-O � mz � ma � o.� o¢ h �O !� 0 P � � � l7 p h -O ' � O _ � _ N Q210HJ d01 a L � 5-OJ � � N N� N (° xN U� D�/ U Y� K �W O U"' �° c H 0 s t n (1� � t7 9tM c Z Ol IP. � C O � O LL O Y � 3° �Z Z a � ��A „ o�' � u�i� a m Q � v v'♦ ' 2� �� �w m v N y � r o � u ; U� w= w � � ~< � F `� � W r LL P P G By�/ p = � j� o � a o � nraa �. �x y }� � N W U m(� W Q V� � O Q�> m 'y„ a � 3 � Z? o � �� m w �� � n= F v N Jc w ��o � e �� Owyp$_aq�z � O LLM � ^ Q rc 0. W P IL I�i^� OI .� u p Q� y a � _ � �'� rc� _ (O � m �� mN W .. (7f7�0� � W�' W � p O m WF �}K � � �ONa Q���� C y � �, �^ U Ww �Y�'.~i UO O. wc+iwcV a c ✓ � rc� Q� t- N ,vZM w N � Q Y � ^ PIJ �-�w cm 0 W �Pap � W =�J �2! o U K�d',- F O210HJd01 �a� Uz d U wo�.zm � � rn T L � O L C C �"- U p� O �.. N O ' N O a`p O C��- . � O U O � N N C N � U �n OC17 `Q.QCJ Ol ` Ol X � ' \ . C� � �O U ��- � C C ' � �� � a�0 �w � � U Z � C�L O� t O N � C" O Oy0 � 6� 0 � � O-ON . � C D'T L N � L Q C� „ C N O m U � � �O+��p � C J N O �- m � � O m E .0 p U.S O �n �=S d Q o� a� o a-°i o E u o a� � c aa a� �°���u, 3 o a o �6 � c�o 0 c .o-a � .. a� u.` a� Z �ao a � o . a�o ' ' �ao �oo o � c.a .u_000 �� „ � a� mE �" � .Sma �' a�i � o ° Z .° _ o �° � � °m"' u � p ° ooQ°�' o� ' 90 `0 o Ea �a 0 �s �� oo �s a3o � o �A a�.� � a� �o o �o� 'a� -oa��m Q � �» � 3 `�'.a.00aSD � c � °�a� - x a� a� i.°� a� a v � � � � V �''- . o �c c �o� -�"u o° Z mwE a °- a> > � ° � �tom ox� u 000m` . � o` �oo a U`oo¢o '< `ooa '^ QO = v �a�-o� m O u� a'a� u °-�`o� a� o�� om� N 2 � �f- : Q�°� � °� u � c �"30� � a�o` �° a� � oo�V o� �' o O � I ' ao Z .. cUc �` CN /1 Q � � � V V O ���._ �- .bd U �� � Q � � O N'O'6� O � � ^ � m N � m oZaOmCjcU � F _ I I � O v! v a Z y ^ A Q � a O a y/y\. W d° �� � .. i l � 1 �n V �'"' Q > � . a Q W 'O '� m v� � J m � Q O m Job Trvss Truss Type QtY PIY E6171876 1 � OROERS EA-987D0 SPEC JoC Reference o 6onal . 7,250 s Aug 25 2011 MiTek Indusines,Inc. W cW Oct 12 13:03:'10 2011 Page 2 NVRHomes,X � � ID:ZZ6c�JJ�H�mk�faSWiW7LfjzkwN-PukhdcSwMWWKPBVmtVil28aOZCnjh9BefgyplPyU9ol NOTES (72-13J 11)'Semi-rigid pitchbreaks with fued heels'Member end f�tity model was used in Ne analysis and design ollhis Wss. 12)Designsbhecked for ASCE 7-05 wind at 120 mph,wind reactions x O.Sfi will adjust wind load reaction lo a speed ot 90 mph(0.69 for 100 mph and 0.84(or 110 mph).All other coeKCen4s remain Ne same as shown. 13)SPF No2 a�SYP No.3 can be substiluted for SPF Stud Gade material(Roof Irusses only). LOAD CASE(S)Slandard � ENGINEEFING BY � qSX/.RM'i-Ved(y2esi9^Pd°^'�k�zanEAE.1DNOTE50NTHL5M'DINCLUDEDffiTE+CFE�F.�M�EPAG6.18-iC>]�HEF08£USE. ������ I Des9n vaGtl tor tise orJy wtth N�1ek cmnectors.lti¢des9n h basaC oNy�pon parrn�iers shw.n,ontl u�w an indrvidiml buidl�8�a'��°^anf. m I Appf�cobTM of tlesign parameters ariC PraPe�ir�co��°�'°"ol romporienl e responsbTity oi Wld'vg tlesgner-not ivsz tlesB^�B'°°�stw'�^' p :lrr lolerol svooM d mQnitlovl wa0 members oNy. A_tlditiomNempdrnY�oting b insu�a stob0ily tluring cort�N+cflon b Me re �wbill �iM1e I P MiTek Ptllliata .. . _ x.e._.,,,.�anilitv at�M1e b�lidrty tlesi9ner.Fr.9e�ral 9udanca regortling_ ..e e^..M.�pN � � ' � d � � n V . ._ _ . . ` J _ �t _ � � _ > � � o �-.� n� d E c o c� � `o 0 3 Q m `oMo `m o � u�� d� � o '� m � a °; ¢- m � O .Eo a'� . � � a n arn Nd °- ° _o °° o � m � Dc £ � m c c w o d d E o u c c � °.c S � � � o 0 �� d �N NS E 'O .��i �� « C V o U `0 �u m . � D ` N O t L OU 3 O � � N �m"+ o? �Sc s t° m . `oc a�o o° Ec �_ 'o o��' � o � uo u w mm mo ° �a m� o °O na �� �o � a �E nr °� r n m -a m'�„ 05 a � � �.8- ou £2 a� mm TC mo o � o0 0 � c- _ o.- �� o °_' o�� �u a p � „5 0_� c� c_ o`m oc oio 0 0� n �-�a V 7 '^m >,o d . �� o m _ `o oa HZ o� �� c ��5 0 �� c� a a .0 >.� o rn � � 'D C ?> �oo`o �.-`�m °rnn �a ?�� „t m� °`o D�o _oW m`m `o �� m `m � EE � 3 c �e j— �3 co �m oo �p �- `o°¢ �3 �m vm c°>^° m o� a� � c o� t E � nt a.m m V O C �°ip ��,v'oo o � "'�2m � u°.a o E� s°1 °� �' oa �� ta m=' °' m � End -°'o� 2 � U O �u._ D ' `o'c °'v 2 m t .- o Y v 3 u a �n`_° ° °m-�o 0 0 o E� > ? a � + � �o 3 ° o' m� o mo � ao r m mu ao ti.: � ov oE `oo „ �� ; '^m o o � �m � n`� n� au � c tNa `o �2�- o mq�° dc o c � m- c � � mto � d �o o ?„ o mE .00 0 0 2._ o �' oU ^, O � o�x �oa�-° n� m�m � onm �� „m o° °?m� �E tm �o mm o ov D �rm o9Y ��. VJ � � � � O �`o �O"mr °'� o°m°-' n °1ma ?� mx °'m ora �'^ `o mu Ev `o ° � o_° _°o �Om °'m E � o cn am._ �O � � °co o � 'Q.m � °. ° �� E oo� o".°-- r°' n` `�° a� � a-o D� u° g 5_° a mm� � ° _ G1 � o° � 2�� `mY -do �r m apo c� °� 01L n � °' 2=� dmd .°� c°i E„ m u> o °fc� ;,`u_„ °a O va �� iu > � 'g°'o � u-o -01°' �_ ?' 3 EnE °' � �= u °u o � � �°- a `o ° m m ° cny � j � �o `. oo mo om_ � o�o mv � o Pm o� a a'o Eom ao 0 on „ c° u'�-c°� wz O av � FEa z� a�o u soo o£ o„ »� U�'u a5 35a oa m°o V oo � � mn ma� o¢ LL O IV r7 Y uf Ih m � � � � � � � � W 0 O210HJ d01 9 . w L � sw� h � c �n v m s „1 3Q � � x � L� D� U U u�i '^ n ��` C � � 9� �� Z � < W � �D C �aar C O �LL O � � �3� W Z Z �Q .. �p O '^ w� m Q Y � d m Y L � �'3 u �i� u � Wx O e v � q a p �mu p� c o , � LL o, o, @�.g'� Q �..�/ �� m � mQ - � � o o E�1�"� p}�: N .� � � w � z� W � �Q � r e�n � a=�=v � � � 3 �un � � �y Q O wa W O ����� � � _ � �� � U O Q,n N Q �n^��o Ww v [p �N w ' W CJ(`��p 3 v � � O � Z� 3K � � KP�P C II� OI V 1 U U� W � W H � 'a � � u�x Zw U Q wriZc�n u z•- GN � N -Q y � Q❑ woc U � �v�i:m _ ��w zm O w �Q�vo F ^ a-�� m ZO,J O� O U ���� oaoH�dol °a� vZ d � waza ,. � m � ��` o � '' £ � o 000 °c_�5. . a`u o o c� �`p� c S �+ '� OI � d � N C N O U� C O � 41 �Q U '_ .N N � ' � C � �O .� U C E` C a ' � N N O tV �a� O O N O � �..� O O O O� O � C "'� D ��n Y t C n N C U Z O.N N . � � O 01 G N -=2 O � a�°iw� a�i �S m`o °' °-°� o rnE .� a � c o � mT�- , o� ow ."' `m �� ocw � 3ua ` � � c»- oa , � o��-o °- ° oc � � ca�� �'� �- c � a��� m"- a� a o� a� oa� `oE uoa� ❑ o-o._oo Eoo o '��a w-000 �ga Z a��° `o � � ° �; -°uo v �� � � ��- c' o � �� om"'�-- � W C N E . N a ` C N p_ � N � O a Z T N� U U U p� � � C V �F � ° a� co °' `o>- _ oao o Eo �L O �+ a�� oo �t a3o � owc p aa°Q?� �„ n� . 'omti- '- a �� a� — 3 ��-ooa� c � � c 5 ° o � � u o� N � Nm Q m�- .o mtc o�="oa_o � ° z � � °'oa v� o� '^''� � ° _ " `° °-�' O °m � � ° o� o � m-° � °om3 a�--� ac o � � Q� - v a�a` m � a-° ua`uE o � o �� � a U o�Qo °.o � �Q � sm � ov ��- os a >j-= -o � � � �.�U '� m N Z ��- t i � U F� 3a-+ U� C1] O- �=_'.� C . 60N �0 U dc • cUc � - � Q � ao Z. a o � mc�_ m � ' o o a Q (� v° °o m'a-o 0 0 (� � p `o a ,� \ cZo-�°'(� CU � �.} m \� \\ O � O I I � O N V Q � \ Z � � � w� m 3 � x z �?y � �'a o; .. ♦q � I � O Q � H � Q Jv� m�n v� � y � a m Cz yU Q �m Job Tmss Truss Type nN P�Y E61�1816 ORDERS EA-98]00 SPEC � � J b R (erence o t'wiai NVR Homes,X y �' ID:Zz6ryW IHDmkQfoSW IW 7LilzkwN-27ukhddwMW W KPBYmIYxReaOZCnjh9BefgyplPyU9o1 . -.. . jg5 �1469- _ . ..22-412 '- - ' �.ss �-aa �-io-s a.s= swia=i:im s s e.00 is 9z6 6 13 3�_ 4 3x6= it 69 i 3 2 ' � � � 4x8 II y e � 12 6 3x6= 3�4= 5"6= 3x4 IY ].}5 14b9 2PJ-12 �_}5 ]33 ]40.3 Plate ORsett X : 1:63-8 Ed e 3:42-8 43-0 LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/de9 Ud PLATES GRIP TCLL 23.� p�ates Increase 1.15 TC 0.89 Vetl(LL) -0.13 E7 >999 360 MT20 197/144 (Gmund Snovr30.0) Lumher Increase 1.15 BC 0.52 Ved(TL) -027 6-7 >989 240 TCDL t0.0 RepStresslncr YES WB 0.56 Horz(fL) 0.80 11 n/a Na BCLL 0�� � Code IRC2009lTPI2007 (Matrix) Wind(LL) 0.13 7-9 >999 240 WeighC 1471b PT=S% �CDL 10.0 WMBER BRAGING TOP CHORD 2 X�4 SYP No2 'LOP CHORD SWctural wood sheathing directty applied or 2-2-0 oc pudins, except BOT CHORD 2 X 4 SYP No2 end verticals. W EBS 2 X 4 SPF SNd'ExcepC BOT CHORD Rigid reiling direclly applied or 7-3-3 oc biacing. 5-6,4-6:2 X 4 SYP No.2 W EBS 1 Row al mldpl 2-7,4-6 OTHERS 2 X 4 SPF SWd MiTek recommends[ha�Slabilizers and required cross 6acing W EDGE be installed dunng�russ erection,in accordance with Stabitizer LefL 2 X 4 SPF Stud Installation uide. REACTIONS (Ib/size) 7=858/0.3-8 (min.04�8),71=906/03-8 (min.04-S) Max Ho21=821(LC 9) Max Uplift7=64(LG 9),17=-670(LC 9) Max Grav 7=980(lC 14), i t=1 t 21(LC 14) FORGES (Ib)-Marzmum CompressioNMazimum Tension TOP CHORD b2=-1377/8.23=8�5/0,3-0=-796/0,4-13=-246/0,5-13=-115/103,6-10=-013(799.5-10=-013q99 BOTCHORD 1-9=b72/1008,8-9=67?11008.7-8=�7217008,7-12=345/570,642=-345/570 `",�,�,'..liiii;(��� W FBS 2-9=0l310,4-7=-177/535,2-7=556/402,4-fi=-897/548 � ,�:\ ` ';:; {'{i�- ��l�h JOINT STRE55INDEX - �^� �� "_. -,., � '/ 1=0.58,1=0.00,2=0.00,3=078,4=0.48,5=074,6=0.56,7=0.54,8=0.46,9=026,t0=0.00,10=0.17and10=0.17 .�' ;•,,'`T��.�•. i�'`r�i - ,i',' (1'• .� � NOTES (12-13) ` �t �°`� ' 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaG II;E<p B;enclosed;MWFRS(low-nse)9able end zone and C-�j�= �` > _ 6cterioQ2)zone;qntlever left and right exposed;GC for members and forces&MW FRS for reactions shown;Lumber DOL=7.60 _ -r��^,7R5 I _ pla�e grip DOL=1.60 _ ..n S i`0.i��.--_ (�� ? 7�J ' . 5�.�:i;i t. , : f 2)TCLL:ASCE 7-05;Pg=30.0 psf(9mund snow);Ps=23.7 psf(roof snow);Ca�egory II;F�cp B;Partially Ezp.;Cr1.1 ;1 i -._ , « � 3)Roof design snow load hzs been reduced lo account for slope. �".�. �'.,!�`•.!n:ryf� �' �• ^� 4)Unbalanced snow loads have been considered for[his design. '� '•:"� �� � '%%..• ti. ,� 5)This huss has been designed for basic load combinations,which include cases with reduclions for multiple concurrent live loads. '.'�;���;,;..��' ,�� �Y 6)This Wss has been desi9ned for a 10.0 psf 6ottom chord live loac nonconwrrenl with any other live ioads. �:/.. - , � 7)'This Uuss has been designed for a live load of 20.Opsf on ihe botlom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 w�id�e 9 � �� will fit between ihe bonom chord and any oNer members,with BCDL=10.Opst - � 4�^'4�--� 8)Bearing at joint(s)11 considers parallel to grein value using ANSIlrPI 1 angle ro grain(ormula. Building desi9ner should vedy capacity of bearing surface. , 9)Provide mechenical wnnection @y others)of iruss to beanng plate capable of withslanding 64 Ib upliR atjoint 1 and fi101b uplift at joinl 11. 10)This Wss is designed in accotdance wiN the 2009 Intemational Residenfial Code sections R502.71.1 and R802.102 and ��� O � �Q�� ConfiwfR��GG�3�ardANSI/TPI1. _ . _. � WAItMNG�V�tlesiB^P°^�^'�rsund�EA➢NOTESONTffiSM9LYCLU➢3DMTLRAEFE.iENCEPAG5I61��4�33�FVREf15£ ENGINEEflIpNGB�Y pezign volitl far vse only vdM MRek connecfws.IDk tle»gn u basatl oNy apon parometers zMwn,antl u for on intlivitluol bolding romponeM. ����CO Appbcabiily of tlesgn parameters arM pmpe�iritotpomtbn ot componen�u respo bSty of boWmg devgrrer-not lvs tlevg�w.&adrg sMwn k iw lotaral s�ppwf oi i�vW�01 web members oNy.Addmo�'al tempway boO�q�o i�s�re s1a00ify tlwinB consh�cM1On e�he respo�eibJGFy of ihe � p MRek AHllata erecta.Atldifional pemw'+ent boon9 0l Me overaA zhuci✓e e tlie res�o�w'SRry ol ttie Wdd.rg tlesigrer.Fn'9er�eml guitlarice regatlirg �ppiicptipM1 pyoNy conhol iforoge,tle(rvery.e�ec6on rnM txocNB.������ ANSI/RIl Wafily CfiMq USB-89 antl BCSIi eu0dmg Comporrent BtB SouMatle Rwtl -_- , , v� � ... � .� - - . v _. . .. � °' = ' ' � o. o �o � o �� o w �_ I � O m . 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I �Q a :c �o � y �a h � Q u a� n_o u o-`u�° a��m�° E °o m� o � I�- _ �- u `o ��30} `oTSc a °-o � ❑ c o 'o � _- o * a o '- � �.�..o�. � � m � o o�V o�°� Q ' c ca " �U � o�`_ °im ; V N+ � o U v o m.O_'�p-Q= c F � I � O O W � � O � O N j �� O � uv N � m cZd�mC75U O � N J , Q I «� � X z Z "'C'd o' i '�^ a � � � '^ ~ m.- .., Q , � � Q m GZ NU � OIY Py� E61]18]5 Truss Truss Type Job � Eq-96699 SPEC � ' Jo9 Reference o �ional �nc. W etl Oc�12 13:03'.09 2011 Page 2 ORDERS '/25a s Au 25 2011 M7ek IrWustnes, NVRHomes;X ID:ZZ6c��HDmkQfoSWtWIlJIZkwU-SwKMl1HcT920�iFZMCAilux2Lyo�5pN�ODGDryU9om _ NOTES (i&13) g)pmvide mechanical connection(by oNers)ot Wss to bearing Dlale capable of wilhstandin9 2661b uplifl atjoinl 15 and 2221b uplift al join� . 70)This truss is desi9ned in acrordance with lhe 2008�ntemational Residen6al Code sec[ions R502.17.1 and R802.102 and referenced standaN AN51/TPI 1. wind reactions x 0.56 will adjust wind load reaclion to a speed of 90 mph(0.69 for 700 mph and 0.84 for 110 mph).All 11)"Semi-ngid p�tchbreaks with fixed heels'Member end S�wry modei v2s used in the analysis and design oilhis ss. 12)Desi9ns checked for ASCE 7-05 wind at 120 mph, other coefficien[s remain Ne same as shovm. 13)SPF No.2 and SYP No.3 wn be substituted for SPF Slud Grade material(Roof Wsses only). 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N � a oa�U,� F � � m -- 3 a-o �aFo Q o p �60 �o� . a) Q �C �CN o U m.� � a� x Ea� � > � � � � .`o m�cc m.� oQ-o 0 Z � � °1 a-o v m m H�� c o � ;�t o m V o`x� o o Q°� a� a�i a E o.m 3 ��� a c o � Q� '-" 6 a�a� O u a� a-o � `u � o a a U`oo < o =a °a� rm ° 'ow t- os J �° »�S -o °-� � � � °U�°�a� tEt z ��-► �- : � v � � 3 (� �� °.` �=� � . ° °"' o�° m� . �,i .Z ' cUCC c � O o a a �U v o �rnD a�a � py � -ad � ' P O > r� O �� ���'�~ � U r � O � � � � Z��m(� CU � O i U QJ N � m 0^ \ � � I � O N �/ � U� N .. �Iq"� p � ap� h �^y- �C � �2 P .. v i a o- 0 a V Q W � N� v� � J � . C Z ✓)(� Q �o] �oy Tmss• TmssType �b PN E6171075 ORDERS E4-98699 SPEC � � J b R � e o fonal NvR Homes.X - . - -- 7.[5'u s Hug 2i 2G i i iJi i ek.Iri6asLies.Vr�c. P:-'Uc::G:::u3:G5[ui� Pa3e'I I�:ZZ6qW IHDmk�foSW�W]Lijzkwi/-SwKMUHcT920fFZMCAI iux2Lyo�5yjNQODGDryU9om • • -_ • -. " • 30d 3 BA-15 � - -d 14qE ti��l_b�6b5�_. • . • . �ryp 4d+9 489 �Y6-0 � 1£-0 al'A Scalc=1 fii.t 4x6 O 8.00�12 3x4 I I 2 3 1� 3x6 i � 9ni O q 3xfi J 5 3x6 Q fi �8 13 12 11 10 �1O o 4x4- 9x4= Sx6= 9 Sxfi= . 3x4 I I �a�x4= 3x4 II Sx6= 3x8= 3x4 II B001&= 30.0� fi- e-0-15 12-1-8 16-1-9 '15-1-8 }p.p 5� 6-69 6-6-9 }� �-� Plate OffseFS X,Y: 9:0�-00-3-2 l.OADMG(ps� SPAGING 2-0-0 c51 DEFL in (loc) 1/defl lJd PLATES GRIP TCLL Z3.� Plales Increase t15 TG 0.33 Vert(LL) -0.04 71-72 >999 360 MT20 197/144 (Gmund Snovr30.0) Wmber Increase 7.15 BC 0.58 Ved(TL) -0.11 N-12 >999 24� TCDL 10.0 RepStresslna YES WB OAS Hoa(TL) 0.10 7 Na da BCLL ��� ` CodeIRC2009/TP12007 (MaMx) Wind(LL) 0.0310-11 >999 240 Weight1081b FT=5% BCDL 10.0 LUMBER BRAGNG TOP CHORD 2 X 4 SVP Na2 ` TOP CHORD SWCNraI wood shealhing directly applied or 5-0-7 oc pudins, except BOTCIiOR� 2X45YPNo2'�cept' endverticals. 2-74:2 X4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Eccept WEBS 2X45PFSNd fi-O-Oocbracing:73-74. W EDGE MiTek recommends that'Stabilizers and required cross bracing Right:2 X 4 SPF�Stud � _ be instalied dunng truss erection,irtaccordance�with Stabilizer Installation uide. REACTIONS (Ib/size) 15=570/0-3-e (min.04-8),7=634I0-3-8 (mia 0-1-8) ' Max Horz 15=-400(LC 10) Max llplift75=266(LC t0),7=222(LC 70) Max Grav15=658(LC 2),7=735(LC 2) -� FORCES (Ib)-Mar.imum Compression/Maximum Tension TOP GHORD 7-2=-277/139,2-3=38t/t30,3-17=-224/130,417=376/127,4-5=-843/159,5-6=t556/270,6-7=-901/173,7-8=0l27, b15=fi66/256 BOTCHOR� 14-15=-113i398.13-14=404/198.2-13=325/27.12-13=-01/346.71-12=0/646.141t=-117l1243.9-10=-09/701. .-1�';�;'i:ii;l: 7-9=-46/631 '•�?' ,-;��;.�. ��'!)' WEBS 3-12=0/329,4-12=-Sfi7/262,4-11=013d9„5-71=629239,5-10=01393,640=76i705,6-9=-356i51,1-t4=t5?I557 `.';� �_�:\ ,.�1, '� ". � .. t�`4r',� JOIN7S7RESSINDEX ` � � � ^`F^��-' 1$�O�Cand 1 =0.46,2=0.38,3=024,4=028,5=0.34,6=0.37,7=020,7=0.00,9=0.18,9=0.00,10=0.36,10=0.00,11=026,12�`D3$_93:;q$8;9�=Q.6�;_ 76=�0.00 � t =�' e NOTES (12-13) ^ � _ `�l?.:`�'r..�t'•j':;�tl�'. ae � �. 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BWL=6.Opsf;h=25ft;CaL II;Exp B;enclosed;MWFRS Qow-rise)gable end zone and C:� -v ; _ `- fl� � Cu � Ezterior(2)zone;rantilever left and n9h[exposed;GC for members and forces&MWFRS for readions shown;Lumber DOL=1.60 % '^,. ������� ' '-�t ti :,�,, �; � , plate9riPDOL=t.60 , ':p '^,lf1!�:;c•'�-:•" ��}. 2)TQL ASCE 7-05;Pg=30.0 psf(grountl snow);Ps=23.1 psf(roof snow);Category II;Ery B;Partially Fxp.:CY-1.1 �'�`/<.`.;, �•�•..•• . \�� 3)Roof design snow load has been reduced lo acwunt for slope. ��/:(�j1,:���� 'r-"'Fi� � 4)Unbalanced snow loads have been considered forNis design. /��r I 5)This lruss has been designed for greater of min roof live load of 16.0 psf or 1 DO times flat mof load of 23.1 psf on overhangs � 1 l f non-concurren[wiN oNerliVe loads. 6)This truss has been designed for basic load rombinatlons,which indude cases wiN reductions for mul6ple concurrent live loads. 'n This tmss has been designed for a 1�.0 psf 6ottom cliord live load nonconcurcent with any other live loads. e)'This Wss has been designed for a live load of 20.Opsf on Ne bottom chord in all areas where a rectangle 3-GO tall by 2-0-0 wide will fl between lhe bottom chord and any other members. Continued on page 2 ��� `�� � `-0��� " AWMMNG-9enjydergnp�ame4-senEXEAOARJP£56NTHISAYDINCLCDSDIlSTaBREF£RENG.PAGEMII9<936EFJAECSE. �ENGINEEflMGBY�o Des9^�oftl tor.vze onlY lh M1ek conneciors.ThS tlesign'v bosetl only upw porometers shown and¢fw an imi�vitlual boldrng component. qppfcabilir/ot tle{gn pammefers vntl proper incorpwofion ot component h responsblity of builCing tlevgr�er-no�ir�s tlecgnec Bmcing s�ovm s(or laVemi soppotl of indn�itlual web members oNy.ndtliROml tempomry bmdng fo irssure zfabiliry dunng corufivcfion b Me resporuit�llRy oY iM1e�� � �/,miiek nXl�la�e uecioc Atltlifionol pertna.�e�t bracing ot Me overoll sfiIDh�te'�s the�espori.sibi0ty o(�hE b ltling tlesigne�.For genervl gdidan[e�egordlrg . . . _._ _. ,..:� _,_,_,,,-__„ ,.e�'...e... e.e.n,.;...M M1mnno.mrssuk AN51/fPll�mM�+�le�i4 DSB-B9 ontl BCSi1 Bui�ng Componenf. Bi0 SounOSi�e Roatl en ' • f�13 �; A 3� n 4� '„" � � �s .__ .� '� = � �_ . ' _ . E oc o � . . ._ . . m� � o o�; . . 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U o 'a.� �� o�O„ a,D Nnm rn aY� :30 ��o :�.a o�II on �a` �v ° o o E� ? � o � ,� � � o YJ 3 � mc o mo o � t>d mu �o� �oo oE `oo N � '^m o a r. o-� a� �- °i u a c t N a ° o=.o o d P m c �...o � � d_ c °�. 3 � u m_o � � m � O � t° �.cn�� a� a� c co n o=5 25 0_ o�o � '^o a�E ao � o 'S� o �2.m t oom `o m �� � � J C 0 d L O O O N � N'0�01 C N-� c 6 7"O O G� O Q � N N C N � > �.c D �� E >. � � ox � an`�-° oo y`um ond �� m „.-. o.` o E rm `o `m om ._ � N.� -N C � N N C O � 0 7 O �N C O C �O O- d 3)« N O IY4 LL � oo` �O.°'t �� �om`.� .mo �m.`o ?c mx °'m o�v �o m.� E� `oo � °� -° �`c m n�m E � o v c o ��' x o u � o o r�m a� � `o ai m c .c o o m m c u '„d S.f o � �° 2 °�m m dm `m m n�OC�� °`> `o� axit '-n� a� �a-o �� o� 'uo �° mEm o�� � � .� a a._ m � �� pcc o° cc ° mcd +„_, ��d om u � a �c�� uN °a 1 � � `my rn_ E m � c n a p .c � Ea � 3- �` O om � d >o > o >�ao u.�o rnw m= m3 E ° mu �-'u �'o o c ° ° - o ° u m °.- m_ � � � -oo Fpoo ma om- 5 oco 'm� co P � a °.o o.o Eom ao °' o `a o m�>.o .>-oo . � Q� 3Eci Z„ aao U aoo or �„ ,� � V °�u a� �ca oa �°`o U oo - � m $ � o� o¢ 4L 0 N (7 Y N y � ,_ N [7 V N cD P O � � ry aaoH�doi v r � S-9� �n 2 C � N u�j °'� U Y� � � „� U u '^ � C O � t ^ ^y t. M 94M b O c Z � n µ� _ O o¢ O �= t(a � co �Z � Q � �, s m „ W° > m a � . t � �3 � "� �a oi o o M aC � - ¢� 0 O � W F � P P G � �1�/ O m U df{� Q O ¢ � th 1� � � z� � �z N �- m S °�U' Z Q V O p 1 p' v � E o 3 U =? o � ha � � � a��F`m •� � � f z� �., � �e � OO �'°'*a - `� /�y �' O �-am � �Q m a w�o w °z rn tdf = K h y Q n No. ^ �� po c Tq U O Q �n Q v�-.-�o W W w` �.68 a. m ��n °" w M r�.p � w r+ m �� m Z� �� o t ,o"�m 0 101� c �m�' a m a s � ~ � u � O C � � �n w n' w � �o ^ .A = Z� U Q w c�i Z r> U C�-- E� H N .V � Y � N fY F K i-jw o[r� O W �PVO � I kU � ZQw aj � U ��'W� I Qt�0H� d01 oaF UZ p. U WPZP m v' O L.0 O T �L � a� G �J r � � U O . 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' a � � � � Q � ti m� � � a °p � Q �m Job Truss Truss TYPe Qb Pty E6171814 EA-98698 SPEC 1 1 ORDERS Job Referenw o tlonal 7250sAUg25201tMITeklndusUles,lnc. \NedOcit213�03:0920t1 Page2 NVRHOmes,% � � ID2z6qWWDmIAfoS`NM''/1JVk"N-SwKMUHcT920fFZMCA'Iiur2LDOVy�wVQODG�ryU9om 12)Designs checkedTorASCE 7-OS wind at 120 mph,wind reactions x 0.56 willadjust wind load reac[ion lo a speed of 90 mph(0.69 for 700 mph and 0.84 for 110 mph).All _q other coeRcienls remain the same as shovm. 13)SPF No2 and SYP No3 wn be substituted for SPF Stud G2de matenal(Roof husses only). LOAD CASE�S) Standard A WypN[NG-perifydasign➢�°metersundAEADNOTE50N?ffiSANDINCLtJDEDKTfEKREFF.RENCEPAGEIRI��4T33E£VREUSF.. �g�ENGINEEFINGBV Design vvlitl for vse only wRh M1VTek[onnectors:This tlrsi9n is based oNy opon parometers ihovm:antl h tot an indivitluol bvlding componen�. e m'������ Appfcodliiyotdesgnpommeiersontlproper'mco�po:ofionofmmponenf'¢responsi�iMotbulGingdesig�rer-rwfSUStle9gner.Bmcingshown W qMRekAHiliale u fonbterol wppwt of indrvitloal web members only. AdC�fiorwHemporary bracm9 ro i^nre slobliy tlurm9 corssfiucnon u Yhe responsibilliry ot ttie erecta. Adtlitiorwl pennanent bmcing oEMe ovemll sfivcNre e Me rezporuibifM otihe buildrtg desiB�ec W�generol gv�once regortling �obn[ofion,qoality confrol,storage:CelNery,erecfion ond bmdrg.ce�uvtt ANSI/IPII Qoafily Crilerie,�50�89 and B611 Bviltling Component B18 Sountlsitle Roatl _ . . . . ..._ _._, _. , a;n ne vq��v.I ee Sheet Sotle 312 Nexantlria.�A 22314 Etlanton,NC 29932 � � � J� � -- - i � L�. � = ' ' Q- o`„_`o m o °� o . m t p O m . Eo � . a . _ `m � � a�N c �ti � o 0 3 � c �� � OI W N t C C N �O N D n � Q� �N � "O O p� L a N d~ •i-a. m y m_ E a . � a� E o � u �c c a a o p � d � a v r R� c�- c °m` S � u o � - m . o m � 5 � u c o o . � 'oi m"' 0 2 5.� � o ° �`u a :m `o o � u o *a- � ^��'� m:oo. c-o ��o u u�� o= °o am oa .02 N 'o o�� � s � �U 3 � m � V � � m �Om � O om � a�o= .a� �� ��' `o � om oc n `oa �� o v o� n°� o � Um Z >, �000 . �� �o,°- ° � ;� o< uo -ci m� . �a mr � �'� n H ° °u `c�°- `o � oo m-`'o u.a� ._ a o �29a „t o�` ao DC90 -° m ._ n �oc m o` D o0 ooi o pe 3 o � m oo �� oz �. �`o c �� ap� mm .o . E � o V O 6 rno rn�.- y- .o � -oo > `oN¢ a3 �m mZ o `o`u � c a..-' n` � m m � � � 3 L„ �' � � �d�°a ca h . r a�pr _a o� �om uom o:. .m �� oD £ � m a� o _m.� � q� V O u.- -o'.o� o�a 2�m� rn o c� 3 o E:-. t m o u m c o «n A a � m m � 2 � a� ai m m' v 0 5Y � V 4.� ��O)� D O L a 4 O u.?� N O N a D a U O'O O E ' O O N� �.O C �.N � J.O N � N U O � 0 � ° O � °'u� s'o o� n o'�° � 5 00��. po 2 � p m.E Do � o ��� o �c u° ms `o L� °d � � � p °� a�a�b a�Oio dm.m � °�� ma�i °'m Ta o`o ��E Lm �aai m°i � `md > a°' m°� ��o oU (� a o`o cN �t md a� m � �Em EE� �.� � � co� d� r . ��o 'm � oc v �La� om �2 4J N �o 0„5.., x.� ° .c n wo „�, c mx � N o�� Na v� �u au a o �o� t-�� mo 8D o c °2 �rn a� `m' E -°_o 0 5 m a:� �- o ai °;m v o`o � `o.� o c`c'_ °'^ m E�. m E v `m .m a c� °`> o'- " '-�°` -o �a p c c� o o m � rn a m_ �O � a n o� �m >-u `w-'� °�mt E �a� o° c � � o d t �� � n a� m o�m °- �`u u'o c d m - S ° � ? � pO �DOO 'mo o�m_° 5 0�o mm m- �.; -009 �c°> ��` u.� E � m ao ° °'�'_ �°`N °� Q ¢`0 3E� z� aao U aoo pt �r cm o°p ov Eom ao� �� `c �n o ° ° m ma�. �- � » V�'u �c ?�c n on o o aa °"�o ���pOC mz 66 � � c� r�i v vj ,o �� m o. � �v' �.j Q O N �a = � N Q � O.N O G � •- '- � .- ._ � P O � _�� N 0210H�d01 � L � 56J � d r > � w N ♦ "'0 N � N�d (�� U �i - 'li y Y 01 /'�p � � Uw ' a EV '- t!l �9'fM O� Z L �'1 dm. C� �o U Q Q OI R C� 3 � ��, . � - � o - o m �+Z z ¢ � � � � � wo � m Q � v � 3 � �'>, u O ��, m v ry � , m P°R o �` a'' w+g- u�i � v "G=' F m'n � C Q N O W�'"' u y �' �` C � B C A W � 0 m U �(:! W Q V O O � � a �= y � a a 3 � �? o > .�Q � ry � � Wz ' `w (U �" O O Z� W � �� � a- ��v _ [-LM t- �F rc y w�O w O 0 w a a � U O � Q�n Q L No` ^ �� Fu OI � [L m' m n�h Q .. ���� 2 . � O w�� �Y'w � t ��O�O` ;W �0 C � �o .. �1 u Uw o� � p No�a. 0 � � u . wx z� U Q wc+i�'� 4 wc Go,_ a� U � ��nr�`r x 2 u O u. � N M P cD�' �.�., ^ PIJ ��w Cm p (L� �� � oJ Z�W �� O U Kt`�'Jw.- OLOHJd01 �e� uz a U �,a.Z� P >- L � N m OL.S C N C.� a,`� U m O � ° o m° � oa .�� . o�� o Ul � C N J w O c 9 �C j N N . `p U._ . O . N � ' p) � ' � . - O� � C . C O � �N �O V p = � ' � '"£ .0:6 s`o � m�°.O�`o 3�`0 � O � o � c Eam oc-O'� L OJ �n Y L N � �n N N � OJ > N O O .O C" .��'�`o� ��� m`o a_' Bmo ��� a� �`oo� �U � a � = o .n-o 00 . ."' � E oc_ rou.5 0 � _� !-g. o�U N O N O � U� O N `s C Q'�N 1}'U w 3 U b O � m�`p O y �"O O .Q C O . �r,- C O-p-O O E 6 O C—C U1 O�'U�.�� . u� N-� �,.: h � U 6 � C N C T`— � � C� a a 6 N � � ° a� c o�a� � =a � ' �' a a � N p o 2 Q� �o � o m �� o m�,,.0� p ° a°- a �= _ oao o E,o ° ° O asa� uu� `m m ° � uo2 a- N Q m � � -d oo t a3o � o � p °'� ��.� x° `o �.�� oN -oa��nm Q 'o��a� -_„' �n � �'a Z � aa� a a� m �.� m a � � ��� c ��- , p .a>� c 3 ��o-p o a� o �'- � ac o> > � ° � �so�m V ox� u o�o `m .m= oaa � o � � c�`oo¢ a \ � °aaai � m° ov �3°� o ��a�o � Q'o� ocoo�m� � � . � � aa Z �.QO� � � mc a `o�;,�UO �a� �v c a ' �Uco�,- � u � a �n p o U 'O O �.01'E U� = C , O � + ! ao �' m � ° ° ° °'aaao � 1 I U W PI � m C Z2�m(J-U O �/ ` d � � � p O Q �^} W � �� P .. . ;' N J V F� W j \ W._ _ °- . j, m a "'� m� c ? �U OH Ply E6171874 Job Trvss TfussType 7 1 EA-98698 SPEC Job Refuence o tional ORDERS ]2 W s Aug 25 2071 MTek Industries,lnc.Wed O�t 12 t3:03 08 2011 Page 1 NVRHomes,X ~ �O:Zz6c�✓�'WDmk�foSW�W�LIIZkwV-0Mm�;b�IGO45AeTWTM�VATPAIDFgMCMrigXyU9on ' 1S]� }5-5 s�1� 61d2 -11 &65 $ale=1:SG.d A5� e.00 iz 3 9 3z6 i . � 3.fi� 3 a s �� 6 Sx6= 8 � ;zb II 3xe= 3v1 II gSt2 1S]-8 3-65 511-1 G1d2 3 65 G51 DEFL in Qoc) I/defl L/d PIATES GRIP >999 360 MT20� 197/144 LOADING(psQ SPACING Z-0-0 TC 0.38 Vert(LL) -0.03 4-6 . TCLL 23�1 Plateslncrease ���5 Vetl((�) '���9 4'6 '999 24� BC 029 Ho��) 0.01 4 �a �a (Ground5novr30.0) Lumberincrease ���5 Wg 0.56 �999 pqp WeighC941b �T=S°� TCDL ���� RepSVesslncr YES Matr�) Wind(L�) 0.04 4-6 BCLL ��� � Code IRG2009lTPI2007 ( BCDL 10.0 ggqCING LUMBER , TOP CHORD Siruclural vrood sheaNin9 direcUy applied or 6-0-0 oc pudins, excep end verticals. TOP CHORD 2 X 4 SYP No2 lied ar 10.0-0 oc b�acing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direcily app'2 7 WEBS 2X4SPFSWd yyEgS 1Rowatmidpl . W EDGE MiTek recommends thal Stabilizers antl required cross braang Right 2 X 4 SPF Stud be inslalled during tmss ereclion,in awordance with Stabllizer Insta��a6on uide. RFACTIONS Qblsize) 8=570/03-8 (min.Od-8).4=634/0-3-8 (min.0.1-8) � Max Ho28=-400(LC 10) Myx Grav8=658(LC 2),4=735(LC 2)10) PORCES Qb)-M��mumCOmpression/MaumumTension 3-0_881/18B 45=OY27,1E=b3vz8� .. TOPCHORD i-2=308/171,2-9=175/151,3-9=394/149. \.\1`1Y!!;-lllflj/� BOT CHORD 2_7_2 811 24 9 37?5093349,3-6/0 268.7-7=1 8 414 4 9 .``�\� �`_ S I p��./�//!l WEBS � �! �� :ti� ZC�`! ii JOINTSTRESSINDEX `�` ��� '�`�S?E ' ,` �' _ :tt�'�: ��!�". �� � 7=0.40.2=0.29.3=0.21,4=0.20.4=0.00.6=0.t0,7=0.56and8=D.13 _ NOTES (12-13) Cai.II;Exp BI enclosed;MW FRS Qew-rise)9able end zone and GCL: ."' � I y^f;.,4� •. � _— i)W ind:ASCE 7-05;120mph;TWL=6.Opsf;6CDL=6.Opsf;h=25ft; � �, ;: _ �� ` Fxterior(2)zor�e:�ntilever leR and ri9hl exposed C-0 for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 ` ,-p� � LJ — plate 9rip DOL=1 60 B;Partially ExP.:Ct=1.7 -'� . �� GJ � 2)TCLL:ASCE 7-05;P9=70.0 psf(ground snow):Fs=23.1 pst Qoof snow);Cale9ory II;Exp �';' ` - . �, `` 3)Roof design snow ioad has been re0uced to account tor slope. ':( y`R `, 4)Unbalanced snow loads have been considered for fhis des�gn. ,�� 5)This Uuss has been designed for 9realer of min roof Ilve load of 16 0 psf or 1.00 limes flat roof load of 23.1 psf on overhan9s nonconarteN wiN other live loads. �"%1�;���' 6)Th1s Wss has been designed for basic load combinations,whkh indude cases w11h reductions for multiple concurrent live loads. '/)This Wss has been designed for a 10.0 ps(boRom chottl live load nonwncurtent witli any other live loads. ���---,,, /// g)'This truss has been designed for a live load of 20.Opsf on Ue boriom choN in all areas where a rectangle 3�-0 tall by 2-0-0 wide� will fit beN+een the bottom chord and any other members. 9)Provide mechanical mnnection(by oNers)of Iniss to bearing pla�e capable of vrithstanding 266 Ib uplift at joint 8 and 222�b upli a joinl4. , . � �oS�T . 70)This truss is desigred in accordance�+'i�h Me?�9 Intemational Residential Code sections R5�2.11.1 and R802.10 2 an FEB Q �� refe2nced standartl ANSUTPI 1." 11)"Semi-n9id pitchbreaks w�th fixed heels Member end fiwly modN was used in lhe analysis and desi9n of Nis Wss. Continued on page 2 W��.��y�ei9n yu�¢mcters anE RFill�M��F^`'ONTtfIS AND INCIADED Ml9'EK REiEREMCE PAGE M➢-^{]3 BElVRE USE. ENGINEERING BT�� I A ^ meters4�own.onNe�IXanlndm'dudbuWm9componeN. o P AMitekAtllliete Dezign�olitlfavsaonlyv+lliN+�ekmnneclors.Th¢desiB^ab°�tloM^eni'¢�repomiblltyotbldmgdaGgne-��ctionisf�e pomibilrysohite ���� .,...ArnniliN o(tlevan po!omefers antl propat IncorporaM1�m�jempo or)'b�ocinB,�o�ure stobL�d��ng�'ce�rol g�itlorice regordinB �,�5.��ae cr� � � Q) � � � _ � °' _ . ;, _ _. . _ . - � - - t . . . _ a m � �� �; .o � a� m`m m° � c°'ti d a o�� I �i„°�. � ai,d m£�E -a � ��`-.° .c c � j a O1 N u � o m n o o a .� �� o o r �S c �w c� - m o . `u . 5 �o m . v ` „ `o o v uo 3a �3 � 7 � �'m m� ° 3� �T o ° m n°� wo �o 0o cE ot n � � n ; v �'� om c � o ` rQ °o� r � ov 0 00= a� `c� om o � o � a� � op � ° m o � �u D (/� V� 2m � m�' °'"° co c �;n_ oz �n` .nm � v a�o. m« �� °'N p. n ° �° orn o �C 3 ° ca �m o� ma ° ?oz '"� �o �O D�O o� a�i_m` `o ° � m `m „ EE c�; o Qp � a�o s� °__'� o° 'oo > o„a n3 � d �om °u°m o`� °`m -oc �a � v � `mo _a,m � r5t..� U � 'o�� 9:� `0'O m� 2mc °-' oua 30` EE �Q °�� oa £o om oo `o E� r � °-m -°� � �i/ � � n`� ac�o �o „aoa o Uyo u�o �B°,` �o� `uov o? `oo Na � � c �m o � ° m � � o0 � O al ' _` �. �� � mc c-a �� 0�2° 2:c ow oo � '^ o° � E �o v° �5_°' ° `o.d ��� jC U NLO � ] N Vf � � o� Eon`�O no �um ° on°`�' mm maai io o2a °E M� �m dc_°' '" _`mm i �'r� �° Er � � O � rna � v-� m- m � m „ od m . �o � ° oc -o .m om O o_° ��`�_° c01i='. am`c � mmo ?c mx v� o=�o _ m D: Eu o� � o o `oo� t�� m"o � � � U J n X D U:' O O t O dc - O O N U � O p C O.` O C�._ O ."�.�N E > � o c �2�j O) Cl E 0dN N ¢DC O'> o' -tl... ND 7 � Uc t C O jo 9 N m m O.N'u „� � a no n.o >u d� °aa E � oo mm �� �; nan ao 9m� .°_ °' E' m uo p m� m o�'� o= � � � ¢'o ry3En`� z-„°� a-0'oo V ao= °'t cr 2 „ o°�o `ov Eom no ° m � �a o �°m :3�0 o,a � � � O r � � >> U?� U a c �� a o a m o U �o = o � v d � O� O Q lL � ('1 Q h �O 1� m P � � H � N = m � � O � N aaoH�doi -� L � 5-q N � C N e a �p W � K N VT A"�/ U Y�- Y. O Uw � N OF w � � (`� 9SM � U aC Z �) V � C � �LL � � ^ �\ 3 � �Z � Q `?� a� w N � n W O J- (D Q � U � Q p U �� U� WF � b � �< � m� � � N O L'�- LL N P O. C � g�/ p _^ V � � `n W U �(� W Q Q O O � sqii�a p �y y �� � � 3 � Z? ° p v'n m c�v ��J �W a:��i f� � �' �o � 0 p.�`� . (is � ° rs'n � ^ ..r.a � a w p u, � °u�A rn �{q) a � sp�� c "°' � IL O] �N m N W .. ("J�(7�O� NN W W N � � O m ZS' �� � � �OhP ��II� C .p av \� V W O�- � O �PK QIfA OI � - �+ = 2� U Q WMU'� w u z� aN t- N _vZ � <� H� u � ���m v '_ PIJ �-�w �m p W �PV'O � Z�w �� 0 U K��.- . 2! aaoH�doi °a� uZ � � wPza � � � T L J OL C C �•- U m O X N O N� �O O C j y . O U O � � N C N J w O C� `Q� C J � ` - x � o . � oo.c � oo � �.o � �_ 'a °' � �»as � a� m= ,°,� °-ao� 3� � o' � � E-oa� Z E 0-0 s0 NC'FO O � � N >� � 00 � �� � C�Y� � y � a C� � C � � � � C U � � p �O.-. O� C� NO � �� mE LpUC p �^ S� Q � OC�-Q 0O OC ' `L CO_E� ,p�Cw 3U"pp - � ��p0 � o:oa� om oE uoa� c o-o�- Eoo` c- ca� `o�=.� m.�� . z � `- o � E � o . 'o�o � ��o ,'',�- ° gc� aoo �� „ � � NC"_ N 'C e J CNp_ 9 p) y00 Z � ti OUON 'U �minU j O NOO �7 �00 QDO p..: -ONNa O �O`� N � O �t O_� O � p �� � T K� � � . m Q C 3 ��a �a.� o NN-"-' N > N � n C �._ .p 0"" C N � U Z m,� Ea-° d'� m �'� c ° � ��pm V oR� u oo` o `m .�� oapa ° a Uoo¢o °d o°-o sQO = Q m� � O ua� a"a uQ`u� mm °cpo�n3 N Z � �- : °_ a� �- °� u av �'3os a ».E `oNo � o � oUC9�aaai O I • mc U' S� O.•- C�NC ooNmom� Q F _ O .� o � '^ cU � [ EN M Q �� p � U D'� N�`O�p C �� V P " Q O O 6 N j��� O � � � U N N C1 � Za�m(��U J � O � W f � O N � � � y .. A Q r- a 3 w � ? 2'a (' � G y � �} yJ C \ P .. d d J V � Q J - roi ^ � � m � Z mU - Q om i , TrussType �IY PIY E61�1873 Job Tr�ss SPEC � � ORDERS Ef"9869� Job Reference o iiowl 7250 s Avq 25 2�11 MTek Intlustries,Inc. N'ed Oct 12 13:W:08 2011 Page 2 NVRHomes,X _ . �D'ZZ6�y�'�H�mkINoSWIW7LIjzkwU�krn_GxbiOIGo45 AeTNTM�U9MP91DFVJMCMrgXyU9on 11)Designs checked for ASCE 7-OS wind at 120 mph,wind reaclions z OS6 will adjust wind Ioad reaction to a speed of 90 mph(0:69 for 100 mph and 0.84 for 110 mph).All othercoefficienLS remain the same as shwm. 12)SPf No2 and SYP No.3 can be substiWled for SPF Sfud Grdde material(ROO1lmsses only). LOAD CASE(5) Standard ENGINEEPING BY � {q,VtgfhYi�9erify desi9n P°�^etr anE P•EAD 1r�T£S ON T1f15 MD IT'CLUDSD EIITEA ItEFBF&�E PAGS ffil.l�1J 8EI0'�USS ������ I pesgn valitl fa ase only wltM1 Nuiet connectas.11JS tlesign¢boseC only upon paromafers siwvm.ond'¢1or an intlividool Widing componenL I Appticab0lry oi tlesign pammeters aM proPer�nc�PO'°hon of comporieof o respoiss�bllM of builtltrg designer�not ivss tle9gner.&ocinq slwwn � q M�Tek nMliieu e fo�iateral a.P...p.„q�i��...mM nent braca+p om1M1a o�aro0 sfru Ne¢�ftie re�sPOrebyN oTtlw W9din9 E�esBner For 9�'4�+donce e!g�l�i9 of tho 818 SouiMSitle RoaE . . . __ � n n..�wv Gileda OSS-89 aM E611 6eIISn9 ComPOnen� _. . ..^ �� � .� � � � � b. . � . � . _ . ..7._ . _ _ ..�L � C! _ > E o c o ' m-o C `o . a 3 Q. o` „o `m o m � . d m d m� c p 'U o� t v dc � O m . 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LL o. o, � e�.} 0 - u kJ/ � �n � �++Q - ti c7 Ih '� � °'.`S` 4 �F m C�- � E � � U �? o � �� � � � � i�� F`m k�° � � O O ra g � wd w � �'�"' °��a rn S� S CZM � ^ � 4 P �� Q,o C /"ti. U � Q.N Q h.-��0 41w 41 ppp`���°°°6 [L m w� w W MM�p� 3 _ � � O m W� �� O ~ �P�P n���� �� � �, '1 U W w �W U Q W(7�M C � _ W U � zr Q� F- N .VZ Y ao,_ wz U � ��J�`tw °' � r�w rcm � W MP�O � � 81J c0 Z�iy ��L 0 U K��- aaoN�doi °a� �Z a � wPZa m " °L� o x . �`c` . `o �`o � ��.� � �u o , a� o • � o �'� � o c� �aa.c � a��? �o o� � a� ti a� .c N au�� . c.9 `p � Z'o� �� j �"x-'.a�-t Ob Lo � Na�O o �0 � ��N � 00 0-ON � '^ O._ y . .0 N C'�n N �n C' U p � � C�O '�.�- � � � „ v a� O m E L C O m C C=d O .o�'� o°' o o �o "' � a� E o c;r, 3 °b'= °- ��°�� o � '� O�C 1]-O - O C � �L C Q�� 4'V C- � � O F.�U�O� . .a ou � om . oE �� � c 4.-o-oa Eoo o ���tz w-oaa �� �' 2 m�° `o.��� �`c °.� �auo �� � c � ��- �- c'�.4a� �u �m�'�.�-- u. a� E. _a��- � .Smp_ °—' m � o ° Z T�.�- ou-._ � o �`cu`o ` � aa�'ooa� o_,- ? oDO o � o � a O a} a�a ooN� a3omooia O � �, a�' w.0 �_a 'O.: -° m�.,� �Q �o ���a� ^ 3 �a� oaEo 0 o u �.- m a�� � a? x E a>.� > � � ,,, c . p a�t � �� a Q-p�u o z ��� a�Q � � � �.� � a � ��o � U a�x� � o 0 0�a� � �_o o °� �� Ea� _ 6 .0 �.��� � � ��.o � � O u� aa' oa��9 m � coom-o a Uoo¢ o -.� oa � i m � gw .�— o� � r.�.5 a � o � o �oUC�oa� V8 z _� �- wc �- 3.-w � c.��p� c � m � oo� �om� �Q O O � ' e�Q V a o�_o��.a�o c � Q �v 49 Q -°o °`am���S� o V P ! O p W �-{- � 6 z a'�m U' S U � O 1 I � O N N V J U� N � O � X �� � a ao ¢ � � � ' - °'= � d M �, a � m�, � ' � � J m C Z vp U Q �o] I Job + Tmss TrvssType �N P�Y E6�71873 ORDERS FA-9869] SPEC � � J b R F tiorial i -1250 s Aug 25 2011 MiTek Indusines,Inc. W etl oct t213:U3:Ue tui i Faqe i NVR Nomes,X _ , , . _ _ _ ID.ZZ6ryW�Fi�mk�toSWIW]L(7zMnUd�GzbiOIGO45_AeTWTM�V9MP91DFVJMCMrg y 9on 3-65 4512 � 1S]A .. . - ` . — 365 511-] 6142 ' Scale=1:56.4 4x6 J 0.00 12 2 B 3xfi i 1 3a5� ] 4 �W � 6 `+ 5x6= 3xd II 3x9= 3x4 II }g5 3512 1S�-B 365 &11-] 61.12 LOADING(ps� SPACING 2-0-0 C51 �EFL in Qoc) Udefl Ud PLATES GftIP TCLL 23.� Plates Increase 1.15 TC 0.39 Vert(LL)� -0.03 4-5 >999 360 MT20 797/144 (Ground Snox=30 O) Lumber Increase 1.15 BC 0.32 Ved(fL) -0.10 4-5 >999 240 TCDL �0�� RepSiresslna YES WB 0.57 Horz(TL) 0.01 4 n/a da OCDL �pp CodeIRC2009/TP12007 (Matrix) Wind(LL) OAS 4-5 >999 240 WeighC8816 FT=S% LUMBER , BRACING TOP CHORO 2 X 4 SYP No2 TOP CHOR� Shucturai wood sheathing Directly applie�or 6-0.0 x Dudins, excepl BOT CHORD 2 X 4 SYP No.2 end verticals. W EBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 1640 oc b2cing. WEDGE WEBS iRowatmidpt 2-6 RighC 2 X 4 SPF Siud , MiTek recommends tha[S�a�ilizers and required cross 6racing be ins�alled during Wss ereclion,in accordance wiN Stabilizer InstallaCo uide REACTIONS Qb/size) 7=572/0-3A (min.0.7-8),4=572/0.3-8 (min.0-1-8) Max Horz7=367(LC 70) Max UpIiR7=-269(LC 10),4=-149(LC 10) Max Grav 7=E6t(LC 2),4=6fi1(LC 2) ' FORCES (Ib)-MaximumCOmpressioNMaximumTension TOP CHORD 1-2=309/173,2-8=-176/153,3-8=395/750,3-4=-888/1 W,b7=6341289 90T CHORD 6-7=723/365,5-6=-00/643,4-5=-00/643 WEBS 2-6=-25l125,3-6=518/359,3-5=0/270,1-6=1 8 614W JOINTSTRESSINDEX 1=0.41,2=029.3=021.4=0.21.4=0.00,5=0.N.6=0.S6and7=0.73 \\``�If}I�tl;!t,. NOTES (1b72) � 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.Opsf,h=25R;Cat II;Fxp B;enciosed;MWFRS(low-nse)gable end zone and CC`�\\��� ��"'ST�Zr�'�/�I ErterioQ2)zone;cantilever IeR and nghl exposed;CL for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 ,�:�„1 . •:ri�f4� F,Gy��i plalegnpDOL=1.60 � � �� � � Q f 4!' O'•. i� .� 2)TCLL:ASCE 7-05;P9=30.0 psf(ground snow);Ps=23.7 psf(roof snow);Category II;Exp B;PaNaly Exp.;Ct=7.1 _ , ��' _ 3)Roof design snow load has been reduced lo account for slope. � � ��M1,�,,.�¢� �: + _ 4)Unbalanced snow loads have been considered for this design. — . ; �;^'.C*'�'=`�-''� • L _ 5)This Wss has heen designed for basic load combinations,which indude cases with reductions.for mulliple con�vnent live loads. - ` ., 6)This Wss has been desi9ned(or a 10.0 psf bottom choN live load nonconcurrent with any other live loads. � ' "'��'�� G� ��c--,"//`/� 7)'This truss has been designed for a live load of 20.Opsf on ihe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide'i�=t:_._ '�./l���i,�Sa ` -• will fit behveen Ne bottorr�chord and any o�her members. � �� � � '� � 8)Provide mechanical mnnection(by o[hers)of iruss lo bearing plate wpable oFwithstanding 2fi91b uplift atjoint 7 and 7491b upliRat � •-��F,.a_:y.� ��'�.I joint 4. //�� 1I1��I l l 9)This Wss is desi9ned in accordance vrith the 2�09 Intemafional ResidenHal Code sec6ons R502.11.1 and R802.10.2 and referenced �1 standard ANSUTPI 1. ' 10)"Semi-ngid pitchbreaks with fxed heels'Member end fwly model was used in lhe analysis and desi9n of this Iruss. -� Continued on page 2 ��� O („ [O IZ AWARIuNG-Vertfydeaynyawme[e�saMREADM�7£SONTAISMD(MLUDEDIIITEHREecRFSCEYAGEd:II-�493BE1'OREiSE. _ ENGINEEFIN��� peagn vofq�or�se oNy wM ANTOk corne[tm.itia tlezgn 6 bosed mly�pon parometers#awn.o�+d'e tor on inRrviduol W�nB componenf. ApplicabTry o�tlesi9�Pa�ometars ontl poper inco�pomM1On ol component e respo DdM of buA�rg tle4gner-no�M1ua deiprier.&odrg shown � k�ot loterol wppotl ol�'duol web members only.AdQrfioriol temporary broting�o insure ito�Tty tlorin8 co�Mmtfion e Me�esporu'b�Aity ol Ma p MRek Rtliliate e�eclon Atltlifionol pertnonan�dacing at�he o+erall ifiucN�e u flie mspo�ibif�y of fl�e boltling dezrgnec Fo�genaral guitlance regartling . . . _ . ..._ ._.__. ._.._.,._�J,�...,.. w..,�,e��,.�.�m 4N9/iPltOOaIXVC'fena.�5B�B9andBGSI18vildingCOmponent B195ouMStleROaE � � � -- O '' - � --- -� - � - v > ' °'_ � Q - `o „ `o `m o � `m ° cti � `o 03 � 0 m �C N . m � D � �� .t. N O 9 � Op S O. 'p^ �„ D N d O�N 0�E U r C O t N E O .n U C � m Q C � 7 C U C O C L � o c . c .o`v o c u � °° 'o u °� � � v ` m `o o m u o ;-o° ; � y '�vw o� �c to d H co E� m '> � >. £ � °U �M � �'m m�� 3 m °' ° o. ° ° ao. E-° o`o �°� c� -or a � m g 3 v v� o � � �M � ^ � O n� 0��- nU Lt � �C._ T- � O pm 0p ON C�- � O� C � d O � � U -O V 7 ^ a�i >9m _°-o pa � °Oa vz on` �m ° c °�� °o wO °a n °u au c °. o` (� 'C 2 ` �m� �� co �0 3� °¢ °o c > a °'c o� °-£ n um � o 'v oo ° OC' u a — °3 �o�y oo d°� ° ooz ms ' O m2 o `ou � a a° `o � � m `m � EE c � o � O w m�cm` o� �OQ . = Q �3 �m vm u- m o_ m ac � n m `mo a.� �kec' V � 'o� a�'.00D o�a 2aZit w �ua ";`o EE ta o�� oa �g `om o0 o E.� T ?a' �� u �W1� � 2 �o SW�n °D'�o ooa a m°`' 25 °°' `oa° 2 �° mE so yo ��� .° 2m t `oo`m `od o-� W � ox � on`.o ao mum o o�m m� �� =° o?o o.E n� �m �-c_°' o m `m i mrd om E> � "- O � o mnvo m�m �n°' `m `m yE°. EE � u mm coD Hm .oa �� �o � � °`a o oo� t�': mo 'Ur �„ U� ON� D NO ,�,� � NK N OZ'� "' O U O.` O c�C O.�C � � � co°o o2Qm � o u ��` E `o.o� oo rm a:` ^�o aSD �m D°� c°p o .. o m � a nm°' �d � :-. O �.- N � E ,D�t N OC� �C O`p UxIL y�'cN 0�-� aN OOi U� U UO D �EN O�i " i C7 ='pa� �a>>.0 m" a�. E mo:� yy �.,c n ,p p `mm:` cc EN w > o O1�- � „ °a � ^ > u ��� o u--o � d= m 3 E � m u �_`u ��u o � 'a o - o u 3�- c� 7 � -oo �voo ma om= S oc� �m � p � � onE Eod ao � � � n o ° a� ma_ rn� a ao .- 3E$ Z„ a`ao U aoo ps �� �� Uwo `oa J� a oa o� o oa vc° ��� mz a m o U � o = � m n m O „ p Q u. � � oi �n ,a �: m o. °_ N oi v vi � - � � o � � n oaoH�doi -� � p s,� � °' C y � � N ° °� '� "u 3� v Q� N N U �H Y�- N d�^ � L� C � 0 Z � !4� ,��' O t7 9SM � U� Z p� I�Q. � C� �LL O � - (� C O � p � ?� 3 w? w a . „ m m W° r m Q � v �} . o'� u `�3 u� p F W o � ci-�- � C : W �1 O O '1'�- LL � P P C 9 O = U � � 4 �.. �� y� w '°'i' U �U i a v o o /q� pm ` d �y- o � 3 � Z� 0 O h Q M cV � � �W 4=�a N � w y' K�o � Q �a!�pn c � O L-ZM � ^ �r a 6 N a ^ � p US+�I OI � N � 2 m �N � a ����° Ww v � m N LL . (7("J.p � o z� 3� o ��a o�ny � � u O �°�� a � .� � u �' �� ak -U. aai "'�z� �.5 � <�F: .nz V �' ��n�m � ^ PIJ ��� rcm 0 �j c�mN�Q � `D ZOW �� O U �°�_ O2JOH�d01 �¢.s. Uz i U wo�,Zm __ � � T L ? OL.S C U p) O � N O N� D p C C j+- . O U O � N � � N 7 �n O C 9 `p 4 C J N � ' p) N . � O U'C N � O � 0 Z-O U �� O C C vx-i:0 . � � �� . O O.'D p� � � O V C E- Z '� C � O"O L O � N �'G O O N O p) > N � O O Q"O Ul �-O' LN � LaCn N . � � � � U � O � :oo��°� oo �+o t = � �° om.� souc oN ��xa �~ C D - O C h � c O.'__ �._w 3 U-O O � C� p a . oa a� o o� . `o E u o m ❑ o'o'°� E o `o � . c � u� ��w � �±+ °� � OmE � � '^ �° mQ m a� JO ° � �.°F=. o �a � �uom °u� � � aooQa `o° � �o`oo o Eo �a � �� � a oo �L a3° a`� om�- o � � cTS x° o ��u �o� -° �"'m Q a-oi�� °' a�tc3 ��aoa.5o c� °�a� va� m �` � a' a+ '^ � �o Z E ° m > > ��oa� V `o`x� u 000a� °"u-o° OO �3 a �—._ a� `oB _o LQ`o = O' m_o� � O ua� a�o ua��� � � caom� U`oo¢ o °� « am � a� � ov ��3or � �-�5 a � o � o � oUC9� � tn ZO �- �1- ao (9 .no- � � a� c oo� mom� . o '_ _ Z . c Q ' c O � � U �� N.�a-O p c � O ^ 'I I u o � V m oZ�Om� CU � ' W N � Q y - d 3 w x J � `�^ I p� F- � z �,c'a � i . . a °„ Q d- r��- Q � = m:: • d Q w v "' m� J m � Q �m i ; • Job Truss TmssType Qry � E61]187 SPEG � � OR�ERS EF 98696 J b ft f � � 7 250 Aug 25 2011 MT k lyd In i W ed 0 l 12 13 03 07 2011 P 9e 2 NVRHomes,% ' ID:Zz6c}NJIHOmkINaSWlW7LI�ilcwiU-9YCc3baDdRBxTrP_414Epwz(tlryeuqn�.z�Kya�y�?�o NOTES (12-73) 10)This Wss is designed in accordance wi�h Ne 2008 Intemational Residential Code sections R502.11.1 and R002.10.2 and referenced standard ANS . 11)'Semi-ngid pitchbreaks with(ued�heels'Member end fixily model was used in the analysis and design of Ihis Wss. �2)Designs checked forASCE 7-OS wind at 120 mph,wind reactionrz0.56 will adjustwind load reaction to a speed o!90 mph(0.69 for 100 mph and 0.84 for 110 mph).NI other coeffcients remain the same as shown. 13)SPF No2 and SYP No.3 can be substiWled for SPF Stud Grade malerial(Roof Wsses only). LOAD CASE(5)Standard . � WARMNG�Venfyd¢AgnP�°^'�[crsundHP9DNOSE50NTffiSAhDINCI�➢EDHITERFEFEHENC&PAGEMll�O<�3HEFORPOSE. py�ENGINEEPINGBY I DesignvofdiwvseonlyvnthidJiekmnnectors.ThUdesign"nbase�Enonly�po�resporibTlyoib ioldngtle4gner�olM1Vsstlea'gner�Brocmgshown ������ AppfcaDdryotdeignpavmete:santlproper4icwpwo'o Po . .. .....,,...�..,.�..�n(inrfvitl�al web members ONY.Atltlilionol�amporvy brocin9 ro mzure ifab„iN��^^� �p!�b�es�e��l�of ttie A MRek Anillate � � , � � � o '� � � E . � - � � �. o „o `m o � m� m� c �� t ° ni a3 U . E o a'� . � � ` a n £ B ° a . � p m � o m� � a� � � � �mo d _ m E o°' � u �c � � °-� ° 5 � uc oo s m. 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E o 3 � i� -° O `�'^ " � °� `� a � � � O O J F � a �� � O � '° °w _ �_�' ^ N y y N o, ^ � qz� w a1 U ~Q Q Q �n.-��o Ww - � .s.b d m w� � w c���o� ; � � O m �� 3� � t �a`�O' a���� w �@ .o n . � � l9"' �'- U o. wri�'rcVi "�' ..,/ U � ��es- Q� 1- N ,VZ v Q� � �nz U � ��nl�� r � ti�w Km � W �PVO F '- PIJ oJ Z�w �� � U K�w� a2JOHJd01 �a� uz d U waza m �- '� ? �`- U � � O �O a C J.- ' � U O �_ � a°�i ° a� c c°\v oc'��� oa� ��o � � 2 �oo� �a . o � �+ o a`oo� 3�° � o � o � E-om Z � �"rn� p-O t� y + N �� L � 6 N ' � O� c�U � � p o �-O'� L N N �-N O m E .L p U C O � p�-`n_ .°-o,��°� ° ° `a �.,�. g �c a�� �°u.w 3 ua a "ot? c�o o . a p.0 N O � O � V O N G Q� � 6 O O � 9 w�O 6 O � � � a ^-4 0 �a� � mao �s- - � ov u mN�� � w � C � NE - � 0'� �n CNQ � N � O � � T�� � U:= N.0 �VO � � Qa� o`oo� � �`o; 2 o-op a Eo,��°- o �� a��_o oONr a3oa� oma p a ,� a_ �o fla aa�,,,� �_ � �� a� � 3 �-oa �a� o o � � � �-� _ . x o � � � o N N E N °� 4 m�- .� �t c o�� `o °a-o � ° c°J °1 Q-o �� `� �.� � a d ws a�i V o x� u . o 0 0 `m �a o°3 z a>wEa.c aa � �U�c '-' 'v m_`o°� O uma-o ua�`oE. oc � o °o'a ¢ Uo�Qo� ' �aa� � a� ° 'om s- ot aa�� 'a � o � �oUC�o3.� C/! ZO �� �- " a `o � 3 i c.fl �:� c°` a� c .. °UcO1� _°c�.� Q .- _ � s a U �o °�m�a�oc Q -v 3 ' Q f� � °`o a���'S� o � um op W � � CZa�m� cU 11 m � \ a O I p oO y J � � � N .. � � I a 3 w X � � \ z Z"� .. � � w � a � Q \/ � v'" �n v� � � m � Q pm Job Triss Trvss Type Qty Ply E6171872 ORDERS EA-98696 SFEC � � Job Refererice o tional NVR Homes,X 7250 s Aug 252011 MTek IndusVies,Inc. Wed Oct 12 73:03:o]2011 Page 1 - , ._ , , . ID:ZZ6c�N�HOmk�fo5WtW7Lfjzkvn�/-9YCc3baDdRBxT�.41?EpWZ78?j6UqNCZik9B4yU9oo � 16612 . — . � 3L-0 3b5 ]-St2 1}tA 14-)-9 fS]d 2LU O1L5' 4}y . �S}t2 1bU tU-� tt Sm�e=1:59.5 ba5� 8.00 12 3x6 i 3 16 2 3i6 i � 3x6� 4 3x6 O 5 6 Z 11 10 9 ' �'ry�Olo dxd= 4x4= Sx]= e 14 13 3�— 8.00 12 3x4 II 4s6= 3x4 �� 3x8= Gx8= 3x4= 2E-0 3-6-5 ]-9d2 13-ib 14-]-875]�- � 2E-0 tA5 4-�� 5-342 I 140 1-0L Plate Offsets X,Y: 8:0-0-0 03-12 � LOA�ING(psQ SppCING 2-0-0 CSI DEFL in Qoc) I/defl lld PLATES GRIP TCLL 23�� plales Increase 1.15 TC 0.35 VeR(LL) -0.08 9-70 >999 360 MT20 197/t44 (GmundSnow=30.0) Wmberincrease 1.15 BC 0.77 VeR(TL) -021 9-70 >868 240 ' TCDL �0�� RepStresslna YES WB 0.43 HoR(T�) �.15 6 n/a n/a eCL1 �'� Code 1RC2009RPI2007 �Matnx) Wlnd(LL) 0.07 470 >999 2A0 WeighC 1131b FT=5/ 6CUL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP Na2 TOP CHORD Stmctural wood�sheathing direcUy applied or 4-0- oc pu ins, excep 60T CHORD�7X4 SYP No.YExcepC end verticals. 2-03:2 X 4 SPF Stud,6-&2 X fi SYP No2 BOT CHORD Rigid ceiling dire�l�y applied or 10-0-0 w bracing, Fxcept W E65 2 X 4 SPFSWd 6-0-0 oc braang:12-03. MiTek remmmends lhat Stabilizers and required cross 62cing be installed during truss erection,in aciordance vrith Stabilizer 1 t II Co g_d ' REACSIONS (1b�size) 1-0=570I03-S (min.04-8),6=63410-3-8 (minA-T-B) Max Ho214=402(LC 10) � Max Uplift15=266(LC 10),6=-222(LC 10) Max Grav 14=658(LC 2).6=735(LC 2) FORCES (Ib)-Ma�imumCompression/MaximumTension TOP CHORD 7-2=254/N4.2-3=30 117 6 2,3-1 6=23 217 30,4-76=-389/127.4-5=815/153,5-6=-1836/306,6-7=0/31,1-14=660243 eOT CHORD 13-14=d09l400,1 2-1 3=41 7220,Z-12=-06216t,11-12=-64/355,10-t1=0/633,9-10=-159/t300,e-9=154/1487, 6-8=163/1446 � WEBS 2-11=0/348,3-71=-631t73,4-11=5fi0/304,4-10=0I330,5-00=-679/290,5-9=0f611,t-13=�67/494 �;�}Y�l;lfiiitFll,, . JOINTSTRESSINDEX 7=0.44,2=0.34,3=0.14,4=02fi,5=0.52,fi=0.43,8=070,9=0.84,9=0.00,10=029,t7=0.44,12=0.88,13=070,14=0\1$anQ1�y0,D0.Y��//�h :- . 4� �<'a � Nores �iz-i3� � `�_,=��,- ;,`�'`r�,....ys`;�F. �.: �. 1)W ind:ASCE 7-05;'120mph;TCDL=6.Opsf,BCDL=6 Opsf;h=25ft;WL II;E<p e;endosed;MWFRS Qow-nse)gable end zone and GD ' ,ti, � � flxt¢nor(2)zone;cantilever left and right exposed GC for members�and forces&MWFRS for reaclions shown;W mber DOL=1 6C�� plale gnp DOL=1.60 � � �.�_°� _ 2)�TCLL nSCE 7-05;Pg=30.0 pst(ground snow);Ps=23.7 psf(mof snow);Category II;Exp B;PaNally Fxp.;�Ct=1.1 ,.: i _� 3)Roof design snow load has been reduced to account for slope. � �J � ' � 4)Unbalanced snow loads have been considered for lhis design. j/,� '�' '� - 5)This trtiss has been designed for 9reater of�min roof live load of ifi.0 psf or 7.00 6mes flat mof load of 23.1 psf on.overhan9s 4. �' f�.�" r�'""'��t=� nonconcurrent wilh other live loatls. j �i �) 6)This tr�ss has been designed for basic load combina6ons,which include cases with reduc6ons for mvltiple wncurtent live load �, � 7)This tNSS has been designed for a 70 0 psf bottom chord live load nonconcurrenl with any other,live loads. �� � B)`This Wss has been designed for a liveload of 20.6psf on the bottom chord in all areas where a rectangle 3�S-0 lall by 2-0-0 wide � �``` , wilt fit belween the boHOm chord and any oMer members. 9)Pmvide mechanical connection(by others)of Guss to bearing pla[e capable of withstanding 2661b upl'rf[atjoint 14 and 22216 up�ift at jointfi. �^� O � �O�^ Continued on page 2 t C � WARMNG�9mJy desyn.pa+vne[er-r ond REhD MOSES ONTPaiS/�D INCWDED Id(TEIS REFVZEN�P9GE hflT 9+)3 SEFVRE✓S6 ENGINEEflI���NG B@@@Y Design valltl for vse onry wMi h4Tek connecSOrs.IDO tlesign¢bosetl onry�pon parameters fiown.and'u for on Ir�tlMdual buWng componenl. ������ qpplicabTfy of design po:amefers ontl propcv incoryomfion o�mmponmt k�espo�uibllN ot boltliig tlen9��-�?ivss tlesgner.&oang sM1Own q MiTek Attillale u for loteral suppotl oi mdrvitluol web members only.AtlQtioriol temporary bracing to Insure slafa'lily during cotufisfion'¢ihe respotubiltity of iM1e erecton Atltlifional pem�anenf brodng o11M1e wem�shuafure h the reSpoN IbliN om�nun�Mv G leno�OSBA9 ontl B611 Bufld n�COm��nenl _ . . . _ .__ ___ ____ �.... . .., e 9 Pa 8185ouMsitleRoaG eia � � _ . S) '' . _ ° _. _ ,. _ . � _.. � .. 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N m � � �� W��1 w � m' wy Q ��^n 2 w .. c�c7�o � � � m W� 3 u�. ° t �o�n a o�lli� c �q, �O � '�� U u�,s °z.\ O �. w c�i"'r�i a u`, �/ u rc i- Q `- N .v Z s � Qo� � U � ��ni:m _ ✓�2� ❑W � v� �PN '_ &IJ �� °[m � W `l, O � � Z�w �� 0 U �.���- O�YOH�JdOL �Q�� UZ G. U WPZP m � t � `ot` c �" U m O �.xi NO N� � � C 'c �.- ' �U O � m -. N C � J �n O C� 'p.� C � N ` ' O) m N � . � _° u'� . � o o m Z-.o � g„ o � � °.c 6-0° t`_o "� �-°,°`o o �Q m ° � ° oo �aa� z �a�sa� -°.�� a sQC� � �'� a� �.`ao� �N ° oo � O °�o c 4°� o o = ° � �� a� E� o mw 3 u°'a c ° � �',`a � o� o� oa�i. `oE °.oa� � oaa� Eo `o �-.� � °�u�°� � � �ao a_ � o . `o�o � � �ao �s- ° 5 �� �000 �� � w .N E m" '" S m a � �.] p a Z � �`p o� a> U m` j � O.� O aT . O� � O-O `p 6 � V a � 'fl� �-O .ODUL � O N6O�= p.N - _ � N.0 O O:�� � � 'm '^ Ca�.. N� `o �_°u aN -oa�"'`o� Q -° c� m -'� 3 ��a� �aco z � � °�aa v� °� ��� c 'o � �so � U ��x� ° 000a� m� oaa � o a. U`o o¢o °d `o ° -o � a o .� a �a� � � o a� a�o � Q��� u� �ac o °o�°`� C!9 2 �-6 � * °_ a� ; a� � � c s�3ot � a�o� a..`� c ooaVo�� � 0 0 � a o Z 7.; c U � °i'- °�a�i � a ao or= �_ � Q - o p � V m._-pa � � J � 1 ! u � ,N � � Oz��m(�cU � O r ' � Q � _ � I �� � X � z Z'a . � a � � � �_ � • � � � Q W �O "' m�n � m � Q �m Job Truss TrvssType �ry P�Y E61]1871 MONO � � ORDERS EA-98695 JobReferexe o lional 7.250 s Aug 25 20t t MTek Industries,i�. W ed Ocl 12 t3:03:06 201 t Page 1 NVRHomes,X � — - - - -�- ID:ZzGC�NJtHDmkQfoSWtW7LfjzkwiYSLeBFZas704mqn%2U?HIOIObX31TW3k2_cceyU9op }g� 19d S�ale=1:19.9 3x4 I I Z 4 8.00 12 1 � 3 3x6 II ;xy II 3-4d 3-4d OEFL in Qoc) i/deB Ud PLATES GRIP LOADING(ps� � SPACING 2-o-0 C51 >ggg 360 MT20 1W�144 TCLL 23�� Plaleslncrease 1.15 TC 0.79 Ved{LL) -4.01 1-3 (Ground Snrnr-30.0) Lumber Inuease 1.15 BC 0.12 Vert(TL) -0 02 1-3 >999 240 TCDL �0.0 �QpSUesslncr YES WB 000 Horz(TL) 0.00 n/a Na BCLL 0.0 ' WindLL O.DO 1 240 Weightifilb FT=SY CodeARC2009lTPI2007 (Matrix) � � BCDL ���0 gpqCING LUMBER 7pp CHOR� SirucWral wood sheathing directty applietl or 3-9=4 oc punins, except TOP CHORD 2 X 4 SYP No2 end veAicals. , BOT CHOR� 2 X 4 SYP No2 80T CHORD Rigid ceiling directly appiied or 70-0-0 oc bracing. W EBS 2 X 4 SPF Stud MiTek recommends that Sta6ilizers and required cross bracing WEDGE be installed during huss eretlion,in accordance with Stabilizer Left:2X 4 SPF Slud �ns[allation uide. REAGTIONS (Ib/size) 1=730/0-3-e (min.0-1-8j,3=13010-3-8.(min.0-1-8) � Max Hoa 7=150(LC 9) Ma'c Uplift3=-113(LC 9) Max Grav1=150(LC t3),3=152(LC 13) FORCES� (Ib)-Maximum Compression/Maeimum Tension ' TOP CHORD 1-4=-t 15/e,2-4=-96/57,2-3=-1171t49 BOT CHORO 1-3=0/0 JOINTSTRESSINDEX 1=0.09.1=0.00,2=0.OBand3=006 NOTES (it-12) 1)W intl:ASCE 7-05;t20mph;TCDL=6.Opsf;BCDL=6.Dpsf;h=25fl;CaL 11;Exp B;endosed:MW FRS(low-rise)gable end mne and C-0� ..��t.{:- !�Ii)��� ' E�ctenor(2)zone;cantilever left and righi e�osed;C-0 for members and forces&MW FRS for reactions shown;Wmber DOL=1 fi0 \;��`��� .`-„..,}`?l�%fj' plale gnp DOL=t.6� ' Y�p.:Ct='1.7 ' .,��* i 2)TCLL;ASCE 7-05;Pg=30.0 psf(9round snow);Ps-23.1 psf(roof snow);Category II;6cp B;Padiall �� �':� � ^ 3)Roof tlesi9n snow load has beed.reduced to account fot slope: _ - :'C:. t��,+, < . . 4)Unbalanced�snow loads have been considered for this design. "�" _ 5)This tmss has been designed for basic Ioad combinalions,which include cases with reductions for mul[iple mncurzent Ilve loads _ 6)This truss has been designed for a'10.0 psf boflom Chord live load nonconcurrent with any olher live loads. ` ��' .b�� � � 7)`This truss has�been designed for a live load of 20.OpsF onlhe bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide „ ; [Y . � ` will fit beN+een lhe bottom chord and any other members: � '_. T , 8)Provide mechanical connection(by others)of Wss to bearin9 plate capab�e of withstandin9 11316 Uplift atjoinl3. - 9)This truss is designed in accortlance with the 2009intemational Residenfial Code sections R502.71.1 and R802.10 2 and refere��';._,` standardANSI(TPI1. '%i�, �'� % - �0)"Semi-rigid pitchbreaks wflh fized heels"Member end fixiry model was used in the anatysis and desi9n of this truss. 't'�.'�-:. `�'�. i t)Designs checked for ASCE 7-OS wind at 120 mph,wind 2actions x Q56 will adjusl wind load reaction to a speed of 90 mph(0.69 For `'�/(i.. � �� �. - 100 mph and 0.64 for 110 mph).All other cceffcients remain Ne same as shown. _ 12)SPf No2 and SYP No3 can be substituted for SPF SNd�Grade material(ROOf trusses only). LOADCASE(5) Standard �CB � C.� �UIL� ENGINEERING BT � WAAN'NG l' .JY d 9 P °�^�rs d���T�ON'fIV'S AND INCLU➢ED ffiTf[C.TiF£AENCE PAGE dfII 4"!3 EEFOAE USE I 9�i'd����� I . 0m_B D g �aftl for se nY m�Tek corn. tors ltu tle gn bosed onty pon pa meters shown nd 6 iw n in�vitl�ol W Idrg c pon t_ � qppfKOb I ry of d g po met rs ontl proper incoryaohon of comp i .sp �b��of�b ti�tldn s�^e�^°1ho°p��oweii(m,hi ihe n MTek�aHliia�e u to lote�ol svpport of di tl al web me Oers only Atltl4 �n�fempo ory G 9 , . ... __.......n...,-,�..nl ttie overoll sfivcMe u the re po bl N EMe bopdng tlesgrrer'For g^nxafg �onTnv comoonenf N10 SowMSitle Road � Q1 � � O � - - � _ � °/ = ' ' a � ovo a o ° � „° � °'� � o oi I � a � � ad � -5Q � mm mc�E om �o t 2 �°' � o°i �u c o w a� o a �� o � r � c c - `m o . u _ ° o'u v . D . m `o o a�i ua 3° 3 N� 7 ?'m ma° 3m to> 0 om na ��o °o �op cE vt n � a�i 9 � v n�i'�„ a�� � � � � n J C 1]: . O U C � o_ >.= U O N ' O y C� O� � N 0 c D U � V 7 .�.� �O y N � O 0 O O_ .O�n C.` C� `p N O C S p�O p O p 2 N �'O. N • 2 � � N= Oln CO C � ;a �Z U� �j 410 . OQ NA J C � O O U �.0 OW UO f�e a C oo a-Oi�E� va�i °i$ o ?�OCZ �c �o �� D�o orn m `m `o °� m v` D EE � ; ° V O � ao rn°=' d _o°O v`o �. `o„°a n°; �m 'oaZi °uov oc °"m v� �.o � n m 'mo` m.d c 1` („) O ° -o'oa mD 2v�e °-' �YV 3 ° E� ra °�� ° a s `o on� �'o `o °' � Ea� .�� �m � w °-01 m�O o vo „o.o � m u a° � `_o_ E : 2 � ' 3 � 4� ll- O�U DC LN Q � U-0 NO .d6F m� U�O O7 d 0 �� N � j N O OO N L N 00 {,� O N 2 ^ m�- m u� c c"o o?- � oa a 2„0 � � no o � 0 2� u m� `o > >d d = O �cu� to am .° m � 2._ c- oa � _ � m �'� � a t oom `ov c /�� "y�.0 VO O.«� p 'Dm D C � L�"� OC ��O Q@ C N V� N� O OU V/ 0 � ox Eoa-O o '" um „ cmm �c dm ro o,� o E „y .� m m5 �'m > �.� �� �� � � O � ma� o �� amd � °�� �E '�� �m coa w� . �� .o'm °c oc a o-� �°-ta: mo o . . r d p`m- m � v o_ �� E._ u o 0 oc c o � o0 o2�m �o u�� E o-a°„ oo tm �n�' ._�o y.°p ?'m Da Lo o °`o -° w��a nm°' �O v � o �� m � E .o�t m aco � ' °`o m£ m'_ � °_m �°.� Srn o� `u 'uo D �' Em o2� '"_ � £ " vw » di.0 d� . m� E mo�a am '^c r�; no� a `mm_ .cc E�„ d > o m�- o� °a j Do 2:00o mo om-° S o�°u m vo � EQE mu �-"u u�� oN c o0 oou 3�a ��. � Q"O 3E� Z� a`"OO U a�o p� �t c � O� p oa �oN ao � o p�" � N�>'o �>a� �\ � » U� u ac �a oa mo U oo c � � cc dz tt � � oi 6 � . . � m n � o� p a v1 Y) �' a O [V � < N �O m � O � N �210HJ d01 � L p SY� v1 � > � ♦ �� v�i � X � LM �3 U y F � O Uw n, M L n V/ � o M 9cv, �o U� Z � n° ayo C` �LL 0 K A 3 � wZ a � `� „ °' , G° i m < � w �+I !,n a`� �w m v N . t O � U � U� �'_- w � T ~ 0 F n N � Cp N O WQ - . j P P ,O �� � � p 9�< C °s � v� j U . �(7 Z Q V O O p��Vy.. N O h c? [V � Wm�f� . E O > >i 'u > �Q a ° a+ �Fe a � � z� O � � u=p��< a, �y � � cr'" G i. ''� Q a �'.'P "' � °�f�A rn p U Q"' cv , �: �� p��7 c a..d � m WN m . Q �n�.-�o Ww�7 `v y� m w�n w .. m c�J.p � Q Z.� � �0 3 N ya. � � LL' �W O � �O h P a���� C H � � ,o r �a "u Wx z� OU o. wriu'm a „`, � � rc�- Q� r N ^V'Z a. V Y y°.: �+z V .-vi�m F '- au �w cm p w '�°�vo `° ZO„ Of O U ���� � OaOH�d01 �¢� �vi � U wo^,zm � � � T t � ��C C U m O N Cw 0 �� C C j . O'- C N � � � N � 7 �n O C� �.�C � N � '� OI � „ � ' � ° ��� � �-OO` °' 2�.�� �h � c z � �aw oa t`_o N ��°`o o �o � �� o 00 0-0� p .��r= � m � aa�i � � m � om �U � o° t- �OC9` 0O NO �- = � � 0 pOIE LpUC pN �-S� a � ��- a oc � � caa� ���u, 3ua `o �p2c.�oo .- o- a� o a� o E u.3 a� c °-o E o o C . C N ��-.� �,�� . uz+ o� � a�E �° � ��a . .� a�i � o ° Z �_°� ou'.4a� �u °m� �� � � aa� ooT o > ? oao o Eaa�ic° � �sma ooua� a3o � � O� o � m � a� � c °�5 x° ° ��u °.` -° °'"'o� Q a ��a� ---�3 �a.o �aco Z a�i` Ea� `ra °� ''�^�Sc � ' �Lp°� O °ud � � ° �a�� ��-o° E° °3 Z U O�Q O \a � O Q� s �O - a L;O�n � � � O.D V a U � � � C p O m.� t� ; u ° �- 3�.L.. � T7.- -O ] a � coU(�� a� 0 0 � 9p z � °= -`�-°� � .. °Ucm° m� .. �ry Q �Q C O. U U ONOLO_O_ C 6d V °' 0 Q Q OpN.�'=0C0 E0 � II o � N � m oZaOm� cU J J y . �. � s w 3 w X a Z � � a � �p j .� F Q �C � .. - " a Q w v "' mh d °� � Q Om Job Truss Truss Type � PN E6171870 SPEG � � ORDERS EA"98694 Job Reference o �iorial ]250 s Aug 252011 Mi7ek IMasiries,Iric. h'1ed Oct t213:03:Ofi 2011 Page 2 NVftHomes,X � � ID:7Z6c�N�M�mk�faSWIW'lLllzkvnYyLeEfrZes704mqn%2U?HlQhnbLEJGO3k2_cceyU9oP _ NOTES (72-13) 8)'This Niss has been desi9ned for a live load of 20.Opsf on Ihe boHOm cho`d in all areas where a rectan9!e 3-6-0 WII 6y 2-0-0 wide will ft behxeen�he bottom chord and any other members,with BWL=10.Opsf. 9)Pmvide mechanical connectlon(by o[hers)of truss[o beanng plate capable of withstanding 4631b upliR zt join[8 and 391 Ib uplift at joint . t0)This truss is designed in acwrdance with 1he 20091ntemational Residential Code sections R502.11.1 and R802.10.2 and referenced s�andard ANSIlTPI 1. 11)'Semi-ri9id pi[chbreakswi�h fixed heels Member end fixily mode�wzs used in the analysis and design of Ihis Wss. t2)Designs checked for ASCE 7-05 wind a[720 mph,wind reactions x 0.56 will adjusl wind load reaction to a speed of 90 mph(0.69 for 700 mph and 0.84 for 170 mph).All pIh¢r coeffwienLt remain Ne same as shown. t3)SPF No2 and SYP No3 pn be substituted(or SPF SNd Grade material(ROOf�WSSes only). - LOAD CASE(5)Standard . p[�ENGINEEFING BY�� I A �pq�Ay.pp(JY dcsign p�vmet�rs und RFM M1TE5 ON iHIS ANP IIrLLUDED ffi'IEY REF611E1�R.'E PAGE MIf�9>3 SE£VFE USE. e�u pe99n vafitl for vse oNY�MTek connecfas iliu tlesign ts basetl orfy Won peomefrn slwVm.a�W e lor on cdrvitlw�b��d 9 comporent. � qpApfcob0lN ot tlavgnpaometers antl proper mcoP�p^oi component u responsibiry oi buJ�vg des�B�-^of�d�^�'&O°^9�O� .. 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'o c o u _ a ��. o a a� E u_`o aoo Eoo` � ..5a� �� - m.� � �' �w v� C tl! C � N�_. p . U U N '^ N C-�� 0 -c-a ` N O_ � C O Z � j C.O -O O O N � p °-o�O- a o= � �o;o � � oa >.�� �`ao.4a� �� omN �� a_ � p o E6u O .psa� uu�- mo � � p �� � a2 x° o �� � o� -oa�,�'� �- a ��a ooNS a3o � � ��`_ Q °�"�� a� �*�� m ��� � 'av � � �^ � (aj °�'� . o a�t � 3 c�aoaco UooQ6 =„ oo � .� QC _ � �so� o `ox� u � ooa� m�,- oQa �.o z �- � aa� � � � �ov �a� a� � ° °' a`a o �-�� ' �r� � ° °3 � �- . i-s-�3°�� ' �°a�-:S ;-po-oE Q � cpom F _ p -a c� (� �ao= c � N � �.c�U��3m p � � a Q c �°-� °' °-'oa-�c a ' I I pW N � tl � Z�Om(� OU ¢ �-_ � O Vl � � O . � �y x Q Z ,? .. � . ' �'o Q w � �c'.� I F � � Q a ; = �� + � m a Z m N I fl � .. Q� PN E617t870 Truss TmssType� ' � lob � SPEG Job Refere`we o fional 1 FA-°.8694 7 250 s Aug 25 20�1 MiYek i�MusMes,Inc. W ed Oct 12 13:03:06 2011 Page t ORUEftS - � ' �eErFZas704mq�U?Hl�hnbLFJGo3k2_aeyU9op ID:7i6ryN'WDmk�foSWtW zs�5-okwiVS 31-�i-03�-�0 . . M/R Homes.X �si�-e �a'4B �sy z s>ia zso -+� . e-o-is ]-to-5 �"�� Scale=1:82.5 �is 4x8� 8.0� t2 4 3x4 II 5 20 3x6�i �9 6xB� 3z6�i 3 6 2 3x6 II � 89 N o 1 3 t2 11 l�pl} b �y9 BX1z 3x4 II 5x10= 1� 'O 21 �4 1] 18 22 15 80012 10x12= 4%8 �� 3x6= 4x9= 3x4- 3x4 II 4�� 3x4 II 3x4= 31 11-0 �� � tt 18.92 �4-��. SlII 124-5 1SItA 2.1� . S.YR Bd.\5 1-1M19 pQ15 pLATES GRIP plate Offsets X. : 1:03-8 Ed e 4:0-5-1 0-2-0 6:0-3-0 0-3-0 8:0-b5 0-2-0 -10:0-11 DEFL 11:Onb"�0-0-�2/defl�0 ZUd MT20 1971144 �OADING(ps� SPAGING 2-0-0 CSI .Ve����) .a.2211-72 >999 360 23.1 TC� 0.91 Ve���) -05311-12 >776 240 TCLL Plates Increase 1.15 BC 0.87 Ho��) 0 29 8 nla n!a We19ht t961b �=5% (Ground Snovr30.0)�- Lumber Increase ���5 y�B 0.84 Q 25��_�p >999 240, TCDL ���� RepStresslncr �S Malrix) Wind(LL) BCIL ' 04 ' Code lRG2W9(fP12007 ( gCDL �0�0 BRACING TOP CHORD Struclural wood sheath�n 9dlor fi'-0 0 o'c bracing. 6ecept: W MBER 80T CHOR� Rigid ceilin9 directry aP� 5-13 7�P CHORD 2 X 4 SYP No2'ExcePP �Row at midp� Z�5 3_q;p X 4 SYP No2D y�EBS 1 Row a[midp[ BOT CHORD 2�X4 SYP No2'Ezcept' M7ek�recommends tha[Stabilize�s and required cross ba�ing 8-10:2 X B SYP Na2,10-���Z X 6 SYP No.iD . 2 Xq SPF Stud'ExcePt� be Ins[alled durin9�NSS erection;in accordance wiN Stabllaer WEBS Installation uide. 4�5:2 X q�gyp No.3 ar SPF No2 W EDGE Lek:2 X 4 SPF SNd REpCTIONS Qb/size) 8=1 27 910-3-8 (min.0-l-ti),7=1 29 510-3-e (min.0-1-t0) MaxHorz7=-458(lC�) �_391�L69) Max UpliflB=-463(LC 10), � µaxGavB=1436(LC 2�.1=1362(LG 2) FORGES (Ib)-MaximumCompressioNMawmumTension ' 4-5=4586l797.5-2D=�535/fi67�,fi-20=-1692i633, . TOPCHOR� 1-2=-z0331666,2-3=-13b21563,-3-19=-1248/bg�•4-�9-�Z���610, fi-7=-376711291.7-8=-405911148.�8-9=0134 16-22=47?JtSfi�.15-22=-h721�558,14-15=-07/67. ' ' . 7'e/155Q �3-14=-1116.5-13=320/251 `��;`�',:11 F.i;l:, BOTCHORD 1-21=47271558.17-21=-477J1558,16-17=-4 t3=7 5 4137 5.1 3-1 5=-5217 00 8 .. 8-10=-82013166.1041=836/3304.12-73�10?J7899.1b12=407J1896 �_5771t559�6- ,��`�_ .yiPYr� '�/� 2-15=7331464,4-15=167256,7-t 1=-71303.6-12=01308, :. � .,., rC % WEBS 2-17=01374, ti << . .. sf.- ,� �4-19=4}}(5}63 � :_ > . � ,� JOINTSTRESSINDEX 5=023.6=082.7�=026;8=0.69.10=0.64.17=0.90,11 =0.44.12 026,13:=P541`�-d18.�{b' _.867 �fi�-61.17 7 =0.86.1=0.00,2=0.48.3=0.68.4=0.90� . _ `. .. - y `, r `ii.r(' C.i � _ =026and18'0.26 - � )( L,t � ! .-:. f BCDL=6.Opsf,�h=25ft;CaL II;Exp BI'e^�°5���FRS(low-rise)9able end zone and CC"�� _ NOTES (12-13) ' ..,j;.,.. e t)W�nd:ASCE7-05;�120mph;TCDL=6.Opsf; � ;� 6cterior(2)mne;�»ilever IeH and n9M exp�sed 7GC for members and forces&MWFRS for reacUOns shown;LumberDOL=1.60%i _ o II;ExP 0:Padialty.ExP 1 Ct=1.1 �/,� , . plate 9ripDOL=1 60 �i � � 2)TCLL:ASCE 7A5;�g=30.0 psf(9round snow)?PS-23.1 ps1(roof snow);�Categ �Y 3)Roof desig�snw+load has beedreduced to account for slope. � '�III' ; i' 4)Unbalanced snow loads hzvebeen�nsidered for this design. O � �o�� 5)This tmss has been desi9ned for 9reater of min roof live load of 16.0 psf�or 7.00 tim�s flat roof load of 23.7 pst on overhan9s non+.roncurrent wlth other live loads. which include cases wiN redudions for multiple concarten[live loads. ��n U 6)This Wss has b�desig�ed 1or basic load combinations. - 7)This truss has been designed for a 10.0 psf botlom chord live load no{iconwae�[wiN any oNerJive loa s. Continued on pa9e 2 USE. ENGINEERP'�C0 9 $ 9 P and�f'-P?1 N��ES ON THIS AM)IhTl�UD D HIT�aFEPEN��PAGS I2II]4'13 HEFb1tE neM. I � ry�liale 1 aen '^°L �e zli wn, ntlsforon ndMtl Ib iQingrc��rho� I � ��PMTekP � ' � wnnxt'uG ' oPoultl 9de�9"e' ^°ttrt� d 9ne. 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O -oc (� S.no= c � m � �°V�-� a� a' ri�`t C O. Z � .• O U C �� �U U r, o � U v o � m.Sm� � O � I I ao` w � `o aoe��_°� o � F - oo y �f' m oZa�m� �U a � ° ° W x a Z y - . d � ¢ u�i rc 2�� P . � } L Q Q J = OJ._ J W �O � O]N m �� ^U • Q�y Pty E6171869 Truss Type lob Truss � 1 SPEC � Job Referer¢e �'°� DRDERS. pp,-98693 �.p50 s Aug 25 2011 MTek IndusVies,Inc. Wed Oct 1213:03:052011 Page 2 � � � �� � �ID:ZZ6cY�"�wDmk�loSWtW7LfjzkvnU-G94sevYySquDDeFbzKunkSU(yB?OOpZvWOF24Gy oq ryyR rywnes,X . NOTES (12-13) g)'This truss has been designed for a live load of 20.Opsf on�e bOe�P ble ot wlihstand ng 4631h uplift9at p�19 tandb46 6 upl flea jo ntl2�een ihe bottom chord and any other members,with BCDL=10 Dpsf. ,9)Pro�ide mechanica�connec6on(by others)of Wss to bearin9 p itchbreaks��th fixed heels"Member end fi�ty model was used in the analysis and desi9n of this tmss. 7p)Thls Wss is designed in accordance with the 2009�^a r�ctlonsx Qa56 wi111 ad stwinld load�reaction to a speed'of 90 mph(OrbB oa�4��^D d��84 for 710 mph).Ai� 11)'Semi-ri9id P 1 12�ot e�9�ff en�rema nChe ama as show0 mph, 13)SPF No2 and SYP No.3 can be substiWted tor SPF SWd G2de malenal(Roof Wsses only). �OAD CASE�S)Slandard � I �ENGINEEN�N� - LED FII7£d 1tF.F'E��E PRGE MII'i 4]3 HEFOFS USE. �� I � WARIIR'G.Ce�tIY d�i9^Puremeten¢M FF'�1D A9TE5 ON THIS ANJ ALI.[I . .., nm � baxed oM'vP�^P�ametars sno�aM'rs�or w iMrvidvol bvkf��&odn�g n+h°"'� n Mnex mm�em DesiB^°°p d forvse onry�+m M�ek conneclors.iM de'0^° �ent b resGo wbTM ol buldrtq tlesg�-���h"ss deig ..n,,.�APSion oaramefars and P�Per'�"�µ'��d�M1OriolemPO�rv�a°n9 to�rwre NadLty_tl�rin9 coratr�ction u iha respor�sb01M o e . . . , . . =�..e �a,crwd^sio�.�9an�al9�✓�o^°ere9ardinBenl B185wMs�deRoatl � - , G G �' � L � ....._. �y � N _. . - . � _.. 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V O a�m ��o"-„�° a�D 20� rn oc°n' ��o E_ ^� o.�`w o° r� trn °-m m E c � atiai a� m' m � p � �'� ���� a� t „n o �im mp m� tia `uo�o `oE `oo m°�m o 0 0` E� _ �a� am 5 S.' a �� ��'o� to` `oov � a°`-O� 2� �°' `ov° 2r ° mE no �o` _'� o �c ° °m� `o � � °m � � � ox �on`-O a "-' ° �cmm `c mo � ` �2a �o`:c - ' nv Qa £ "�.a c `ooa� `om c�� 'A LL O M rna � �o mmm C on �v . m r° o� o „ E om � m w� dc m mwn g oc� `o c� mo � a. v a� m v cov H „ `o ^' > =r� c- E �+1 � N °co u„'S� x= oa�� n wmo ?c mx °.'d o2-0 _ m .a „ �� .am � ac � o-v o� . �' o u �� ��- u o 0 o t m- � oc °2�a m � md� E o.o� oa .c�m a� �= o y° w � � oo � o_ o �� c o._c � � � Dm �d � m�[ D �L N QC� > O` 0L �D� 0.9 jp_ UC L � O O 0C � OWV jO � ^ >-U Ol.- E N O« C � O ' N �.. m �0 D p_ J_ D m N C U . � C 'oo �-oa >.0 >._o �� o a� '^c �3 pon a dm°' rm `u oo c Em o�� C ¢a �3 E n` Z o o m- � o�o m m m o °'w E a E °_' 4 �=u �'u o '" � `o o ° °'�" °„ °a ou 3- � p � P-oo U 'aoo o� �� » Ud$ aD 3�n oa md `o on° ^° m��"o 'v-oo �o'�,-�, �L O N vi �o r: m a o _ N� � O U 00 = �mn � O� OQ - P h `O ^ 0 O _ N a2JOHJ d01 � ° r-r� v� v � xQ �M D� U YO v CN UW � � � p M 9-cM �r Z � .}.. c'- �o U� p� n V1 3 o w� � 'z n° � ° - _ „ °' k o W a � � m N y� � m � .. � � a � �-i u O �w m -a N y , y C� N � W~ W b � ~C N � � m O W a � Q P C p�yp�����������y�B�/ � �z U • E "� � U m U' Z 'J (") f� V 0Ip'.��a'.+ava�/.�Y� it < C �Le � N � � =rc O O �n P N �IiW a6P Wu�F m = hLA � �Q wy. K 2'�O d' � � dQ�< N V F- h I- 1 W�O W �z C � a O a y „ d °' �, rn � � O m Z� w� w mm�o,�'o � WW� y` 3,,, o �. -,o�n 3 u � `o u �, u - wa zW U� a "�'Pwcti a�ll� m � �~ a\ � � �=�Z� �" N� y QQI� IY V � N ^ PI� tijJ �w J h �Ptp `N m W Q?JOHJd01 � O�i x�� p �j �o�o � �a.- uz a U wo^.z"' P �• L � N fD OL� �.Ki N O � ��. � m O C K � � C � OU.�_.r OO9 �`j] CJ � U O Z � �°w ' Ua °JO r Q,� o� co0 m �.ou �N � o� Q C�'� w N �'�n w n y N C'�n O p U�O p O �n O C E-0 N . � y � LN C,,, „ � � N N p p � �w ~ OD C�� OO �O � �'� O OlE � C � m CU C0 � Z °am °� o�� oo � oa�� ���u, 3u°'o� ° 2m�.=o m a � _ o` w �' � Oa� E � ° °`oo " -� oo Eoo` o . cm °,-'�� °� . � a�� �w. � . .. mw '^ c �a v c c `o Z ��- Sc9 -000a� m Q� oo =°a ` � mSo � ou.oa� 000;�.�f p o.N � . . • o>- � o� o E ua p am o _ 5 � Q- N .O � r � N L F 4 L N-� � VO OD U N � C U �� �� a�ii'' x° ° E� u a� aa��`o� Q a�» _„'r a3o � oo�D Z a�.`- Eaac Q°' p ��, � ov � E „ � V �'�- . o m= � 3 ��� oa` co a Uoo¢ o °� `o° � � ec = Q '`^`o� p o`x� u o `ooa� o�� oaaao u� a�= o -p o � � � �- IV- ; °_ °' « `� � ° �' �3°L J aTa� ano � oc � oomD _ �, O -QO - Z . c�.ao= c � m � oo�nUC�°t� � a n�e � p� .. CUc O1� °>U U o � U vo �m� m= � � � 'a `o su z .o o`oa�=�Opc � w n� 'Cf m � Za�m'�jc�j � I I o � t- - O N � � O � � W 7' � x ryQ Z �' a � a �,°, a � Q Q = = ° _ J � V N O]N - . . . . . m _ C Q �m i i QH py E6171869 TN55 T� Job T�vss � � �9�93 SPEC JobReference o lwna� ORDERS '/25p s Aug 25 2011 M7ek IndustriPS.�z� W����Z�3:03:05 201 t Page 1 ' ' '- I�:ZZ6c�"/lHDmkINo5WlW7Lfj�k�+�'G94sev3y5qD DeFbzKzmkSU(y8?OOVZNNOF24CyU9oq NVRHomes,X �gy.e. zai< ��i yya p isna ss�z n eais �.�as zno-o �� s4t5 Swk=1:8J.4 �� B.W 12 5 3x4_II 6 2t 3�Ti�/ 20 6n8� 3x6� y ] 3 3x4 I I 8 9 �J Q 13 1 .�'�44 �Z Bx12= . '° � 181i � 16 " 15 3e4 II Sx10= 11 4� II B.00 12 1�12= � 3�_ bz8= 3x4= 3x4 II 4�� 3x4 I� 3x4= 31-110 2459 tt 1&48 3�.1J y.].12 ��"�" is»�e z�� ss+z eau �_�dy g615 :p-3-M103-0 9:0-1-50-2-0 11:04b110�&�4 12:0.1-70-042 12:0-2-120. - P�TES GRIP PlateOffse[s Y: 2:0-3-8Ed e 5:0-5703-0, OEFL in Qoc) ��defl Ud MT20 �9���44 LOADING(ps� SPACING 2-0-0 GSI VeA(LL) -022 12-13 >999 360 23.1 TC 0.91 Ve�(�) _0.5312-13 >717 240 7CLL Plaleslncrease ���`' gC 0.87 �Zy g nla nla (6mundSno�30.0) Lumberincrease ���5 W0 0.84 H°'��T�� �yyy pqp Wei9hC197�b FT'5% 7C�L 100 RepStresslncr VES Matrix) Wind(lL) 02412-13 BCLL ��� � Code IRC2009/TP�2�� ( BCDL 10.0 BRACING lied. LUMBER TOP CHORD StrucNral wood sheaNi��or 6-U-0 x bracin9. E�cceP�� TOP CHORD 2 X 4 SYP NoYExceP�` BOT CH�RD Ri9id ceiling directly app�6 14 1 Row al midpl 3-i6 4-5:2 X 4 SYP No.2D yrEBS 1 Row at midpl BOT CHORD 2 X 4 SYP No2'Escept' 12.2 X 6 SYP No.iD Mi fek recommends lhal Stabilizers and required cross�radng g-i t;2 X S SYP No.2, W EBS 2 X 4 SPF SWd'6ecepC be inslalled during tmss ereclion,in accoNance vrith Stabi izer 516:2 X 4 SYP No.3 or SPF No.2 Installa[ion uide. WEDGE Lett:Z X 4 SPF Stud ' REAGTIONS Qb/size) 9=12781�-9"8 (min.0-141).2=�356103-b (m�n.04-11) Max Hoa2=-449(�C�) Ma Gra''9=1435(LC 2)).2=1435(lC 2) FORGES Qb)-MaximumComp�essioNMaximumTension '. 11f1ir'r, ' . TOP CHORD 7-21or1669I6372028 637631287 BA=1i0551744,9-0 0/34�-12t51608�23�6383 59415-�6=-46167664, . `,\,} /', '' !�f'..,'':.. �/i 17-18�63I7551,17-23=-46311551..t4-'15=-10/5.6-14=33925t •.... �`.. .�ji 80T CHORD 2-22=4631t551.18-22=-46311551,7�74=-39911897.1243�00I1893. 7_t4>754/375.14-16=-51I10a`;;;y 1'1'.:_ .. ,. 1b12=83213301. q_13=01308.7-12='S76I1558. . .` , � �i 9-11=81713 1 6 3. �1�165255.&12=�03. � ." .�:.�j ��_j;:-. / �� WEBS 3-1 8=013 7 2.3-16=728/456. i p'.. �'� �`�. cr� ✓ ,5-14=410/1179 '� 4 `�� ` '.' 7=0.82,8=026.9=0.89,11=0.64.12=0.90,12=0.44.13=026�4-.�0.54,r15=0.18.16=0.67.7,7=-0.96.18 JOINTSTRESSINDEX _ : ,y� C'��1:�''��` � _ . �� ^ p=0.87,2=0.00.3=0.48,4=0.65.5=0.60,6=023, Y � .. _ . . � ' ' =026 and 19=0.2fi ' ",: �.� ' �:' + � : � NOTES (�Z-�3) � �)W ind:ASCE 7-05;120mph;TCDL=6.Opsf,BCDL=6.OpsQ h=25$CaL 11;ExP B:enclosed;MN�FRS(low-rise)9able end zone andE.0 �',.-� ed;C-C for members and forces&M�'FRS for reacLons shown;Lumber�OL=1.60�i' ._ '`i`\ 6cterior(2)IDne;cantilever lefl and right ezpos II;Exp plate 9rip DOL=�.60 Cate9ory B;Partially Exp.:Cr1.7 ���;�,�� mund snaw);Ps=23.i psf(roof snow); y"��„�,�3 2)TCLL:ASCE 7-05;Pg=30.0 psf(g - 3)Roof design snow load has been reduce�to account for slope. 4)Unbalanced snow Ioads have Deen considered for Nis design. 5)This wss has been designed for 9reater of min roof live load of 76.0 psf or 1.00 times flal roof load of 23.1 psi on ove angs �EB 0 2 Z012 non�ncurtent with oNer live loads. �)This huss has been designed for a 10.o ps�nom�ro�11Ve��o°"°a��'s e�`N���ny other fve load1s.�ncurtent live loa s. Confinued on page Z �ENGINEEPIN��� I A W,�}!G.Venfy tlesi9n Y°r°'^�ers wd I<EAD NOSES ONTFIfS AND IlMiUD t�����w an'Ntl'ridual'bWtlin9 eO�p�nent. � 'q olbuiduqdev9�-�t�desg:�.�5s�"'� AMiTekAhiliala Detlgn vofiC fw�se oNY�Mrtek cmne�trn��afwn oi e mPO^°^t�����.� d�rin9 w^�^'C1On°�'e respo�wwD�bh'of Me qppllmbiON oi tlesgn pa�am0ers ond proPa� brocmg to�ruvra s1odTM .cwfi�al wsb mambers onFy.Atld�M1Ono��e�^Pm��' NC"� .. . . . �n..v+orwbTry oi Rie bu➢dng desgner.Fa 8eneml g��o�ce re8� '^g - . ., e�e o �M BGSII 6vldlo9 Componenl 818 Soundsitle ftoed � tU � � '' . - °' � - � � = � a, > ? cz o �5 � o ° _ � �, � �� a O m . 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NVRHomes,X ID:ZZ6cyVJIHDmkOtoSWIW]LljzkvnU-kz��KKVJmMcUgPPoRXBtLTBnIIH53mHIWXI or NOTES (12-17) 10)Thls Wss is deslgned in accordance wi�h ihe 20091ntemational Residenflal Code secfions RSD2.11.1 and R802.10?and referenced standard ANSI/TP . 11)"Semi-n9id pitchbreaks wi[h fixed heels'Member end fixity model was used in the anatysis and desi9n of Nls Wss. 12)Designs checked for ASCE 7-OS wind al 120 mph,wind reactions x 0.56 will adjusl wind load reaclion to a speed of 90 mph(0.69 for 100 mph and 0.84 for 1 t 0 mph).All other weff�cients remain Ne same as shown. 13)SPF No2 and SYP No.3 can be substituled�for SPF Stud Grade material(ROOf Irusses only): LOA�CASE(5)Standard ' . ' � I ENGINEEPI�NG BgyY�pq� I � p�ppMJ.q.perify d�ri9^P�Ta^•�T°'�Q FFJD NOTES ONTfIIS AND INCW➢ED tff"lEff ItEC}.',(t�NCE PAGB 'M-7413 BE�ro �ne �II ���YA W no �1 �I.tl6� VB�@1 omorofion of component�u respowbifiy of boM1dN9 dnno co�cfion¢ihe esporssbilitly o�fhe A MTek Alfi�iam pesignvolitliwoseonlywifh!✓e`ekco�necfo¢Thbtlesi3^s�zedonlyuponPrnameterszMwn.ondafuanlnW�tivalboildln com n. � � � � � � � � Q � ; �t v . > E a � o c'-o � `o o�3 . � Q m `o„,_`o '. `m' _... . '_o _ -a n°�' m� c _ . �" o ' ��o t a m °.� pc .c . E o m' . c c� ° _a ° o � m ` � �r c c � °'o L m E °°' �� � o d a N `o 'o m � `0 3-OO 3 b-�- � °'� c`�E c '^ �Od o o m � n� co E= �i j -. 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Wed OU 1213.W.04 201t Page 1 IO:716cyW IHDmkO(o5 W tW 7Lll�'^U-I¢W TRZVKKVJmMCUgPPoR%BtLTBN IN53mHNVXyU9er �N S]-9 10.9-0 1&11-8 214-9 263-9 31-0i-0 0.11 S]-] ' -- S24 -' ' ' 52-1 ' S-2-1 S2-0 � S]4 ' - �� Scale=1:71.9 6 B.00 R 3x4 II 16 �7 3xa II 5 � 3�� 3xd ii �z4\ 3x6 Q 34 e9 1� �Z r m `�. 'o�o � <vfi= 13 10 12 15 �� 4x6= ' 4x8= 3x4 11 4x8= 4x6= 3x4 II 3xfi II 3.511 163] 21-1-9 3141A 10.9] 10+1 t0.9A ' PI t ORSet (XY)' �6'0-3-703-0� I>>'0.1-80-0-8� ry2'0-2-03-0-7� 1�3'0-1-86-0-81 LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) UdeB Ud PLATES GRIP� TCLL 23.7 p�aies Increase 1.75 TC 0.47 VeA(LL) -0.i6 71d3 >999 360 MT20 197/144 (Ground Snov,=30.0) Lumber Inaease 1.15 BC 0.45 VeM1(TL) -027 70-71 >999 240 TCDL 10.0 RepStresslna YES WB 0.47 Hoa(fL) 0.05 10 Na n/a BCIL 0.0 ' Code1RC2009/TPI2007 (Matrix) Wind(LL) 0.0970-11 >999 240. Weight2211b Fi=S% . BCDL 70.0 LUMBER� BRQCING � TOP CHORD 2 X 4 SYP No2 TOP CHOR� SWCtural wood sheathing tlirectly applied or 4-1-0 oc pudins. BOT CHORD 2 X 6 S1P No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc b2cing. WEBS 2X45PFSNd'EzcepP WEBS 1ROwalmidpt 6d3,6-N 6-73,6-11:2%4 SYP No.3 or SPF No2 MiTek recommends that Stabilizers and required cross 6racing be installed dunng�russ erection,in acc'..ordance with S[abilizer Installation uide. REAGTIONS (Ib/size) 2=1329/0-3-8 (min.0.L11),10=1268/0.3-8 (min.0-7-10) Max Hoa2=C58(LC e). Max Uplift2=-064(LC 9), 10=391(LC 10) Max Grav2=1436(LC 2),10=7362(LC 2) FORCES (Ib)-Mawmum Compression/Maximum Tension 1'OP CHORD b2=0/31,2-3=2038/705,33=473716t3,4-5=-1777/645,&16=1739/839,6-16=-1638/870,6�17=1641/874, 7-17=t74?JB43.7-&=1720/650.8-9=4741f618,9-10=2042(712 BOT CHORD 2-73=559/1591, 13-14=170A004,12-14=110/1004,12-15=710/7004,71-15=110l7004,10.1t�69/1596 WEBS 5-13=-428/373,7-11=438/371,3-13=-280f301,6-13=-467/905,6-11=-475/922,9-17=283/305 JOINT STRE55 INDEX `���t`������lr��/. 2=0.45,3=026,4=0.50,5=026,6=0.55,7=026,8=0.57,9=026,10=0.39,11=0.76,11=0.64,12=0.50,12=0.78,12=0_7@�iZ=O�(:1�-_0.7§�nd13= 0.64 '��,,�F�' ,'�'�C,�. �ji , . .,. ,."�-F',.-...-:�,� % NOTES (72-13) ::'�(:' ,-'.`�.;.�p i.,.,�:J: i!, . 7)Wind:ASCE 7-05;120mph;TCDL=6.OpsY,BCDL=6.Opsf,h=25ft;CaL II;F�p B;enclosed;MWFRS Qow-rise)gable end mne and C3C .G - �� �' 6clerioQ2)mne;cantilever lefl and righl ezposed;PC for members and forces 8 MWFRS For reactions showq Wmber DOL=1.60= � � _ plate gnP DOL=1.60 _ ' ^(:���ili'i�4':� � _ _ 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=23.1 psf(roof snow);Category II;Ery B;PaM1ially Exp.;C1=1.1 - - •�.= �� - '.':.r..�.,�. 3)Roof design snon load has been reduced to account for slope. ' -' ' ::�v ` 4)Unbalanced snow loads have been wnsidered for Nis desiga I�`�,` ' � 5)This Iruss has been designed for greater of min roof live load of t6.0 psf or 1.00 times flat roof load ot 23.1 psf on overhangs '� :.�, � � '` ` �� nornconcurrent wi�h oNer live loads. l-�`V 6)This truss has been designed for basic load combina6ons,which indude qses with reductions for multiple concurrenf live loapsf���(�� 7)This W ss has been designed for a 10.0 psi bottom chord live load nonconcurtent with any other live loads. ��� 8)'This tmss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � will fit between ihe bottom chord and any oNer members,with BCDL=70.Opsf. ' 9)Provitle mechaniql connection(by others)of iruss lo bearing plate capable of wiNSlanding 4641b upliR atjoint 2 and 391 Ib uplift al ;°'""° FEB 0 2 2012 Continued on page 2 � WARNLV[:-Verlfy dc.ngn yvnmcfers und RFAD hOSES ONTMS AN�RICLIfDED HITEK RSFELL"NCP PAGE AfII�)4)]SEl'O�tE U56. 1�i ERRRNG���M���EEflfffING BsYRRR888 Desi9n volitl fw use oNywith hNek connaclwz 1M1S tlesB^a��oNy vpon parometers slqmt and'v la on'uMrvitl�al budQig componen�. �a������ Applicadlily o!tlesign porometers antl propc incwpwafion ot romponenl b resporuibTM a�boltlirg tlezigner-mt M1vss tle9gnec Bmcmg shown � a fo�hterol vppo�of intliv'�ql web members oNy. Addifioriol iemparay brocing to inswe sfabllM dunnB coruVOCfion Is the rezponsiCYliry of iM1e A MITek hHi�iele erecta.Adtlifbral perznarienf brocvg of Me overoli sV�cNe a fia resporttlbSfy ol ttie butdrg tlesgner.Fw Beneral B���e regardmg fodicaM1On.qvoPly conhpi.st0�09e,tlefrvery.e�ection a�W Eroc'eg.Cow.m ANL/fPll Quvfily CrXeria.OS!-09 and B611 EuOLng Component c�8 Swrdside RwE Svfety Iniwmafion wadade hom irvss%ate Ir¢fiNle.J91 N.lee Sfreel.Suile 312 Ale�t�ia.VA T131�. cGenton,NL 2)932 � � -,.. . Q a _ _ _... . � - - - �_ d � � � m > E o� �r � � o` � `o m c o o� „ n:� I � �O .m . 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W a � � „ °' „ K° > m a � v ¢� c � U e�i U� p2 � O M y�.. �� N �i�/ y � c � N O L'rv- _ � �` P C � 9 p W U � E �n w U �c9 z Q v o o � � �,�� y �b. -o � 3 � y'� °_ p h� M N � � ¢� E m �* � w Vs � � <-am' k ^ �Q z a wP w � . �� o��a� /'{ y a °. � c °h.6 a m W'n d , Q h.^�d hjw (- `° O m j w w w .. �c-��o�0 3 a�i � � � � �� �w � � ��a oE,�� � � �,' , �t U W . �W � p No`�N Q '� � x Z� U Q W�� � ,a ���- a� �- m .vZ � - V Y ¢�,= w� U �-' �.�n��m m `_ PIJ � Z=-W' �m � w �O.�o � �.,. �� O U ���_ 4�'OH�d01 �a� c�iz'� a U wo�.zo"'. � m ? C ? O L C C � �� U � p � m o � o -°o � S� . o� o � � � J w O � �C ` °-�' z a� o� � � a �'� . c.4 8 °�' Z-.o� - �? o � � ���r u:o� so N °-� o� 3�o � o o c Eam Z� C-O. L N O.y yi s � �� � N.0 N > N O O � C..- O Nw"- N - N O_� ' N � Om CU � � � � O� �4� O O N O �- � � �O m E� L p U C � h Z a a o.� a� om `oE .u° o � � o °-�o� 9°��w � u'a ° 'a.�.��oo C N U � � z �ap` � � O . -OUO ' _�_0O TOO O "C� .�-�-O�OON N � a N C� N �a � �C � O. 9 N J O Q Z T�F- O U� N �U O m� V� � O ao°.Q>. °= .- �-oo �o `� ams � 9� m-o o °oum a3ocu °� T c�o -oV aN�n-- � �oC�� N —�3 'n-6 � O-m"o p �� �_� x. ° E m � °-N N � . m Q a�.- .�o m� � c �a a a..� o Z �.� EQ� v�� m �-� � o � �r.o� V ox� u 000a� m� o �oo � a U`oo�ao \d `o-° a � QO = Q �'-o� � O u� a`o u °-�u� ma�a om3 rf z * ao� �--.°� u aa ��30� � » c v °-oE o�� oo��a . .. p �� * wc (9 �QO:= � � m � ooNUO m , w= _ O ao Z U � m.«. o�o " C q Q �v � � V 'O O N�'6�- C � U � Q a �,-_ in._._ O C ° o � I1 VOi N � C1 OZd�m(�CU � W I � � S W X Q z y �- b�, �- m�a - f a. 1 0� F w ��f �°r= �o: .. L Y Vl J � H < � \ N.-. a � m cZ mU - Q n,., , TmssTYPe �ty Ply E6P186] Job Tmss � COMN � ORDERS �A8691 Job Reference o tionai 7250 s Aug 25 2011 MiTek Indusfries,Inc Fri Oct 14 iS06:46 2017 Page 2 NVRHomes,X " ' ' IO:ZZ6ryWtHDmkQfoSWtW7LljrkwiV-99100AhXp�q�vCLVyDC5u3b7uNGscE3sGk620pyT7ot LOAD CASE(5) 1)Snow Lum6er Increase=l-15,Plaie increase=1.15 Uniform Loads(p�� y¢�L 7-13=-20,73-14=-50,9-14=20,1-5=55,59=-55 2)Snow Only,Lumber Increase=L�5,Plate Increase=1.15 Uniform Loads(pl� Vert:7-9=-20.1�-5=-66.59=66 3)Unbal.5now-LeR:Lumber Increase=1.75,Pla[elncrease=1.15 Uniform Loads(pl� Vert:1-13=20,1&14=-50,9-14=20.1-15=-55,5-15=81.5-9=3� 4)UnhalSnow-Ri9ht Lumber Increase=1.15,Plate Increase=7.75 Uniform�oads(pl� Vert:1-73=20.13-14=-50,9-14=20.1-5=30,5-16=-81.9-16=55 5)IBC BC Live:Wmber Increase=125,Plate Increase=125 Uniform Loads(pl� Ved:1-9=-40,b5=20.5-9=20 6)GC Wind:Lum6er Increase=t60,Plate Increase=7.60 Uniform�oads(p�� �9_40 Vert�1'9='12.1-5�0, Ho2 1-5=-52,5-9=52 7)MW FRS W ind LeR:Lumberincrease=1.60,Plate Increase=1.60 Uniform Loads(p�� Vert:1-9=12.1-5=-17.5-9=25 Ho2 1-5=5.SB=7� B)MWFRS Wind RighY.Wmber Increase=7.60:'Plate Increase=1.60 Uniform Loads(p�� Ved:1-9=12�,1-5=25,5-9=17 Hoa:1-5=37,5-9=-5 9)MWFRS tst Wlnd Pare�lel:Lumber Increase=7 60�,Plate Increase=l fi0 Unifortn Loads(pl� Vert:b9=-12.1-5=43,5-9=28 Harc:1-5=55,5-9=38 10) M�NFRS 2nd W ind Pa211eC�Wmberincrease=1.60,Plate Increase=1.60 �, Unifomi Loads(p�� ' Vert 1-9=12,i-546,5-9�3 Ho2 1-5=38;59=55 it)MWFRS 3rd Wind ParalleC Lumber Increase=1.60,Plate Increase=1.60 . Uniform Loads(pl� . Vert:i-g=-12,1-5=t9.5-9=12 Horc 1-5=-31,5-9=24 12) MW FRS 4th W ind Pa211e1:Lumber Increase=7.60,Plate Increase=7 fi0 Uniform Loads(pl� Ved:1-9=12,b5=12,5-9=19 Ho2 1-5=�4.5-9=31 13)Unbal.5now Onty-Left'.Lumtier Increase=1.15,Plate Increase=t.15 lJni(ortn Loads(pi� VeR:1-9=z0,7-t 5=-fi6,5-75=702,5-9=-34 74)Un6al.5nov+Only-Right Lumber Increase=t.15;Plate Increase=1.15 Unifortn l.oads(p�� bert;1-9=-z0,1-5=-34,5-16=702,9-06=66 75)Live Only Wmber Increase=l?5,Plate Increase=125 : Uniform Loads(p�� 9�4-_zo ��5=-20,5-9=20 ' Vert 1-13=20,?3-14=60, � � I ENGINEEPING BT I A ��ryJryG-p 5j d gn par met ^d RSAD NOTES ONTfRSl++YD IXCL�DED dIIT.-A AEFER-NCE P1�E MI194')3 E SOR--USi. ������ ea basetl oM on +ers sn aM c r«an 3 do I bulan9 co Ponenr. � DeSgn�afd in. onry vrith Mii k o ecfi.?ilis des gn y up pomme r e oc n sM1OVm p M7ek Aniiia�e Dif ofM_ <oMrab(MOitlesgnporamete adpope(i�orywafion � f PpOry�bmgtob�Nefsfablry��n9comiN���°M9� � _��a � ' � 0 - - � - - � � m . . � � a, _ > _ �r il o`$_o` v` E °c o m C n.3 � D _ � N N� N.� C �p�j m t � O m . � O m . �c � 1] ,p� t � O �p � p�- � d � a= Dv a �'N m��E a �' c o r m E o� =u '� c -o a� o � � .c -�P-� a� 'o � 'c � u o m 5 � c o 0 y.W., 7 � °_'w `mo ° 3m m ; o °�° aa �o °m °a aa� �a o o�� 0 3 ° oU um u � a �'o. oo.-: „ o =t 01 °'c�_ >C mo ' `od� °� o� °£ „° `os � °' � o` '°.0 _o° � � 7 2� DN> p�.0 �D � �3a OZ �S] .`N NN �O' NL � Co O' d O aC Om � a C o m-O °c�d ad °'$ °m 2-oN �„t y° m� :o� c om �` n �om w o` � oo � c u � — °; co � m oo v� ° ocz v' =° m2 o `ou o� am `o n� � m` „ EE c3 0 � � C �� d° Oa �'a� DO 2 �QQ .o,o �o� Dm upm o� m� �c oti = � m �.0 rn.°�' '� � V O o�� v:o'- 6�c °'.a �m°' °' a�� 3� E'= ` a °�� oa £o `o � �o `o � � Ea� ax � � 3 � n`.� n` �°u o°c ra¢ v u�o °'o me�e °a+� �°o °� m° „� d� `3 �m u mta t � °m � y� � ox Eo�D .L`�o y.�m o o�� ym acim >° 020 °E �Q nw m°i � mm > °1t� �o oU rn O '"o` oi.amo �� 'nmo� m yE,m EE � u v� � r� ��' a� Eo -o'm c° oc �o o �� t,o� ��o � b„ �� u.. oa�� n do` c vx a� o.= u ° `o_° _o° c° � a-� o � � �o o Q xo uc-- E `o.o '�^o tm n:` - `o o° °'m a to 0 o v ��a am °' �d � O � ° �?m� dY v�t a� nco °'� o`o m£ m`�y °_m �a� o.� � � .0 ua ° �Em o2� o= � 7 ao �noo �o PW° 5 o.o�°u �m No „m naE � m`m- cu o » c `oo ° p`u 3-O � ca � c d= d E du �= u �` � a Qa �3E� Z� a"�oo U aoo pr �� > > U °1u� dE ?on on m `o U �o � � � � mc � mZ � A c�i .� . . �mn � o� o¢ h d I� LO P � � N � P tn ' � - 0 p O N 42JOH�d01 .o r � sro� �n v `c Z m in� W N � N � L� D� U Y,- K O Uw Ry!' 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COO NZ-,O U �N OC Z � C a w O_p �O � N D� O O � O N �j N O �O OC �"O N �-O'T L 0 �n Y � L Ul C„ N C U O C Q � om'= o� c� �`o °i ° a� o o�E � �`oo� c cza �= o �� oo °' � E oc= o._ o '^ �T Q ���- -o o � � � � a�-a� n�-�,., 3uao � cwpo t- o-Ba� oa� oE uo� ❑ � oD�= Eo `o c- � � `o�=.� �,_� . � � p �. � O . "6U0 N� � N�- � jC� .<-OOON � � � a� c� a�i °'_., � ` °' a � �a`i5o` OQ Z Ta�i'= oo.4m �uo�n�' °� � a ooT, . `o_. oao o E�p � � �� a� � o � °� a�o � u °� O � � a= ` � - ms � a`� a�°i o,a�t mom �w � >.� `"OO au o.._ � °�N� c � 3 "'a c-o . a� m O p�._ Z CN �a� � � � N� � Q � r � � c V ��- .`p Ntc �m Dc� � .`� N O X U O O N . O a a U`oo¢`o °a o`Oa LQO = 'Q a�-o� m � umo.'a � Q��� a� a�i�° o °om� S9 ZO -� .�- ; °- a� '_ °'.0 ° ` s�3o� c° j'�� `° � o � � c_°U(��m °� F � � » E � z � o= c °� � . °Ucoi° �`u O ' C � � Q . � O. C N �y� O � V D � �'�D"�O Q C V - Q � � O N'j J v O ° � ^ VN N �" m � ZaOm(� �U � _ I � v `a w -� ('I �, .. 7 a ' . . 'a p � �x} �w C r� o: .. 0. L N J V � Q J � �- � A Q w a "' �' `n ti J � ° Q Om � lob Truss ' TrvwType �N P�Y E6171867 1 �RDERS EA�98691 L�MN � �ob Reference o tional . 7250 s Aug 25 2011 MiTek IndusVies,Ina Fn OU 1415:06:<fi 20N Pa9e 1 � NVRHomes,X _ ._ , ID:Zz6ry�"1tHOmEOfaSWt`N�LJjz4v^V-99100AhXpiqUvCLv�DC5u3b"luNGscE3sGk620pyTTo[ 21-1-9 - ' � 263-9 " Jt-11-0 . S"/-] 1P97 15-11-9 S2 1 `"Z_� 5.�.� 52-1 5 2-1 � S7-] Scale=1:13.6 6a5� 5 8.00 12 3x4 II �5 16 3xd II 6 4 3n4 G 3x6�i 3�� 3x4� � 8 3 2 9 i ���� 0 0 � 1z 13 ii 14 10 �� <x6= 3x6 II Qx8= 4x0= 4�_ 3z6 II 3a6 II 3xa II 31-tt-0 10.9-] 21-��9 1P9�'/ 10-9-] 10�4-1 PlaieOftsels X : 5:0.3-7,03-0 10:0-1-80-0-8. 11:0-1-140�4-1 . 72:0-i-B4O-0-b DEFL in (loc) Udefl Ud PLATES GRIP LOADING(psQ SPACING 2-0-0 CSI MT20 �9���� 23.t TC OAS VeM1(LL) -0.1610-12 >999 360 TCLL Plates lncrease >?5 gC 0.45 VeR(TL) -0.Z� �-�2 '999 Z�� (GroundSnovr30.0) �um6erincrease ��15 WB 0.46 Hoa(TL) OAS 9 Na Na TCDL 10.0 RepSiresslncr YES Wind(LL) 0.09 142 >999 240 Yleight2191b FT=S% BCLL ��0 � Code IRC2009lTPI2007 (MaUia) BCDL 10.0 gRAGING LUMBER ' TOP CHORD SWCtural vrood sheathing direcNy applled or 4-0-0 oc pudins. TOP CHORD 2 X 4 SYP No2 gOT CHORD Rigid ceilin9 direcHy applied or 10-0-0 oc 6racing. BOT CHORD 2 X 6 SYP No2 W EBS 1 Row al midp� Si2,5-10 WEBS SX25-70:2tX4SYPNo3or SPFNo2 REAGTIONS (Ib/size) 1°7269103� (min.0-1-10),9=126910-3-e (min.0.1-10) Man Hoa 1=444ILC 8) Max Upllft t=392(LC 9),9=392(LC 10) Mat Gav 1=t363(lC 2),9=1363(LC 2) FORGES (Ib)-MaximumCOmpressioNMar.imumTension TOP CHORD 1-2=2D44l714.2-3=1743f620,3�4=17221652.4-15=1744/b46.5-15=1643/876,5-16=-7643/876.6-16=-1744/84 . 6-7=-172Z1652,7-8=1743820.8-9=2044p14 BOT CHORD 1-12=-56711598.12-13=113/1006.11-13=113/1006.11-14=-113/1006,10-14=-113/1006,940=-077/1598 WEBS 4-12=-027/371.6-10=-427/371.2-1Y--283/305.5-12=-074/911.5-10=-074/917.8-10=2831305 NOTES (11-12J .\t�� cy'I!��t-• _////f . 1)Wind:ASCE 7-05;120mph;TC�L=fi.Opsf;BCDL=6.Opsf;h=zSR;CaL II;Exp 91 enclosetl;MW FRS Qow-rise)9a6ie end zone and ` ` l,k�"' j�//� ,�!/ ' GC 6cterior(2)zone;cantilever left and right ezposed;GC for members and ffirces 8 MW FRS for reactions shown;Lumber \ `� N /' DOL=1.60 Plate 9riP DOL=1.60 ; C; :' _.i i:?�:', � , � 2)TCLL:ASCE 7-05;Pg=3�.0 psf(ground snow);Ps=23.1 psf(roo°snow);Category 11;6cP B;Partially 6cp.;Ct=1.1 _ -J ,,� ' 3) Roof design snow load has been reduwd to account for slope. _ _ ��;�..� - _ 4)Unbalanced snow loads have been considered for Ihis desi9n. - "' „^ '9� �: , _ 5)This Wss has been desi9ned For basic load combinations,which include cases wiih reduclions for multip'.e concurrent live loads. ;; '� „ 1 `� -! - 6)Ttiis W ss has been desgned for a 10.0 psf botlom chord iive load nonconcurtent w��h any other live loads. _ fV _ 7)'This W ss has been desi9ned for a live load of ffiOpsf on lhe botlom choN in ail areas where a rectangle 3�6-0 tall by 2-0-0 vnde t ` � jt ` will ft between the botlom chord and any other members.wi[�BCDL=70.Opsf. ,,,,�'�;. ,: late ca able of;wi�hslandin 392 Ib u lift al'oinl 1 and 39216 uplifl y i � 'P i`� 9 P � 8)Pmvide mechanical connection(by olhers)of truss lo bearing p P , at joint 9. ' ' � -�� 9)This wss is designed in accordance wiN the 20091ntemational Residential Code sectlons R502.71.1 and R802.102 and ��',// , ,�,, �� ;` referenced standard ANSIlTPI 7. .. 10)"Semi-rigid pitchhreaks vith fixed heels"Member end fxiry model was used in Na analysis and design of lhis Wss. �i)Designs checked for ASCE 7-05 wind al 120 mph,vrind reactions x 0.56 wiil adjust wind load reaction to a speed of 90 mph(0.69 for 100 mph and 0.84 for 110 mph).All olher coeffidents remain Ne same as shown. � 12)SPF No.2 and SYP No.3 can bo substituted for SPF SNd Grade material(Roof trusses only). �o��ASEcs, FEB 0 2 2012 . Continued on page 2 ' ENGINEEflING BY I � WMHI�-�0$9 d°`�9n Pa�amet<rt and REAfl M'1TES ONTffi5 AN➢ACLUDED M(TEII REFE11EhLE PAGE 1'.II-]ii 3 BEtURE U5�6. ������ . . _., ameters sM1Own.and'¢for an mCnitl�al b�➢�m9�^'C�nent. I Desgn valid fa vse only wiM I.V1ek conrec�ds,ll+u des9^a b°s�°"H�PO^� }o invre s1obTM tlurinB co�ction is Ihe respo�ssibilli�y o11M1e A MTek Ntllliale AppllcobTiry o(dezi8^Po�°.meters antl pmPer inmrpwafion of mmponenl b resporeb�TM oi bnidvig tlesB^er rat hoss tlevgns.Bmn^ Vw��'^ . ...���Pmi a�ooM of indimtlool web memDars only.Atltl'Aioml�empomry bM1U b of the buAding tlesignec For general{�vdorice rega�d^n9^e^ q�p��M�tle RoaE � 4� � O .� � . . � � v ; E a ti ovo m � o� a �r � � m . E O y D � N Nm N.n C C'O m O 03 d Q N 0 t� C m �O N a .� .p� L� O D O U N L Q W Q_ `Sn�'' °'y c` E -� _a� £ � m � a ."' � "c c �o a o � �p °�,'� o c . VJ N E QNw 02 7c O SO ` 'n� DU N . � D � N O O� C. 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Z'a � . : � � � Q Q �= m._: I .,i m V Z v��n Qh, p�y E6171866 lob Tiuss Truss Type ' t Eq-98690 GOMN Job Refuence o lional '- 7ROER5- �-- - - - . 7.250 s Au9 25 2011 M�ek Irdus[ries,Inc Wed Oct 12 t3:03:02 2011 Page 2 ID:ZZfic�A�IHDmk�f�W lW�l�'^U-oaP70uW<°vVeMA%OICP365F7t_69PUTGR�T�9ot NVR Homes.% ' NOTES (12-19) 11)"Semi-rigid pilchbreaks vnth Flxed heels"Mem6er end fiziry model was used in lhe analysis and desi9n of ihis[russ. 72)Uesigns checked for ASCE 7-OS wind ai 120 mph,wind reaations x 0.56 wl��adjust wind load reaction lo a speed of 90 mph(0.69 for 100 mph ard 0.84 for 710 mph. other coe(fidenis remain Ihe same as shmaa 13)SPF No.2 and SYP No.3 can be substiluled for SPF Stud Grade material(ftoollrusses on . �pAD GASE(S)Slandard � - - I ENGMEEPING 9YC0 I �^W(JtNlNG-VerUY tlen9n Perumete�s and RF✓D M1T:S ONTMS AND A'CUIDED MITER�`FEHENG'PAGE AR4]O]3 BEFVRS�15&. � n �me��yS�M1OVT.antltl�IXO��o �d ������BSntWwn ���kAHiliate vnIM�IXV5B0lIIYvAMMRBkCOMfL1IX5.Th6C�pn���IIEP161CS���T�YqIWIlCP1B �9 11O(16}�1GlPSPOf14�bII��YOf11�2 . __ _ .... .«.nxnvdiircwcomt� .. 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J �= a a W a� m�, J m � C Q �m , ; , pty N�Y E6t�tB66 TN55 TNSSTYPQ Job � EA-98690 COMN � Job Reference o tional DROERS �.p50 s Aug 252011 M7ek Industries,Inc. Wed Ocl t213:03A2 207'I Page 1 � ���� � � ID:7z6cyWtHDmkINa5WtW7lfjzkvnU-oaPI0uW4o�^/aMAXGIGP365Af_4qpZZTPRDOTryU9ol M/R Ho�nes,X 31-11-0 37-1P4 2�_j_g 2b3-9 S�-] 10-3] 1S'11-e �Z �2� Sl-] 0.11A 52-1 52-1 S�-1 Scale=1:71.9 6x6 O 5 8.00 12 3x4 II 16 1] 6 4 II 4 3x4 i 3z6 i 3x6� 3x4 O � g 3 2 910 c� m 1 �g� �Wlo � t4 12 ' 15 �� 4x6= 4z6= 13 3xA I I yx8= 4x0 4'6— 3x4 II 3z6 II 3xfi 11 31-01-0 21"b9 10.9-i 10.S] 10A-1 10-9 9 Plate Offse[s X Y: 5:0-3-7 0.3-0 17:�-1-8,0-0-8. 12:0-2-0 3P7, 13:0-1-8 0-0-8 p�pTES GRIP C51 �EP� in Qoc) I/defl Ud LOADING(ps� SPAqNG 2-0-Q T�� 047 Vert(LL) -0.1617-13 >999 360 MT20 �97��44 TCLL 23.1 Plateslncrease. 1.15 BC 045 Vert(TL) '0.27 143 >999 240 (Ground5now=30.0) lumberincrease 1.15 WB 047 Hoa(fL) 0.05 9 nla n/a TCDL ��� RepStresslncr 'YES WindLL 0.03 1-M13 >999 Z40. Weight2211b FT=S� BCLL ad � Code IRC2D09lTPI2007 (Matrix) l ) BC�L ��0 ggqGING Ll1MBER TOP CHORD SWCNraI wood sheathing direcHy applied or 4-t-0 oc pudins. TOP CHORD�2 X 4 SYP No2 g0T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SYP No.2 WEBS 1 Row at midpt 5-13,5-17 W EBS 2 X�4 SPF�.SIUd'Except` MiTek recommends that Stabilizers and required cross bracing 5-13 5-iti 2 X 4 SYP No.3 or�SPF No2 be installed during truss erection,in accordance vrith Stabilizer Installation uide. REACTIONS (�ax,Ho21=-058(LC 7� �min.0-1-70),9=1329143-8 (min.0-1-11) Max Upliftl=-397(LC 9),9=-464(LC 10) � Max Gravt=1362(LC 2)„9=1436(CC 2) FORCES (Ib)-MaximumCompression/MauimumTension TOP CHORD 1-2=-2042/712.2-3=1741/618.3-0=-t720/fi50.4-16=1742i843.5-16=1641/874.5�-P=-16381870,6-17=-'17391839. 6-7=17171645 J-8=-1737I613;8-9=2038I705.9-t 0=0/31 12-14=96I1004.72-15=96I1004,11-15=-96/1004.941=-021/t591 BOTCHORD 1-13=:551/1596,13-t4=96l1004. .ryt3=-475/922.Si1=/�67/905.8-17=280l302 WEBS 4-13=-038/371,6-11=-028/372.2-7 3=-2831305, 11=0.64, 12=0.18.t2- .� 3=076and13=0.64 JOINTSTRESSINDEX 12=0.50,12=a�i8� �:9'�P.I�;/�;,� � U /� �=0.39,2=026,3=0.51.4 026.5=0.Sfi6-0.26.7=050,8=026.9=�.45.11=07 . \\�\` � Sf(�.�'J \�/�jj NOTES (12-13) � '�� /�� � 1)W ind:ASCE 7-175;�120mph;TCDL-6.Opsf;BCDL 6.Opsf,h45ft,Cat II;Exp B,eodosed;MWFRS Qow-rise)gable end mne and C Cr. ?�' ... cantilever IeRand right exposed;C-0 for members and forces&MWFRS for reactions�shown;Lumber DOL'1 60�-' 'L; �t'1�tS ��.0 � J- F�terior(2)zone; � , � _' ' plategnpDOL=1.60 - II; B;Partiail Ec Ct°��� _ -. . . ... 2)TCLL:ASCE 7-05;P9=30Apsf(ground snow);Ps=23.7 psF(roof snoW);Cate9ory �P Y P' — ��� L _ - , � h �1��'.i� _: t" ' 3)Roof design snoW load has been'reduced to account for slope. _ _ 4)Unbalanced snoW loacs have been consitlered for lhis design. _ . 5)This truss has been desi9ne0 for greater ofmin roof live ioad of 16.0 psf or 1.00 times Flat roof load of 23.1 psf on overhangs / `.' ', , ` nonconcurrent with other live loads �j .�. '� � 6)This huss has been designed for basic Ioatl combinahons whir.h include cases with reducfions for mulfiple concurrent live loads `r 7)Thls Wss has been desi9ned for a 10 0 psf bottom chord IrveJoad nonconcurtent wilh�any other I'rve loads. �/} —�i '•c 8)'This�WSS has been designed for a Irve load of�20 Opsf on fhe bottom�hord in all areas whe2 a rectangle 3-6-0 tall by 2-0-0witl�° �/''/'rl' _ ' ,' �� will fit between the bol[om chord aiW Any other members,with BCDL=10.OpsF. � 9)Provide mechaniczl mnnection(by others)of iruss to bearin9�late capable of withstanding 391 16 upiifl atjoinl 7 and 4641b up6ft at joint 9.. lQ)This tmss.is designetl in�accordance wiffi�the 200.9 Intematio�al Residential Code sec[ions R502.71.1 and R802.102 and ��� � n �04� ' • - - 4 � referenced standard ANSIlTPI 1. Continued on page 2 - I Cfl�ENGMEEPIN��� � NOTES ON T315.SND(N�7-ODED ffiTEX.QEIP-RENCE PAGS M31��4'l3 HEFORE USE, ,j�y � ��M^'a V h d 9 P�m� d�D om ie sM1 �+n and'¢tw mdrvid�al b��dng componenl. � Desgn valid tw vse N ih Miiek co ecto :ih tl sg b bosed o Iy Po P°f �b Gly f b ldry tl 9� ��m!s d sgn t Brac ng shd++n q MITak AMiliaie qppl abTty of tlts g Pa m ters o d p p r,ir�corpomLon o�compa ent�o�ro i re toblly du 9 mnshucTOn 6 Me espowbllity of iM1e .. ._s.:,. .. M members oNY�Atl�fiowl tempor ry yt... �µe ti r��n tlesioner.For 9enuol 90 tlance re9ard n6_ � .e,n m�,�n.,n.Roatl � � � e� :� .. . _ _ � _ _ . � � � = � � N v= a o „ o � o �� o m �- � O m . 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RA� � 0 c� 9-GV� � Z �Q� C` � �LL � y � � 3 O �Z � � OJ �O z Q a '" w � .'^C " � ^in .w w m V N � + v � op � 3 u� o� o. ° � � F m � � O W�- ,-W� m m `c � � ¢ A v c� m = Q J � 0 - u � � �n w U �t9 z d v o o � °� pm�= Y `as. a ° 3 � Z a o o h� � � �� � a� =v � N O <zM � ^ �� z a wP w OO ,'��..' ow��y rc � U y Q Q �� ti�1�a rn <•j , � c � a mm W" m . '1 4 'n�.-`� Ww . v � za 3w Q �`�`�m 3 II c � -o � � � �w o� � o �°'u,N n� � rn � °' wx z� U O_ wriZ� w � z�- Q� 4- N .=V V.'. ' Y ^ 41J �-.7w sm d Nj �PNp �-�- c0 Z Q W Q� Q U �(��J d'- � a?JONJd01 �e� �z a U wo'�.z�a „ m a t � `or.5 � . . �"- U m O " a�iO � `o a° o c5.- , o� o . � � �n N { N J m O C 9 �`p d C J � � c „ � o . � `ou�� � oo � �a � �; �oo� � a . � � �� o a'oo� 3"- � a� � � E= z �c � o o� ro � a� ��� o o �� a� > a� ° oo am �-o��ra� y � m � N � �. U o �"o O o�'� o °� c� a�`o .°_' a0� o mE soom oN � o oC Sa a 0-��- NO� O E U� ON c O �'aN �'Uw ��V�O �. 6�?�� O a . � �� `p .Q � O . D V`p • �-00 TOO O j C4 .�U-�000 � � � {y � � �� �n G � 0 C i C � � 4 � ' O '-N U� h p o.`o°a_ °`° ` �°° `o a Eo �� � Qs�� oo� °� a3o��`0,' p ��� � >,? X° `o Ea°� '�»: �° �`�'a� Q ��� a� ^�'3 �-a-000 O10 � �� EQa v�� a> �'� � ° � .:LO� V `ax� u° �ooa� a�� oo-000 � a U`oo¢ o \n oa� t��o � � m-`o� � o� a= a�o oa�`u� a� �-° oom3 2 I{- '- U a ��3 ot � a�._ ay a � 0 � oUC�,d� ,^� � o ' M ao Z � o �'°� � H �U� a�-° a�u � g � P C � U �O ���C � C C V ��"' � Q � a� ���6�0� O � � Uv N � m OZ.��m(�.CU � F I � -a°��O v� Q (� `w r: 3 � X Z � a' _ � a '_ � 2,� °'= J � Q �- • � 6 �., a N m� ' _' m ` ¢ om Jo5 Truss Trvss Type ��Y P�Y E6171865 1 � o�oErzs EA-986B9 COMN , Job Re(erence o tio�l 7250 s Aug 25 2011 MiTek Industnes,Inc. Wetl Oct t2 13:03:01 2011 Page NVRHomes,X ID:Zz6cyVJIHDmkQfoSWIW]LfjzkwN-KOrLoWS2bNnl0yqkVuqaFjyyakM6lKhnHmRyll9ou _ . NOTES (12-13) 1�1)?Semi r�gid W chbre ks xi�h�fi ed he sl�Membe�r end fzty modelwas u ed�m he a atlysis and design of�lhi 8 susso 2 and referenced standard AN51/rPl 1. 12)Desi9ns checked for ASCE 7-05 wind at 720 mph,wind reactions x Q56 will adjustwind load reaction to a speed of 90 mph(0.69 for 100 mph and 0.84 for 11D mph).All o[her coefficients remain the same as shown. 13)SPF No2 and SYP No3 can be subsliNted for SPF SNd G2de material(Roof trusses only). LOAD CASE(5) Sfandard � PAG&IdII�'J4�38E1'ORE[iSE. ENGINEERINGBY � WMNRIG-Ve��eri9nPat¢metersundRE9DNOSESONTHISnNDIMCLTiDEDF1ITEYI'.EIb�✓"� �_ ����� Desi�n volitl for ose only meters antl a pe�i�corporofion ot mmooneni's revporm'bi iN o(b ld rg tlesg�er�nci hos de 9 ?rCB�°�9�O� � p MRek Atlilia�e AoolcabTM of tlesgn p� i ,�,(,w,��l tem�orory brodo9 to iwre siablih durin8 corumstion S Pie reWOnsibllity of Me ._ ........ _ . '_ ._�..e,.+n�iNnnrereaof0in9 . . , . ��q{� � ' •Pj�� � D �/ � pl ? �L � � � - E . ' .00 .O. _ .pl . 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Z ��� i- a „� � v � �- 3 C9 �ao.` .c_� � ao� moo» p .. _ ' . ao Z _ ' oUmc.���m � F _ o C �- U 9 '� � -D� O C a ' v O � Q (� 'D 6 O 41 ] �'- � V P OO � �• V CZp_�mU' C(J �ym,- 61 �1� O r— O �_ I I O O y ��/ J V N ^ � w+ N 3 w /� � Z Z'� � Q ac- °cp � �y. u� � � = m� � 2 N 4 V Q W '� Z m N O� � C Q Qm _ � -� . Joh Truss Truss TYPe �ty Py E6t71865 OROLRS EA-98689 COMN � � Job fteference o tional NVR Homes,X 7250 s'AUg 25 2017 MTek Industries,Inc. Wed Ocl t2 13:03:01 2011 Page 1 I�:ZZ6qW W DmkQfoSW tW IllzkvnU-KOrLoYV526NnI0yqkVuqaFjyyakh461KbnH�Ry119ou . . ,� s�i -F tas� I- isn� � 'zi-i-s� -� sba-s ai-�i-o - aa-m.4 � _ .. __, , a��� s�-� sai sz-i sz-i sz i sn o-n 6x6 Q Scale=1]8] fi B.00 12 3x4 �� �� �g 3x4 �� 5 � 3x4 i 3x6 b 3x6 Q 3x4 Q 4 89 3 10 �1 2 J'��o � 4x6=. 14 15 13 16 �Z dx6= . 3x4 II 4%3= �� 4xfi= � 3x6 II 3x4 II 3x6 II 10.4] 21-0-9 31-11-0 ' 10.3] 10.d-1 10.3� Pla[e Offsets X Y: 6:0-3-7 0-3-� 12:0-1�8 0-0-8, 73A-&0 3-0-7 14:0-1-8 0-0-8 LOADING(ps� SPACWG 2-0-0 C51 �EFL in (loc) I/defl L/d PLATES GRIP TCLL z3:� Plales Increase 7.15 TC 0.46 VeA(LL) -0.76 12-74 >999 360 MT20 197/144 (Ground.Snovr-30.0) Lumberincrease 7.15 BC 0.45 VeAQLJ -02772-t4 >999 240 TCDL 10.0 RepStiesslncr YES WB 0.47 Hoa(TL) 0.05 10 n/a Na BCLL 0.0 ' CodeIRC20�9/TPI2007 (Mafix) Wind(LL) O.Od 12 >999 240. Weight2221b FT=5/ BWL 10.0 �LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD SWCtural wood sheathing direcNy apptied or 4-1-6 oc pudins. BOT CHORD 2 X 6 SYP No2 BOT CHORD Rigid ceiling direcfly applied or 70-0-0 oc bracing. WEHS 2X45PFStud'ExcepY WEBS iROwatmidpt 6-04,6-12� 6-t4,6-12'2 X 4 SYP No.3 or SPF No2 MiTek mcommends thal Stabilizers and required cross bracing be insfalled dunng truss erection,in amordance wiM Sfabilizer Installation uide. . REAGTIONS Qb/size) 2=132&0-3-8 (min.0-1-11).10=1328l0-3-9 (min.04-ii) Max Horz2-047(LC 8) Mau Uplifl2=-063(LC 9),10=A63(LC 10) Max Grav2=1435(LC 2),70=1435(LC 2) FORCES (Ih)-Maximum-0ompression/MaximumTension TOP CHOR� L2=0/37,23=-2036l703,3-4=-1736/611,4-5=1715/642,517=-0737/837,6-77=1636/867,6-16=1636/867, 7-18=P37/837,7-8=7715/fi42,8-9=7736/61t,9-00=-2036f/03,10-11=0/37 BOTCHORD 2-14=-54Z11589,74-15=-94/1002,13-15=94/7002,13-16=-94/t002,�12d6=-94/1002,10-t2=-419/1589 . WEBS 5-iL=439l373,7-12=�439/372,3-14=-2801301,6-14=-068l916,G12=-468/916,942=260i302 JOINT STRE55 INDEX 2=0A5,3=026,4=0.50,5=026,6=0.55,7=026,8=0.50,9=02fi,10=0.45,12=0.75,12=0.64,t3=0.50,t3=0.78,13=0.18�y'�3�p9P�,14=0.75and14= 0.64 ``\1\l\ � �'�/(/��/ �. s,;:. s�,v�;.r •'� NOTES (12-13) \ i)Wind:A5CE7-05;120mph;TWL=6.Opsf,BCDL=6.Opsf,h=25$�CaLII;FxpB;endosed;MWFRSQow-nse)gableendzoneand.GC .-.I �p� ,��°r�(�� E�erior(2)zone;can[ilever left and right exposed;GC for mem6ers and forces 8 MW FRS for reactions showq Lumber DOL=7'6D `^'. 7_'� plate grip DOL=1.60 � 2J TCLL:ASCE 7-0S P9=3�.0 psf(9round snow);Ps43.1 psf(roof snow);Category II;Fxp e;Partially Ery.;Ct=1.1 .. �� ; _ 3)Roof design snow load has been reduced to accounl for slope. = - -� " _ �Y - 4)Unbalanced snow loads fiave been considered(orlhis design. - � 'V �'-' -= 5)This truss hasbeen desgned for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 23.1 psf on�overhangs _ . � ,��/ �` non-concurrentvnth otherliveloads. ' ^� 6)This Iruss has been designed for basic ioad combinaUOns,which include cases with 2duc6ons for multiple concurrent five loads.�'�' �� \�� 7)This truss has been desgned tor a10.0 psf bottom chord live lozd nomm�curtent with any other iive loads. .. ,,rys 8)'This truss has been designed for a liveJoad of 20.Opsf on Ne bottom chord in all areas whe2 a rectangle 3-6-0 tall hy 2 -0 wide �� /{�'�,, will f[between thebottom.chord antl any other members,with BCDL=tO.Opsf. -/��" � 9)Provide�mechaniral connection(by oNersj of truss to bearing plate capa6le of.wiNSfanding 463I6 uplift atjoint 2 and 46316 uplift at f joini 10. - - - Continued on page�2 ' - ' ��� O � �0�� � A'ARIiI1J4 Oenfydsynpav+net<rsuMRLADNOf£SONTiLISAN➢INCLLDEDKITEAREFEZtENCSPAGEMi'1S]3PEFtlAEUSE ���ENppGpINpppE���EPINGOYqqqqqq Des gn vafd for vze ly M Miek con cFOrs.iNi tlesgn 6 bosed oNy po parame�ers s�own and is fa on tl' d al tioii�vg ponent ����CO Appi' abflity of tlengn parameters and proper iricoryoration of comporient a rezponstiTH of boTCfn9 tle9gn n t M1v tl sg er Bmnng xhown �� Is tor bfeml mDPOrt of indnitluol web members OnIY��+d�fioml tempo�ory brodrg fo'msure stob lily tlonrg conshvcfon u fhe resporubifiN of�he q MTek Afliliale. eredor.Atltlitionol pe�manent bmung of Ne ovemll simcfure¢ihe responsDiliN ot f�e b ltling tlesignee Fw geneml goitlance regarQing fabnca�iort qoality conir�l:stavge.tlelivery,erecFOn ond bmcing,cow0 AN51/IPiI Qvafity Gilerio,�SB-99 ond BC511 Buldng ComponeM Bi B Soundside RosE _ ' " _: _. . . . i__«__......_a �, i,._...,d�.. vema�e. u�_e,., ur.otoav . _ —,_ � � � - � .. � -.�_ . . _a _ - —..._ � �' - > � Q. m o„ a � o a� o N �r , s� O . 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ORDERS �.93417 _ . 7250 s Au3 25 2011 MiTek Intlustries,Ina mu Nov 03 t0'.t8:462011 Page 2 IDrzjqR9fu cHa20WtlG5_6BdylJ9Pl<Bc7�FlCS4WX1Pk2K5ECOqKRSR?fOBRMG?SqKuyMyet NVR Homes,X 11)�esigns checked for ASCE 7-05 wind a[120�mph,w�nd reactions x 0.56 will adjustwind load reaction to a speed of 90 mph(0.69 for 100 mph and 0.84.tor 170 mph).A�� oiher coeffcients remain Ihe same as shown. 72)SPF No2 and SYP No.3 can be substi[uled for SPF SNd Gtade malerial(Roof Wsses only. LOAD CASE(5)�Standard . . 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Q �O] '-Job � TrusS Truss Type Qty Piy WT��_EA E6196T75 ORUERS EA-334P COMN 1 1 Job Refuence o �ional NVR Homes,X 7250 s Aug 25 201t MTek Intlustries,Ina 1"hu Nov 03 t0:18:462011 Page i I b.zjqRgfu_cHa20W dC5_6BdyU9Pl-c9�Fksq W Xpk2K5ECQqKRSR?(OBkMG?SqKUyMy81 -dG) 36] 6F] � ]-0-14 � . . �_6.] __ . _. _. 3-0-0 ... _. _ ... . 36-0 0-61 _. . 4x6= Scale=121.5 3 izoo iz � 4 m Z 5 3 �e 6 3x4= 3x4 I� �� -0�6] 66-] ]-0.1� ' d5.y FO-0 0-b➢ PI feOff t (XY)' (70-2-60-1-8� f4'0-2-60-1-e� LOADING(ps� SPAGING 2-0-0 CSI DEFL in Qoc) I/defl Ud PLATES GRIP TCLL 30.0 p�ates Increase 1.15 TC 0.11 Ved(LL) -0.00 4 Nr 120 MT20 197/144 (RoofSnow=30.0) Lumberincrease L�5 BC OAS VeA(fL) 0.00 5 n/r 720 TCDL 10.0 RepStresslncr YES WB 003 Horz(fL) 0.00 4 n/a n/a B0.L OA ` CodeIRC2009/TPI2007 (Matnx) �Neight.221b FT=S% BWL 10.0 WMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD SUUCtural wood sheathing directly appfed o�6-0-0 oc puAins. BOT CHORD 2 X 4 SYP No2 BOT CHOR� Rigid ceiling directly appiied or 10-0-0 oc bracing. W EBS 2 X 4�SPF Stud MiTek recommends that Sta6iiizers.ard required cross brecing . be installed during truss erection,in accordance with�5ta6ilizer ' Installation uide. REACTIONS (Ib/size) 2=18614-10-10 (mia 0-1-8),4=18fi/4-1040 (min.�-�-8),6=772l4-10.10 (min:04-8) Max Hoa2=106(LC 6) Max llplift2=80(LC�B),4=-88(lC 9) . FORCES (Ib)-MaximumCompressionfMaximumTension - TOP CHORD 1-2=0/17,2-3=174/68,3�=1t4/64,4-5=0/77 BOT CHORD 2-6=-24l70,4-6=-24q0 WEBS 3-6=-177/3fi ' . JOINTSTRESSINDEX - 2=0.12,3=0.04,4=0.12and6=0.02 NOTES (71-12) - - - lo -'se able end zone and C-C - t)Wind�ASCE 7-05;120mph;TCDL-6.Opsf;BC�L-6.Opsf;h-25ft;Cat.Ii;Exp B;enclosetl;MVJFRS( w n )g Fxtenor(2)zone;cantilever left and nghl exposed C-0 for members and forces&MW FRS for reactions shown;Lumber DOL=L60 �,�,{ ��� ���� plaie grip DOL=1.60 . � 1�7 ��// 2)TCLL ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Fxp B;Padially Exp.;Ct=7.7 ` �� �E''�, ��jj � 3)Unbalanced snow loads have been considered for this design. ` ;� ' ` j �/ 4)This truss has been designed for grealenof min mof live load of 12.0 psf or 7.00 times flat roof Ioad of 30.D psf on overhangs . .�. Z��;- -'^ f non-concurrentvrithotherliveloads. ¢�a-�J �� �`-� � 5)Gable requires continuous 6ottom chord bearing. 6)This truss has been designetl for a 10.0 psf 6ottom chord live load nonconcurrenl with any other live loads. �' �'��� _ 7)'This Wss has been designed for a live load of 20.Opsf on lhe bottom chord in all areas where a rec[angle 3-&0 tall by 2-0-0 widB- ' ' ' � , y,i � will fit between the bottom chord and any o�her members. 'r_ - ' " /!' � .` L r � 8)Pmvide mechani<al connection(by others)of Wss to beanng plate capable of wilhstanding BO lb uplift a�joint 2 and 8816 uplift al':- ' '�`� "� joint4. � � � �' � 9)This Uuss is designed in accordancewith Ne 20091ntemalional Residential Code sections R502.11.7 and R802102 arlH r"ef� nced _ 9 �. .,Qv7� standard AN51/TPI 1. �� t0)See Standartl Indusiry Piggyback Truss Connection Detail foi Connection to base Wss as appliw6ie,or mnsWt qualified building � ':e; ._s�,', �` designer. � � FEB 0 2 2012 Continued on page Z � IpARIrTXG-VertifYd t9 P�amet andRE.9DNOSE50NTi¢SAKJINCLUD2D➢4lTEXIL.FEAENCEPAGERII!]9�39EFYlIL:RSE ENGIN999EE999RING6qqqY����. 999 De gnvoftlfw�useb IyvnfhMiekcon crorsThstlesgnubasetlonlyoPOnpommefersshown antluforon dnitlu�lbvltlirgcamponent �����o Appl cob Gry of design Davmef rs ond proper ncwporcAOn ol component a resporuibTN oi bu Itling desgner-not Ims tle9gner eraang s�ovm � k fot loferol svpport ot n�mdool web members only.AtlQAbriol fempwory bmon9 Vo ruure 51oblM tivrirg cort�hu[fion d ihe iespons b Iliry of�he q MRak AXillare eredor. Atld'monal pertnanent brocing ot iM1ebvem0�shucfure¢f�e rei?oruibifry of ipe bvildm9 tlesignec For general gvitlonce regortling �oMicofion,qwfdy ronfrol,siwoge,tlefrvery,eretfion antl brocin8-bofssop AN9/iPll Quol'ify Crilerio.OSB-B9 antl B611 8v➢dng Component B1B Sountlsitle RoeE SafeN���ormafion avalable from ivss%ote IniMVfe,)81 N.Lee SheeL SuJe 312 Nezandno.VA 22314. 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Ea�°i � °,_ �° ENo� Q a�°i�=�o a�t � 3 c�aoa.� o � � � � a-o v a� � „>�� c a � �t o � U o x� � o 0 0� °�`u_°0 4 0 �3 a U`ooQO .-'d o-° -o s6o � Q m`a� � � �°' a`o ua�uc�. m � � oom� � Z , .^\__ ,__ . h aa� * a� � a `� ��3�� � a��c a�� 'c oo��Uo°� °� � � O I B O Z " �.0 C o�.� O)U Q - c .O Q U V O �.0�_Oa � c �y � 1d O � VO � � m OZ��m� cU E � O a = � O N � � y � Q � � �3 .Q �-�y� W � �� �� d � � J V F Q � �n . 1 Q !1J 'O Z m�n fC CQ Om ,� -� . Job Tuss TrussType �h %Y E6174992 MONO 1 1 1-70�8 MONO OR�ERS E?-9��z9 JobReference o tional . 7250 s Aug 25 2011 MiTek Industries,Inc. Fn Od 14 13:56:02 2011 Page t NVftNomes�,X � ID:?VXSHZVNISmKkU2rOKG?FyUCjD-9EoQMYE9Gm88sXp¢P8c0T4p�PbvKEVCBM52U3pyNr8" 1-11-0 1 11-0 Srale=1:8.9 2 5 00 12 3x4 11 1 � 3 3x4= 3x4 I I t-n-0 t-n-0 DEfL in (loc) Ildefl Ild PLATES GRIP LOADING(ps� SPACING 2-0-0 C51 >999 360 MT2D 197/144 TCLL 30.0 plateslncrease 7.15 TC 0.10 Vert(LL) -0.W � �999 24� (RootSnovr-30.0) Lumberincrease 1.15 BC 005 Ved(R) -0.0� 1-3 TCDL �0�� RepStresslncr YES W6 0.00 Hoa(TLj 0.00 ��a 240 WeighC516 FT=S% BCLL 0�4 � Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.00 1 BCQL �0.o BRACING LUMBER TOP CHOR� SWCtu21 vrood sheathing directly applied or 1-11-0 oc pudins,.except TOP CHORD 2 X 45PF Stud end vediwis. 00T CHORD 2 X 4 SPF Stud g0T CHORD Rigid ceiling directly applied or 10-0-0 oc bacin9. W�BS 2 X 4 SPF S�ud MiTek recommends ihat Statiilizers and requi�ed wss 6racing be insialled dunn9 iruss erectioq in sccordance wiN Stabilizer Installetion uitle. RFACTIONS (Ib/size) 1=87/0-3-8 (min.0-1-8),3=87l03-8 (min.0-1-8) Maz Hoa1=47(LC e) Max Upliftl=-08(LC 8j,3=36(LC 8) FORCES Qb)-Ma<imumCOmpression/MaximumTension 'iOP CHORD t-2=371�2,2-3=70l75 80TCHORD b3=0/0 JOINT STRE55INDEX 1=0.06,2=0.�3and3=0.03 NOTES (8-9) �)W ind:ASCE 7-05;120:�ph;TCDL=6.Opsf;BCDL=6.Opsf;.h=25R,CaL II;�Exp B:enclosed;M`NFRS(low-rise)9able end zone and C-0 t`/' 6Rerior(2)zone;cantilever left and nghl exposed;C-C-for rtiembe5 aM fofces 8 M`NFRS for reactions showq Lumber DOL=1.60 `����\\��15'��r?/��l plate grip DOL=1.60 �+��".. .. 'C �l 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat rooi snow);Cale9ory 11:Exp B;Partially Exp.;CY-1.7 .,\t .\� ,. • f�' /� 3)Unbalanced snow loads have been considered for[his design. :�`��2� ;'+,����������-�'•�P % q)This truss has been designed for a 70.0 psf bottom chord live load noncroncurrenl wiN any oNer live loads. .. a_ <. "�', j, � 5)"This Iruss has been designeH for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3�6-0�all by 2-0-0 wide = 4 ".� �" -; — vrill ft between the botmm chord and any other members. : 1i� 6)Provide mechanical connection(by others)of Wss to beanng plate capable of xdlhstanBin9 781b uplift atjoint 1 and 36�ib uplift al �r``1���' f = .loint3. � '�✓; "., ° C' ' . 7)This2russis designed in accordance wilh Ne 20091ntemational Rasidential Code sections R502.7tJ and R802.102 and referenced�- - - � standard AN51(TPI 1. - `�' g)Designs checked for FSCE 7-05 wind at 120 mph,wind reactions X Q56 will adjustwind load reaction to a speed of 90 mph(O.6Bd6�,%y�„y,. ~"f_. 100 mph and 0.84 for 110 mph).All other coeffcients remain Ne same as shown. /���' .,,�1��,� ```��`� g)SPF No2 and SYP NoB can tie substituted for SPF Stud Grede matenal�(Roof Wsses on�y). �;.,' I i`l�tt LOAD CASE(5) Standard FEB 0 2 2Ilt2 A WAAHING V� fS d 9^.P°� '^�T ^d�'D tNTSSOYTYtS 9N11INCLU➢ED MIT£T RSFEFENCE AGEAffi)0l9 HE£VRE�15E. 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N� �� J � � � � a m � Q O m � �- : Job Truss TvssTY�e �ty PIY E61]1711 HIPS � � OROERS BR 00027 J b R f � �950A 252071MTkId �N I WdOt12 16 39 53 2011P92 NVR Homes,X ID:OnUbbOyc�zHF�uMNZG90iyUXPR-b78z2P4hj513i9nw?87 M�dX3oryp�pahBHNetyuooa LOAD CASE(5) 1)Snow:Lumber Increase=1.75,Plate Increase=1.15 Uniform Loads(pl� Ved:1-7=-Sq 2-7=720(F=40),23=120(F=-00),3-8=120(F=-40j,4-8=-b0,1-9=20,9-10=50(F=30),4-10=20 2)UnbalSnow-Leit Lumber fncreas�1.15,P{ate Increase=l t5 Uniform Loads(pl� � q-8=38,7-9=20,.9-10=37(F=-17).4-10=20 Ved:1-7=8q.2-7=403(F=23),23=103(F=-23),3-8=61(F=23), 3)Unbal.Snow-Right Wmber Increase=1.15,Plate Increase=1.15 Uniform Loads(pin Vett 1-7=-38.2-7=78(F=�O):2-3=120(F=40),3�8=120(F=-0D).4-8=80,1-9=-20,9-10=50(F=30),4'10=20 4)IBC BC Live:Lumber Increase=725,Plale Increase=t 25 Uniform Loads(pl� " VeM1:1-7=20,2-7=44(F=24),2-3=44(F=24j,3-8=-44(F=24).4-8=-20,b9�10.9-10=-58(F=18).4-10=-40 5).MW FRS W ind Left:Lum6er Increase=1.60,Plate Inaease=7.60 Unifoim Loads(pl� Vert:7-7=14,2-7=5(F=8).2.3=41(F=8),3-8=28(F-b),4d40.1-9=-12,9-10=6(F=6).4-10=72 Ho2 Y2=2,3-4=32 6�MW FRS W ind Rig�F.Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIFl Vert:1-7=20,2-728(F=Bj.2-3=4t(F=8),3-8=5(F=b).4'A=-14.1-9=-12,9-10=-6(F=6).4-10=-12 Norz 1-2=-32,3-4=2 7) M`NFRS tst W ind ParalleC Lumber Increase=7.60,Plate Increase=7.60 Uniform Loads(pl� ' VeR:1-7=26,2-7=32(F=6).2.3=18(F=6).3-8=18(F=6).4-8=12.1-9=12.940=8(F=4),4-10=12 . Horc 1-2=-38,3-4=24 g)MWFRS Znd Wind Parallel:Lumber Increase=1.60,Plate Increase=lBO Uniform Loads(pl� Vert:1-7=�2,24=78(F=6),2.3=18(F=6j,3-8=32(F=5).4-3=26.L9=12,9-10=8(F1i).4-1�=-12 Horz 1-2-24.33=38 . 9)MWFRS 3rd Wind ParalleC Wmber�Increase=1.60,Pla[e Increase=1.60 Uniform Loads(pl� Ved:t-7=2fi,2-7=32(F=6),2-3=18(F=6).3-8=18(F=6�,4-8=12.1-9=12.9-10=-8(F=4).440=12 Horz:1-2=38,3-0=24 10)MWFRS 4th Wind ParalleC Wmber Increase=1.60,Plate Increase=1.60 .Uniform Loads(p�� p_3=18(F=6),3-8=32(F=6J,4-8=26,1-9=-�2,9-�0=8(F=4).4-10=-12 Ved:i-7=12.2-7=78(F-6). Hoa:1-2=24.3-4=38 7�)3rd Unbal.Snow-Left:Lumber Increase=l.t5,Plale Increase=1.15 UnNorm Loads(p1� Verf:1-7=-38,2-7=61(F=23),23=703(F=23),3-8=-fii(F=23),4-8=38�,L9=20,9-10=-37(F=-17),4-10=-20 �p)4th Unbal.Snow-Left'Wmber Increase=1.75,Plate Increase=1.15 Uniform Loads(pl� � Vert:1-7=-95,2-7=117(F="22).&3=-fi0{F=22),3-8=60(F=-22),4-b='3g.�-9''Z0.9-10=36(F-16).4-10=20' 13)SN Unbal.5now-Right Lumber Increase=1.15,Plale Increase=1.15 Uni(orm Loads(pl� Vert:L7=-38,2-7=61(F-23),2-3=-003(F=23),3-8=61(P-23),4�=38,1-9=20,9-70=37(F=17),410=20 14)6ih Unbal.Snow-Rigfit Lumber Increase=1.75,Plate Increase=1.15 Unifortn Loads(pl� VeA:1-7=-38.2-7=-60(F-22).2-3=60(F=22).3-8=117(F=22),4-9'-95.1-9=-20,9-10=-36(F=-i6).4-70=-20 15)7th UnbaLSnow-ParaileC Wmber Increase=1.15,Plate Increase=1.75 � Uniform Loads(pl� VeR 14=38,2-7=-61(F=-23).2-3=176(F=-23),3-8=-61(F=23).4-8=38.1-9=20.9-70=37(F=-17).4-1�=2� ' 16)811i Unbal.Snow-Parallel:Lumber Increase=1.15,P1ate Increase=1.55 . 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We0 VctlG iti"sy'o�Zu�i Yage i IDP�UbbOyc7zHFDUMNZ�G90iyt1XPR-b78z2F4hj513i9nw781 MDdX3oiyp7pahBHNeEyU6da 2-3�8 61J B<t2 2-3-8 3-4-11 _ 2-3-8 ,_ Sple=�1:19.8 4x6= 4x12= 2 3 1200 12 8 7 4 1 � �o 9 6 3x4= 5 10 3x4 O 3xa II 3x4// 3x8 II 3xe II �646� 2-$A � 5-1'I-B 8-0-6 �41Z OA-6 2016 38-0 2-0�14 0-0L PI t OH t (XY)' f�'�-3-120-0-0� �7'03-BEdqe) �2:0-0-80-2-0� f3:040-BO-2-0] [4-0-0-00-0-0� �4'0.3-BEdqel LOADING (ps� SPACING &0-0 CSI �EEL in Qoc) 1/defl Lld PLATES GRIP TCLL 30.0 p�ates Increase 7.15 l"C 079 Ved(LL) -0.01 5-6 >999 360 MT20 197/144 (Roof Snow=30.0) Lumber Increase 7.15 BC 0.51 VeA(TL) -0.03 5-6 >999 240 TCDL tO.D Rep5lresslncr NO WB 0.07 Horz(TL) 0.01 4 Na n/a BCLL ��4 � Code IRC2009lTPI2007 (Matrix) Wind(LL) 0.01 5-6 .>999 240 Weight:311b FT=S% BCDL tOD WMBER BRACING TOP CHORD 2 X 4 SPF SNd'ExcepC TOP CHORD SWctu21 wood sheathing directly applied or 5-5-12 oc pudins. 2-3:2 X 4 SPF No2 80T GHOR� Rigid ceiling directly applied or 10-0-0oc bracing. 90T CHORD 2 X 4SPF Stud WEBS 2X45PFSWd W EDGE Left:2 X 4 SPF Stud,Right 2 X 4 SPF Stud REACTIONS (Ib/size) 1=597/03-8 (min.0-7-e),4=597/0-3-8 (min.0-1-8) Max Horz 1=75(LC 5) Max Uplift 1=78(LC 6),4=-78(LC�S) Max Grav 1=689(LC 16),4=689(LC i6) FORCES (Ib)-MaximumCompression/MaximumTenslon TOP CHORQ 1-7=785l95,2-7=E84/98,2-3=467/91,3-&=-683/98,4-8=-784195 BOT CHORD 1-9=-97/456,6-9=-97/456,5-6�3/46Q 540=-fi5/456,440=fi5/456 WEBS 2-6=0/183,3-5=0/782,3-6=36/37 . NoTES (10-11) t�W ind:ASCE 7-05;120mph;TCOL=6.Opsf;BCOl.=6.9psf}h=25ft;CaL 41;Exp 8;enclosed;MW Fft5 Qow-rise);rantifeverlett and 2)TCW ASCE 7 OS Pf=0 0 psf(flaProof sno DOCategory II;Fxp B;Partially Ezp.;CI=1.1,W=50-0-0 ,``���\��,`� STp€>'�J��.j 3)Unbalanced snow loads have been considered for�his design. j _ �_^ / 4)Pmvide adequate drainage lo prevent water ponding. ��� '�`� ^= �^• ��.���%i 5)This huss has been designed for a 10.0 psf bottom chord live Ioad nonconcurrent with any other live loads. ` ��' -�'�3���=?�:'. � -; ��, 6)'This Wss has been designed for a live load of 20.Opst on the bottom chord inall areas where a rectangle 3-&-0 tall by 2-0-0 wid`E c- .f_ - � _ � will�fil between Ihe bottom chord and any other members. � �'` � 7)Provide mechanical mnnection(by others)of[russ�0 6earing plate capable of wilhslanding 78Ib uplift atjoint 1�and 781b uplift 9Z �^ : � ; p� ; ' _ joint4. = 'U . " f. _ 8)This lruss is desi9ned in accordance with the 20�9 Intemalional Residentia6Code sections RW211.1 and R802:102 and = ,.. . , ; referencedstandardANSI(fPl7. � ''� - ��•� �" 9)In the LOA�CASE(S)section,loads applied to Ne face of Uie Wssare noted as front(F)or back(B). i .,� 10)Designs checked forA5CE7-OS vrind a[t20 mph,wind�reactions x 0.56 will adjust wind load reaction to a speed of 90 mph(0.69 rj� � �� tor iD0 mph and 0.84 for 110 mph).All other o�efficients 2main the same as shown. i `�-'� ' � 11�SPF No2 and SYP No.3 can be suhslituted for SPF Stud Grade material Roof frusses on . ����`�'�- ( N) ''/r:_.�:�� t. '�. LOAD CASE(S) �EB 0 2 2Qi2 ' Continued on page 2 - - ' � WAAMNG�Perifydesi9^Pu.amHCrsnMFEAONOTESONTfIISAVDIXCLUDEDIlRT'eXR�FCFGNC6P9GEM➢JST3BEiCJZEOSd �ENGMEEBINGBYYpY///JJJppp Desi9n vvfd for use only�+ith Miek conneciwx.Th¢tlezign e bosed onh upon parameters shov+n.antl e fa an��nCrvitival�vildirg componeni. �:��� Ap�cabif�y o(design parometers antl proper incoryomfion o(componenf k reiportsibTly ot b ltling derigner nollrvn tlesgnec Bracing iFawn � 6 tw lofemi support of intlidduol web members only.Adddioml femporory biocing io insore zbbiliN tluMg consir�cflon is tY�e rezppruibilfity of Me p MRek Arcillaee ecfor. Atltlmonal pertnonent Dmdng of iM1e ovem�slrvcMe S fhe rez0onsibilM of iM1e b ldrng tlezigrrer.For general guidonce�egmSng tabticWion.qoolirytonhol,sto�oge.tlefrvery,-e2cfionontltim[ing:consult ANSI/iPI14uaIlryGrifedo,DSB-89o�tlBC511BWtlingCOmponent Bi85ountlsitleROaE SWeN Iniormaflon Ov01051e irom iN4 Plate Insiifute.J81 N.Lee Sfieet.Suif¢312 Al�andno,VA 213i4. 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J� � y J � F� Q � N OJ._ p � Q p}.1 "�Z m N J m C Q �m , , - ,� -. = � Job , Truss l mss Type n� r�Y E6t70231 SP[C � � ORDERS Bft-0�021 JobRe(erence olio�al Z25D s Aug 25 201'I MTek IndusViw,Inc. Tue Oct 11�3:32:39 20t7 Page 1 NVR Homes,X ' � 1�71AwOBnKH?keFOA adZBeyyUX5E1VfkVLPteUv(LRnBTMfuBwkNxTe?KdioGC�sFyUl1T6 2-3 B y�0 S�le=1:4.� 2 i� 1200 12 1 � 3 3x4// 3ze II o-� z-�e o.s-0 i-ioa PlateOffseFS� Yi 1:0-0-00-0-4 t:0-3-00-5-10 LOADMG(psf) gppGING 2-0-0 C51 DEFL in (loc) �ldefl L/d PLATES GRIP TCLL 3�.0 plates increase t.15 TC 0.15 Vert(LL) -0.00 1-3 >�9 360 MT20 1971144 (RoofS�o�r-30.0) Lumberincrease 5.M15 BC 0.96 Vert(fL) -0.�0 1-3 >999 240 TC�L ���0 Horz L -000 2 n/a Na ReOStressincr YES WB. 0.00 R � P40 Weight:7lb FT=S% BCLL ��o � CodeIRC2009(TPI2007 (Matnx) Wind(LL) 0.00 7 � BCDL 10.0 BRAGING LUMHER TOP CHORD Structural wood sheathing directty applied or 23-8 oc pudins. TOP CHORD�2 X 4 SPF Stud gOT CHORD Rigid ceilin9 directly applied or t0-0-0 oc brecing. BOT CHORD 2 X 4 SPF Stud MiTek re�'ummends that Stabilizers'antl required cross bracing WEDGE be instalied during Wss erection,in accordance wiN Stabllizer Left:2X65YPNo2 � .�nstallalion uide. REACTIONS (Ib/size) 3=20/Mechanical,1=98f03� (min.0-LB),2=797Mechaniral Max Hoa1=719(LG 8) Max Up1iff2=-108(LC 8) Max Grav3=39(LC 4).1=98(LC 1),2=79(LC 1) FORCES (Ib)-MaximumCOmpression/MaximumTension � TOP GHORD 7-2=1 05147 . BOT GHORO 73=0/0 - � JOINTSTRESSdNDEX �=0.15andt=0.03 NOTES (9-10J 1)W ind:ASGE 7-05;120mph;TCDL=6.Opsf;BCDL=6Apsf;.h=25$Cat II;Eep B:endosed;NNJFRS(low-nse)9a61e entl zone an - Exte�or(2)zone;caniilever left and n9ht ezposed;GC for members an0 forces 8 MW FRS for reactions shovm;Lumber DOL=1.60 `\,'\`�\ll�s�������i///� plale 9np DOL 1.60 � B;Partiall Es C1=1.1 ���� � -, .. Z / 2)TCLLL ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II; p Y P�: \� .•. • (�i /i 3)Unbalanced snow loads have been consideretl for[his desiga �. � \$��, ` Y� � 4)This truss has been.designetl�for a 10.0 psf.bottom chord live load noncon�urreN with any other live loads. Q" :�L-� �f'��:•, '��� 5)'This�Wss has been d=signed for a live load of 20.Opsf on�e bottom chord in all areas where a rectangle 38-0 ta��by 2-0-0 wide � ,� ;„� 6 - wi1V fif beiween the hottom chwd and any oUier memhers. _ o .,�,������ �: 6)Refer to girtler(s)for iruss lo truss conneclions. - � ' i'��.6��" ` �,'.'. � 7)Pro�ide mechanical connection(bY offiers)of Wss to bearing pla�e capable of wilhstanding 108�b upliR a�joinl2. r, ; �-;iTF.Cr ; ;-;1 - 8)This Wss is designed in accordance with tlie 20091ntemationai Residential Code sections R502.11.1 and.R802.10.2 and reference� �. . �/ ,`}C:V.F� `_ standard AN51lTPI 1. �� 9)Designs checked for ASCE 7-05 wind a6120 mph,wind reac�io�is x 0.56 wll adjust vrind load reaction to a speed of 90 mph(0.69 for ���//�<`` �Q�+y,�°,�� 100 mph and 0.84 for 770 mph).AII other weffcients remain Ne same as shown. ry� �� �,'_ e �t` t0)SPF No2�and SYP No.3 can be substituted for SPF Stud G2de material(Roof Wsses only). �� ' �pp,p CASE(5) Sfandard , _ _. . _ FEB .. 012 - � ENGMEEPING BT A WAANfNG-V fy d 9 P¢�° t d ftF✓D NOTES ON TFIIS 1V➢fM1CL�DE➢AIITEB REFF4ENCE PSGE MS(i¢�i 3 Se'dY1XE CSE. ������ pesig valltl for ose nN�Mrtek co dors IDu d g bnsed onry pon P romefers rtwwn a tl s for n md'� al bvOd n9 mmponeni. � qppl cobifM oi tl sg o�omeiers o tl proper nmrpavti n oi mmpo M resp ib1M ot buld ng tlesgrzr notfiv tleagner o�b�l� of�M1e � N Mrtek Fnillete ¢fw�(v{eAdd�onal ceimanen�lxa b 9 of IM1e wcsl ait 4�cUr kre repo»�Mlrtyn9t the zbu�1C^9 dMs'9^e�Fa 9e�w..ml9�drncesre9a��g wa .. . __ __ o i n�n�h Gite�w:�56-89 ontl BRI1 BvOdmg Cumponen� 818 Sountlstle RoaE I � t .. � ___' � � *a • � � ' � ' _" / � � _ j � m.L /J a `o „ o d E � � o m C \.a.�\! 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