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TRUSS LAYOUT - 22-00260 - 7N Apartments - Bldg 1-4Plex
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(D co m a) r O C LO M A A c Ln Ln LI) O N N C 00 0 M O O O O J -i U U o W 1 N O 0 > > = LQ ,I: CV O O O a U) C) ca UI-m2 ,It O 9LoLoU)N CV >- m J J c O O_ (n I "C e N C (D QJ U a) .5 U) a) ea E 0_ -o a � a) o coFJC�U .�O OOo a L6 � CDf-- co O LO M II 0 CO''C^ J O ❑ J ❑ o U 0 0 0 0 JI- C�F-mm C O O > v 0 CL E C w o o o ° .o Op EO O N N .a N N 00 a) m 2 .0 Co N 0 .> O C N a) co —$ 'O E v- - L _ _O O .L-J C — d C O O In C)2 N .O N� w m 04 L_ a)°C O> o> 3 C O c E-0o O O` C— O O 0 O N CD L N N L L >, C L) C O L9 O 0_ O 4= y C m 0 .,... 3 -'OO°)OG im3 oO� aaO) C N N+.NL) 0).- N — a) 0) C O o°)o�o -o0 o) Q» C NCQ'a)`cl ain�cC " OOB D C o ooJ-0m 0)-0m aocaL w V .O C fA U N O C O O_ -7 •C U) L O C L 2 L O a3 - U O -0(0 h U) C O>` 0 C c) cn .2:3 CD U W .`. O L .-. -O N a) Q -o 'O C CD .0 .--� C N Q N -O y L� O O .� o N C O a) 0 a) v- FL- o o H cc « o co 0a u) FL- �� Q LO (D r- co a)OJ O L O 0 O � U V' ^ m m O- O a) r N E M ca 06 m Lo o r U U � E M 17 d� ❑ ❑ 'p 'O -O M LO II i X N X N 0) a)N a L11 - L(') _^ � ^_ in M cfl ow oW L N Q m U f0 00 r N a r W S r W (D a) X> L a) N LnUUU , v V� O E O rn LL LL 'O o vi N l!j CO M V' U u LL o LL Oo cn o c-0 Lo - r- E M C) co O C)co0= O .- O 3 7 II II II II N N N N O E NO 00 LO M O t` W Z 00 Z (n a _ N 0 •� N > M N LO N C M O N O) LL LL ❑❑❑❑❑ LL LL LL O U m U O •C N O d 2 r• N M I- O p N N x x N N X X x N N N `O 0)N 0 (n L0 ,N=❑ (D m x m ' = 11 it II II a) �?LO LO 'ct ....I- N M C Z w O O C9 O O O_ U) 0 0 W = m U = U U Z = = U U U H W U 2:_ U U Cn a_ rnU W 0 CO 0 O J� O m � O O m H m w Ix 0 LL 0 > W � m> 0 os LO O 20 LL LP �% r A,� 441 P ca OO a) w O_a) a) w cmN'0 `-o m �U o L a) L o a) E ` O °- ^ C -O J O W 7 aa)) a� mU ❑ :1E o MJ a)r N V 0 7LL E C LU 00 0 �L SUN aa)) 0 m"- N O C M y r 0 m � r- X.2 n oUo mN LL CDIp O U ,J L O L >.J W C 0 a�00 'O N O c0U a)�N C: °)LD�O Q3 0 r F- O I a) i �I ° W L C a) Or LL W II fn U EWw� V�cnL) -C ate) QrnUU C�tS`SQ�o o G cn cm �Ww-o-->o 00DJit -a- C C- 0 0 0 O Q C O W � >— moo ❑ H ❑ U o = -0 Z r N M N N C) N 0') N c� le 0 n N C m O E � U W - U Cf U) Lu o m C =° a of C >O C � O m a (U m LL =r ° 0y m ao €wU o Eca)m�'O N O a.- � C,U C O N 0)P c O N m =ai�da p ra > o5.` y N N a A Q n -0v M cu! o v > o m Cw v a � C Q m . W co Cv Q O = Q N a N Q LL ° W > Cy o 0 U c CL =p ci o Z m C', o c m y E 0 W o n � m co K � E t Q Y °�vn m IW- mL O` a m Uv o I] N 0 6� N N Y W a�� mco ) 0- J aN U j ° E > N C - N = N 3 O a p O Z >. L lV ` ` hQ Q N V d N= (n 3 ` ,C MM '° E -- Z c:s-a rn C O f� O .2 ._ a a.'c0 U)o O O L N »3.N- Zo 2c) 0Q Ewa°m W �mrnc C U U lY U Cn N ° > cn a .o�>� n y 0 a y C N C E y.-,N O O E °vv 2 o 21] d C d cc2mmmm a -c c v_ .°> 3 ci E�Z c).10 C C C N 4I c cD o U a -0 m O C �m0]o m m C m � C7 ° E 2 w m c w Q c w m m N 2 d -. ®0 ma!� Mcn co N O M LL O a m LL O L R N O LL m m tL-ti-E Z,L-E-17 e 0 0 N u H LL M 0 N L 2M 0 o 0 0 M N C c O Cl) c6 O O eM C O r-_ A A U IT d' M O N N C U-) O O - O O O O O O LL W o 0 o ❑ > > _ N O Il N O O O O IL x M v�m3� �a 0 9 Lo LO (n U N J 0 J c d O N m 'C A Z5 E ❑_ -0 CL N O 0) O v)0 �o�U a O O O O a� M O L() Cl) 11 O C CO J O ❑ J ❑ oL) 0 (.5U i t- Q.m m 4- C 0 E o N o 00 0 C 46 O C a) p aL 2 Cc) o O O p c0 a) :E-r •(D O T 2 N M r C p O O O O 0) N 6) f6 'C ..O >`'C U c "L. o3Lp- 03�(-_ `moo o�� o o rn g co p a) a O)(6 -p E N C �N O-0 v- c o �= oo c o o 0 0 U z o o c- o .' p o. - m Q co 0 0 0 0 L O U a$ 'O 6) m c L v' L 0 p 0- m pUj -R.. U) Fu U f6 - (n (n > N oo� °�E CL CD U) - W 16 C u)`- N i O E d) Q L f- COL N 16 �o c.) I- U OM U�0 .0 co �n (o ao rn OJ O - O O N U U m m a o o m E otj otj d mO L U U � E O O z z i) O r W w d O ❑ a N m M M c O X X Ol C N a II U _ M c ^ cn 00 N N o� °� t N ❑_ C6 C,'-' N � U JULO 2 a N > o E CDr (D `- LL y U U C) O ;..� J O O U N r 0 O OLl7r Cl) _ �I 7 M O 0000 C) co O r C) r O 0. 3 U 0) C ICI I I I I I N d• N N N V' E (N LL LL LL LL 7 V O) 6_ L O C C,❑❑ �•6OO ❑❑ `r �•U cp N =❑� 11 _ `- O c` 'y X X X c N ID G� 2 Z Of �0 0 00 O O rn 00 W = = Z = _ _ = CoU U VU U U V C) C) mO O 9O w 0 0_0 O OLL m m I- m w m 0 ®s LO o v� d Z 0) U- "� cI� cP�y �O�- b P� � O C U C O O O _ - 0 N— 0 3 03 O> O a N O L II'co-C )`) `nUo v S(L)u, a`)' c c o 6) 'O co N p II X E 0 w0 O 0.^- 7 OU N O) C m CL CU M 0 >, E C 0 0> N C1 M X 0) co❑- c O f6 cn II O r N O �- E O' U N O � J a) L O II C LL E C m 0 a) �❑ co o 0) J�UN o o n'n s o> U 0 r n L _co -2 -0 ❑ N (6 r Q. O O> O L O m c 0 > II O U -0 d O >-i LLJ O U U) ❑_0_Xm 00 �C) U (fl C)� -,-- LO y U 11) M (rO � C)a 3 (1) o 0 `- I- p U >'O r' II O O -0 U W Q C O c 0 J LU II O cU6 O_ C U EWLLJLO 0 M0C) Lo J0) -0 )� ❑ 3 (U)Q O)U`a Q U 0 O f6MU'n 'D X p.o J _ N (6O)- O v) E E -J J II a - '- uO W W U0mcu o>-xa) E3U-0 Z N ri ►� 0 r` N U) C m 0 2 E 0 rn U W - u °f j O R C LL, Q LL (D W ao EAU o En;pco N U° CL a C) C N O)�C m eCp c m n Ev n v m a = o C _m v a m m ` c W Ruci,Z, ID o>vm� a �a o LLI U caoy!!�o z m- N RaN LL, 3 R-a mr�n� LL 0 w 0- 2 t 0 N ° E�'Qv >e m y n m F O R L d M CD C U O O`m rnommm ❑ C R C N 7 :3 02 R = V) J 0 0 0 c-0cv 3 ❑ o.omo>,t z U ` ` N 0 Q m_" d (n2 S FL (D m I- m m> y �U z C v V N R O On CO Nm04 R' p� N N F O m c z L = x N - ❑ ~v. E R O C Ll O d O 3U 0 C C U U 0 N N 0 vID'm>cad m 0 n> mC N U O C-) ` y ®V q CL O p E °'S v E 0 R Q 0 m m n.r-. i; U.T. N °�3ai�'n019 y> j m R > N v c y n y> o n v y o m o� C > = m m N N `o (� mg- 2 l; z vy O N N z m > v o < C N R R ,m 0 •C 3 U N 2� A 0 r� v rn rn cu r` X W O J tL O CL) J_ U Q N Q � (n O >, a. O C C) Q f- O N ul U N H C) N Nt C) 0 N N 0 Cl) 00 m IL 0 C U m U_ 0 L _mo N 0 T LL ao co �L M —co (t O O 0 O N (V 1 I IV U-C-c (n CL o C9 N Q N C — N O - O O O O O O r : ~ U (h J vLL N U w O 0 > > = co co 0 Un O O O O O 0 N a 00 0 0 O LO L(") (n 04 U N LL) m J O J c QO C V CD -0 aD fC E Q Q2 O a) O 0 N u LL LL LI *! O O O O a ui r� o (S O LO M I I O c to w-j 0❑-j0 J fU- � iU- m m y.. «i d E C OO N N 0 p .> O C N vi (II y �C C C �� U C p 0 7 � m C, E 2 2 m o `_ C) O a) M 22O a) m d' L (6 c — �-- (4 m L VO O V N m L N c C O N C m O -2 V •D C a) 3` p N p a) a_ C a) - UC O) (9 -0 �" nj a) Q�iE C m- &�5zp NcocO 0) C c) E O ,U O 12-2 U-0 ` M ca a a)C O -a O CD O L d o 7 m C O N d %co mN-pmII (ptE N -I- a)'O0 O— Nf� mN fayoCO .m oa) U` o ` c: C? w c .LnpLE :9 (D Q� N U O : LO CDrl- o0 rn OJ O O O 2 U U O _' m In CLm N U � (0 CDL J J E z z 2 LL LL ❑ ❑ 'p p CO LO — II LO C X X m m Cl) C N N `pw `pW = .0 C. m � �' Lm L D cn a) Q. LO C)N L.L00 _0 C N OT U C) C) LL O CO (D cCl)am- O (M (I II M O 000 O 000 O c- O O a. 3 U C IVI- I I I I ICI N V N N N 'It 7 E N O N tf '- N X m M C LL LL LL LL 7 p cm �i O ❑ ❑ ❑ ❑ _ C)N = (D .in- O O NN NN (nA Q'_ N X X X _p m (v m 'nF- C N V N 2 2 2 CO) 00 Z of of O O 00 O O 00 w= = M U U Z= VC) = C)V F- w =T- C) C)O 90 U O O W O 00 Jf- m coH m ♦3' LL F-m LO LO a) T a) C U C Q) O N > O O O C CO .-. LO N O CLII '> O O` O j III '0 Ln `p L (� u) () O 'O C co (A cX p^c0�C a(�mcouh,c Ca (n � 2 c- a) a) � �- E L •C U N O O CT,) J N i L p l l 7 LL E C O O L L❑ CO a) O)`�0 SUN a) O C_ v 0 U) ❑ ,� L O (6 U > 'c _ m 4) .m ❑ N a-- W CO o m �. LL 3 ,-- N LL O 0 ' � m � O) (OHO .0 o) .E C II �j N a) N co 7 (n fn � 0 fQ II O () "O Q) O > - 3 O U N C_ � Of m N (9 'O 0 7 ❑ 0 V N :C Q) M O •7 2 N N1 C O .O 7> O `7 11 O N p - 0 0 L C .a). Or C -O 11 r 2 jl a) N N C_ O 0EWW(�a'mOU0UL� row ¢�,C �-0 `❑ago 3 N�cn V a) a) — O "O T ` "O 'o X U Cl) (n 0 L 11 — .q) m O_) — O L N > c (Na W Uc x C)� U 0 in c c N O Z N Cl) N N O N G N A ►E 0 in G C O cx E 0 m U w _ '� M D m C w =>� a ClfC 0 = C m LLI o C L N CO LL oo_ o E � U o E c m c m N O d._ -0 O U m-O U c o._=�m a = am) w m m ra i`oruco m m E m 0 p7 v � > m?'9 w cD o�arn; CL CL LL w -o o �m U c a o a)� c)z m N O a N w W oN�m(n w N m d z t d E Q '0 Y m m� o m F,. m m t o a M �m��a o C mvio= N w o- m 6 m 41 C"D U o m E > Z >? 3�C3 z on v o O > E z � U ` ` N l Q ynrL 2 m�� I- z cw15 m C 0 (' W m� p J N p L N c d 2 ZEE-ao:N E Q0Q yj (p C1 C W O C C O'V N c mU m a m m ®p O F- E 5 -; ` o m m m m m a r w 2> m v' 3 d ca ycm m �a o u Nv m m o m o a > m m m N m '.C�. �m oEo zv_a) nmNC > N C _ Q =n'c_mmY+ m �❑ mn fO �°N CD 0 ti X c W O J (L O �' 41 J_ U Q a) f- IL ?N _ 0 U _T a- r O �1- N O CL a2 f— O u) Y (n v L rn fn f--' C1 N 0 N N O 't M a ui LL O m m U 0 ts LL O U N 7 0 a� CD t-4 L CD M H 0 LO O IL o C7 N LLI ~ N CL -000 m J CY) N C O) 0) m O O O C a M Q) A A O N N C O O O - O O O O O O 1— I" r J -i U U W CD ) O o » _ � o 0 O O 0 L: O O CD `n `n U U N > m J O J s O m ❑ O rn cv E 0 0 o 0 m o U J W U I 0 0 0 0 (nLri r`oti M O LO Cl) 11 3 0 c U) A J O Q 00 w U U U cn cu(Z C 0 P O O N .a U _ ` - Q L — •O m :5 C w- c N m U O 0- m d O U to O 0 o 0 m m a) D O t O o >I.>- a) cs 3M c - — m m N _0 OU O a) CN L > •- U 3 0 3w N n� m.o 4 ` CCD �zc:Co M 'O U a) C C C a) O •� L •C LZ C 2)m -0L U O U O� m'in- E m c 3 co-0 ` °� )) CD o o aU Z a c c 0 -2 o � o � � � � m� -m a)O O O L "- U m cc)� m L O ��m"���m�cfl°mmco m m c E c m L m o 'o Lo u,o-m'0��� U) cn N Q) N o -O O) E a a I C -o yr > 2 C c rn .0 0) W 2— L O m O 0 0 m ` m C !/i m-2 L+CO� m- N �� c 0 Q 0 U O C L V F U O co U-0 I- Q co I� ao ai OJ M co0 O O N U U p d N m m xs a O m U m m o d v E O O Z Z v COO cu LL U- 0 -o rz co r- M 11 ca co o N N _O L O_ Cp a) ` 0 W o W m m >, Lh U U U a E M _ °) WW� CD CD h c U a) J O _ rn- O U m �ILrIL 0 0 0 - m CD r� CD M 00 O Q � I I I I r11 I CI1 U 7 ch O cLL O 000 O O 3 U I N "• N N N E N LL LL LL LL O O _ U 0) 'O '� N O 0 �- CO N O O N N N N N Lm X X X ma) C N V 2' w z Q' w W O O O O O N 00 Z m 0 U V U U U V U U 2 IL F- a I--- Q W 1L F- O O J m m m w LL m > 0 -O C U a N o m o m 0 0_ N l �cL n' II •> 0 00 0) sN'�`omE Uo -o cM m c s (D 0 a) E w a m2)E Om �va0 -E �❑x'E -o 0-0.2 0 0_ _ -- -O O O W O N �- ma) UN a)� Cv-J O >,E C 0 0 > N rr o�, m U U �.S m vJ 0r �U o �W E c `a)0 CL m O> O co CCO �� .� -0 E U M a) a c a Q) a N LO x 0-U r` > a) m 3 O_ C a) II O L O m C Nu>-0 m U-J Lo 0)(0 L 0I. C wl > N U CT o 0) co O U -o -0 d 0 N II W m ` C1 � m 2 m 'O O 0 (�-oN O� �.-� — O CN C CO (� 0` N `0) CD �_ o 0 3 a) 0 O 0 .2 W a c r a) Q W rn I" O a m a C U E W W U� M U� U L 0 c c6 '0 CO o C�c� Quo 3 =3 c) 7 C 0 W -0 -0 cu _0 xa) J J 101 a -0 -' 5 Cn -o LU P §>- mo aci �� IU-0U c�o�-01- o 0 z N M d N N C) N d N A CO 1� C C O E O uj rn U c U O C W c > a Q C O C d CO LL O c L m m h LL' ao EwU 0 E c a m as N c a� U 0 N C).2) C ca W rn caimm� c CO m w O c H N a nam(D'5 a '> o m =o o_ m @ �'cUodU W cSc C7 o�aCa- a Ca N a LL W a 2 E i CO U caoyL-0 z m , ` C iL N � e co E�❑ W 30 ` � m (7 LL N a)azt tr h E Y E, aLi 2 m _F m m L O ` (` QU a co ❑ m W aNa m ❑ C O C n O ❑ O a coa O - (n 0 a'� E v d�- E >; zaw3ma) C — U C z;z -a N 2 N N 0) Q N.0 N N= CL 2 ca,-- ->-'� c U z c�m mo O.m2� nmm d O o N N FW -D 2 a O L c75 z .E�a0N LLilE LC O m O' w tr u rn� U m m a y > a,Id m E� E >a w O D_ N C N U m (D EF�aat5o n a c m C d m > c tm a g - >� 7 p) . ,> IO a C OC y m 2 m o m o c m m Q C > O O0 m m N N Ecrn.S O R _ z 'O m 0 N O > rn�2 Q c ncmm�, _m2� 3"m 2 f0 J m Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss J�s and fully embed teeth. I For 4 x 2 orientation, locate slates 0- 'lie' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION IVA BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System N. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek A, MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.