HomeMy WebLinkAbout042-340-146...........
oll, Ij
7A,
oil
Af
Z.
V
Ir
14
1, 40 t44 A r,);,
>> w I�z
AL
4 t-4
f
A
A 11-1
t.,e i -MA t-4 41 �j i,9
A I
Im,
ie,,
A
t
-94 i L.11
*4
4
10
t
NI
P-1
L
L 7�
r
1,4
C4
L
L Ae
-43 r
L L
A E-5,
L
C'> ;'Ail
S6 k,
cl I
r "A
I !vA,
10\
< T, '(f
T 4 e ,� F�- I 1�1 f 4-
�A A f L L V
rL�ocp- jc,,ieT
701-
Uj
t
N c� T 6 1' izL 0 1 E: 1, "A�� r r.
:9 P e F— 6 t, I L �4 T j L A 'r i e,, �,I �hI5 Sat of Plans and SPeeffic8tions b UST bt
rO rt. F, A 4t. H �_Ip, Lt ri r r. k(Tt On the lob at nil V"N,� J
11 U;l 1T is Lim iwful to - I
r "6he Ony ch".411 1 01, A A�V
;illflle NVIInout �p
Written Pcrm'sson fr0AI 010 Departmont o Public CHECKED
2-10 Worksp County of gtitto
46. S.-
40*
CAT
1_+ UA
or 7
Tj COUNTY StALIS
IAV I'M"' JOIS Now
ULDING DE,
0 V
S onj
N'1141061,301 coda
�,I� VI I
r b* Pro V,pM.- *00*1
OWN*=
i
t�:����.a�r»s..Y„3�rd�i•e a'�w:�a�.q+w�i.%t.�dat
LIJ
Q
os
---
COuj
rtoo
UA L
a.
any web configuration
32 Typical
11-1. G x
1211 AlAx. (off pnnc1 l)o IIL) 12" Ma)c. (off nnnnI hMh► %
P ur,ring for any 2.1110. c 'rr•u yn
Witli 10l)sf bottom chord lonclilig
i
{
s i� :,��jH(�i � Wli .�• � i� iy
]r
m
I=
MAX, L. = 100-3"
1,1-1 D0119* Fir ►
01«,
'#42 Doug. P ik
X1„511
Const. bou" rip
Ot..�i1
501. stt" llcz��-1�'r
01-8"
#I 'He n -VI
81-1011
#2 [lem-v it,
71„511
COMSto Ite�tl�1�'%r
r
r
5'I'1) 1 Ultlt t Nt� 1)I,'I'AY iiA.
. a �Itr�
!' n �-+Y,'
i i
4 �Y i f�y) ) / i��/
C �• �7Ti 1111. • K. lly: :.y�J• ✓� J�•�'w ii"/
Hr j�i
i • •'Y
�.:�Y.�i..w r. �..:.��M ie•« ..ww .1w.1.�>wir.«.,'-''.�.«�., Ir:,rw 4..�...�YiiiPr >«• «iS:7li.���
11to4M „Cf 11 hili ..CIC r i e�� • �, ..+rr.i:
f . if,
ES FOR TRUS�
MUM GRADE SPECI zPANS AS N07ED BELOW IDOUCIAS Fir MAY be suostiluled whate HOTTI-Fif is 50tc4l e OVAERAL NOTES: ww" ovw� 1100-W cc—ow.
LUMBER SHALL E 0" MIN F 1pho q I. �sry rospovditigy d go mpocs- w by w""'s
_ICHO SIZE r a I H;: 7? lip Cijks Zj; eann pt nff �F 1 16901 F I 1 099)
n F .00 [IF SS Pr piirIi%.!�mwk3twsi1 oo� 001,
-&y vmowitt of — . 101IM-00" wwwwwo
ih www b,.:.v a 3' t
it IA bow -V � . d, biiirti d
34U - 7-71 1 P;
PX h 1 2
70P CHORD 13, qt' 35' 3 -3 _a=l
2y AS 34' 1" 3n' ?' ?7 n- 32' 1" 30' Ott Ph 7 mviltiii" to LOW
A4.mm aso—d
36- R.- I 53-lu-I 2q. 5.
�3' 7 1 Pq ;�,4' 6"
BOTTOM CHO 2x a 16, p" 34' 3- 2A' 4-
21
-7;�Eq —MEMBERS L,4 FT ? DARD OR STUD G
A �I�Iuu G�RADE HEM -FIR. 2X3 02 kEPATIR OR AS NOTED ON DESIG?4
SPAN T(k 2ptiff" (I.C.
2Y4 5TANnARS C1 19 GPAnF- NE" -FIR Ff-,w ',.Ell I-1FI09E.S 6.111:12 PITCH 4/3 rflitiFivoRATISh
LL40L Om ROOF = 3?.D PSF
VIL nIg CEILING = 1,0 P
TnTAL I)ESIG"I L.IJAD =irP2*.FpP:!5 III
OFF PA';FL PnT,.'T SPLICIF (TPi- 5 PSF CEILViG
2X6 pa.DrI.5,744 Tn 3(,, a* AYTAL STPESS RNLY
LnAO P*JRATT()k- T�jCQEASE = 1.15
PEAK JOINT DETAIL A' TRIISS Ill'i'ABER FORCES RE,ACT104-Z 1332
2x6 R4.13Y6.0,T46 36' a" 2.0 4.0, a pya R?,.av4,5,T?.5/4 Tt- 315' 11 'AW -11-4
2xb Qc.aX13.5,T4�3 3171# 0' ?,ilo 4.n. 4 1 1 -Pl,q2 a 1 1461 4 1 -524 1-i 2 675
2XII y 4.o,yA.so4a 3s, 3" 2.0 4.0. 4 PANFL Proll-I SOL ICE (,TJP) 2 -1881 9 2 11o6
2%h P4.hX&,ntrT5b TG 31`4' 8'
B,
12 6.nf) 2YO Ra.oX&.5+,T54TIO IV 3"
A7 NO SPLICIF
Z2 kl.6Y3.0,13/1.5 In W Pti
R1.hX3.C,T31 TO 30' 0"
attgY3.nitT31 Tn Pill 0"
ij2
12 PAO
GINE
2963
1_51' MIN SpQ 71
equa Ja
equal
L/15= If Fair;
AIN
P lit.
7070
Jmu
B2 131
BJ2 3 EQUAL PANELS BO CHORD 'FNn'
SPA T(Y6
Off.
r -PTIVF-FTR
PAfIEL POINT SPLICE 0.12) I_ F T2 :E 2-2
R4. I)X4.5 In 36- Rn P3.PX7.5 In 36' A
2Xo 144.RX6.0,T56 Tr) 30' A'
'In 3PI b" 91.2X6.0 It' 31
2Xd Q4.8V6.0,T54 In W 9" R2.4X7.5 JIM
it q, o. &
112,11X6.0 1) 31 R2.41%7.5 TO 23, c 'Im="
NO SPLICE - RZ.4XA.3 TO 24' 5* 02.4X6.4 TO 23' 3' L OF CmAto
?Ya v2.4xfi.A,T2.5/4 It! 4m Rz.qK4.5 In 17,11,
2YO R2.0)(11.9,TI2.5/4 TO 30' 0"
T nWv_1
T49 10 36* FIR
T4 1, In T45 TO 35' So mm_
TP.%/h
lag D AROW14-1: : C()14
T2.5/LL Am* iwmov--
i)FF PANEL POINT SPLICE (P-23 Ic WIC -1
?V4 P2.4V4.Q,TP.5/h TU 3F' A"
Symmetneal 2X4 R2.4X4.5,T2.514 1() 30- 0- WIN
Aboul
Centerhne Ar -PROVED AAA,..bbh,.
TmugWAL CONNECTORS I A.S,'jNirim d P� quOV 20 12 94- If 90- umd sim" sm W& aswVLitisrad DKM VQXCATE SM OF MATE IN INCINEL
FILE NO-, MC,041 &SOOMp-tiq in, jr-.41-wg piorhohast.10"IL2V a= loci. weinkro. 'LUMEP4 Shag bo di�i Or*** 1=80Muncoms- (Dwo"Foirm"
T -36-6- 42* (P41 4/3 SP F1,50W. -Fr) 10 wam W OV 7.0h We PP.W Wo piiI, hois at 2v*.,rsll 0�_ how.". irw til ftitiliMliNd Itolim HVI1,Fv a XWOMM) SM
DATE, 3117/79 by pj" waisd I ISuft "G- mftafft 13 ga. sboCk umml. AN 00 0 20 ga
"LF.: S 1 t) - 7 IS DEs. by: I K M BY., !aPIwjrCI="dtyP-4b1,X_RN" MAIN— cimiiiIiiitnotaid- 11Fm be= I &it=. am IZZ 0 RR- 1-1 _Si_mnoda any
T Atl
now�
J
u .
� u1
n
On
0
Z
n
r
� n
■
M&,xIoV" RAFTER AND J01551
lNs SPACEn_2i.(4�gc
I_TOITING• CWITER "- _ - - T-31; A=1.'6x3
TNG' JQTs.T PF 1.0, C5I=1.'OT -
----------- - <_ 1. L� CFQR CETL _- �.__-_
S*FO*RF*S' -- -- _. - - - - -- - any Pitch (see chart)
� . OLD=.S•lt __ __ ,--
-SLOPE:.>=a=;? ALL S,_OPES CEItIN6 JOIST � � _ _ -- . -T-32
SLOPES -62:12,_ _�`_
"_ "I=t_L W=�LtR*OL -R-1.6%3*
--�--�EF t�a(;EK-tC
a OEFc=L/1AO OEFc=LT180: OEF<=Lr2a0'
OEFccLf2 0 <. i -- -- - -- - [PROPERTIES-. or ' xe
2%4
�x6r S='•5b'r Y=�A T4T _ _-c - - •_ •-•- -
-------------------
--- ---
-` aaFTEs CEIL17N s'ee chart formaXimum spans and
- RAFTER JOIST respect3,�e lumber grades
S(„OPE<a-I2
SLOPE -4:1Z
w _
aO.OPSF 10.0P3F 2x4: stud with T-31, R-1. 6x3
-` - > ?S.OPSF 3b.bPSF aO.o�SF 25•bPSF 3o.bPSF
LIVE Cosa. - T.aPSF 7.f)PSF 7.oPSF S.OPSF {not required if top chord supported
'+ GEADE E.GAO = -_ tn.PDSF 7.DPSF 7.OPSF aT.oPSF 15.0PSF -- -
TOTAL [_Osb ----' 34 OPSF 3f." -9F 47.0PSF - 32..OPSF 3T.0PSF _, _ _ -
" -- - _ - .plates sized for handling only and may be
r
_ - 101 3' replaced with an} egLal fastener
_
SIZE ,iie2AUE E i:� i w' • * T., w_
• Pxa .S5 OF 1.8 ?I4'i 7'. 5* _ T` 1:" _ r 5. _ _ O - 3 1 10
�Ya t'i OF r« 1750 T° 5'• '- 7r is b♦7r10s 7 I la 3 _
Tr
* Tt b* bt aw'
jXa irk OF 1.7' 14Sb' T• �3■ ■ be b° $* 2'__ 5' _bL - b SR-
fit-
PYa tiN t3F r r5 - 11150 is a t, - 2 5 - _ -w 1 : ` ' ■rltar
- 4 c • 1 b "' . 5 , [ 0; 5' S" a : 0 7 , 5 �a rsorf Efl'_ ts_
r*7z¢ a3 (rF 1.5 8Af! 5 T 5 5 a•Ibw' S•Sb• 5+ 5" 4�I4" T• 5* +' `t��f�r ti��radettt44p
rTUt�OF 1.5 $an r3` To 5f Sw • , �: b" ai A■ al 2■ ^bre-
�l: ` aa:
eta: STIR nF 1.5, 6a a°F0' a• 6, 41 a 2w T a T'-4■ 6-' A■' 4• �1■ a
�__ --
Xrs S5
HF' E 5 L6.50' Tr 1r 6' " 6r t 7�1Ow i * b• a 9• Fin i�P �r•R as�`iJ
SIi'ii T° 1a b� bw b• r■ T 8 T i Ie +ta t
''FZC vL K1= 1r5 1 6 5, 4w i _' • b"_ 5` 9" _14!10°- *aps�*t* - -''FisIL
.
P3CC 3 tip I. -a E ISO f�` Aw b` " -__ - 7 __ _0 6
?x COQ= t+E- i 8=`x -5° &` 5t b' a•10" . "r�s11* S• F,w 4rrbw 7� bwss+tr
• a r C �': : 5 •. 3'"' a i l o ■ a' a w b $ 'r4�, %'""'1°ta �•�� . - £'`s,,
## iZ =j, HF I.Z' bSii' S, "+}w ar#0� at a.■ Sr jf' a'1.b■ a• Ca -_6°
Axa STUDtIF 1.2 brio S R _ 4 10 t w . - a . }' • * _ ' 7470 --
�YC STET H r .2' 3
"3' I'9 2i 3 I1' ��!'-
tido Li' ia' lI'w 2b° 20, _
?re. 'SS Dt r « i -�"!sa i1'-8" 10 a ^ iss 1 Q L eta eiytu'r�t
_.i«6 -is-no - t1*1b`
nr r qr 5` I1, 4w 1b� T " 4 _ 5 iC.
Pxb =2 OF r«7 125n 14'"114r T �r gs iir i" T' Z'_ It On is{jj
Xr >r3 LF I.S.T2-5'_ _ �* Cs -:� 7� �R 7r• ` 1t°" - - = z
-TV i 4
?Fxb- STUDDF 3«5 T?S 30' 49 Si 1� r "�. 1`c' }• 1;0' Oa 15' 2°
2x5 5s riF 1.5 ta40 ii. 2 iO 6 g 3 r i * 9' 3' 141, 2e 9w` 30 Sa 10 5 r
2z.b Ai HF 1.5 I2n`I r.a.' S� too 50'
10j 2" �3ri(f' bf5s Ijr b*
?X6 r2 NF-' 1.«4 2001), 4t 9.. 9� b' 6 5"' 9° �,.�..�
2Xfs =3` ttiF T.2" 575 T•
So- 71, 20 b• r=s T.t gw 7, r •4s!n
6. 5c V qW 7. 2' �T: �� g tbJugm AL
2rf STUnm t.Z - 575 .Tt 54 T" 2 _ _.-- -- - aaa
[. _ �. _
I -
if Ki -S M--.,
E,T vatlTsPLE" C1f1T a S*n000 Convan°i
t
-[ �sizarTT tf; [;EF=E.r2ae•tri80 f _ -• _ ..
Y�
c
I ,
r
2.F�ESSIG�
No..C30450
XQ 3 1, -W
-%- CIV11-
0830
0830 1
2445
101-6.0' OVERALL SPAN a I
- IT OF OTHERS 70 ASCERTAIN NAT THE LORDS UTILIZED 09 THIS DESIr-K IEET OR EXCEED THE
11 IS THE R-CSPONSIBILI
PLRIL 9CTURL BEFID LORDS IMPOSED B7 THE STRUCTURE AND THE LIVE LORDS IMPOSED 51 THE LOCAL SUILOINI; CODE 2A
CODE 24 SPA t/5187 HISTORICAL CLIMATIC RFrQRD6- NO RESPONSIBIL171 15 RS5UMFD F1!,R DIRENSI MAL %1CCURACT. VEPIFT ALL
UBC -00 DIMENSIONS, PRIOR TO FRunICRTIam. COXNECIOR PLRIES SHOWN RAE ISUS AL 16. 15! UPI 71t rhr�E AS 4?&CIFIED.
s:ppRjcaiinm SHALL FONPLT WITH THE -nUALI1T rSMISOL APMURL at THE TRUSS PLATE IN31;111TE CIP11 I AND 11-E
1RUSHAL THUSC'n MPIOURL. ALL PANELS HOT spEctricaLLT DES&ATED AHE 10 HE EOUHLLI DIVIDED- & DENOTES
-?ECjsL CUITIr-7.:- UCLT LATERAL GRACING REOUIRED OF INDIVIDUAL TRUSS HEft3LRS 15 MnTEO ON 7"IS 09,41-JhG�
& THIS DESIGN RSSUNES THE 7OF CHORa 10 BE CO#171kUn1!SLY BRACED $I SHEATHING UNLESS OTHEgUISE SIRTEO, 6HEPE
NO RIGID CEILINC. 15 APPLIED DIRECILT Ta THE 50110M CHORD. 11 'SMALL BE 84RCEO 07 IMIERVRLS NOT EXCEEDING
W -O'. PER50PS ENCCTIMO, 7RUSSES ARE CAU71UNEO TO SEEK PROFtS510 RL ROVICE REGRRDIN4 1EMPONFIRr EA!CTILIN
1; R 0 V DES I GN T R.0 S WRL 'BRACING WHICH 15 REWRIS KtOUIREO TO PREVE141 TOPPLING RHO REFER 10 'h8kCJN* WOOD JAUSSESt
COARE97ARt AND RECOMMENORtItHe8- (1PI). WHERE CONFUSION MAYL EXIST CONCERNING PROPER FIELD ERECTION.
CLERRLT MASK INTERIOR BERRINO, LOCATIONS. CANTILEVERS. AND THE CHORDS OF THE TRUSS 70 PREVENT IMPROPER
SYSTEMS IPISTRLLR710M. TRUSSES SHALL NOT BE PLACED IN ANT ENVIRONMENT THAT WILL CAUSE tME ROTS 7,JRE CONTEXT OF THE
Rai- A-93893 tRUSURL 3TSTEn3 CORPORATION A 310NLVE CONPA*r 11300 70 EXCEEEL'In RNO/IR CAUSE CONNECTOR PLATE. CORROSIaN� CAMBER. WHEN NEEESSPRI. 15 BEST DETEgAlmEO ST
- ff-a I. JUOICIOUS APPLICATION 13F EXPERIENCE AND THEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBIL11Y OF TRUSVaL.
15 LONGFELLOM LUMM 442479-1 C3 M C3 ob 0 C31004 -2
Fh-, I I - I - 114 v-
IlEmBER FORCES FROM: LEFT TO RMT -r
LUMIE& SPECtFICATEM'
TOF CHORU 2xg
TOP 010M SOTTOn CnORD NESS REACTEONS *80
r I= 724 8 t= -603 N tz -1200 W 4= 29 REACtIOX0 8 2= 1,
*I 3F -L
r 2=, -2L 8 2--- -903 14 Zz 746 N !;= -224 REACTION a 8 4= 257
r 3= 47 B 3= 0 K 3= -374
aor cmaw 2x4
BEARING AREA PEQ*5 t54 IN)
COMM- QF -L
BEARING 0 2 3.tthFP* 2.02OF
BEARING 0 4 0.63hf/ O-4tOF
REM SrANDMI Olt STUO DF-L�
PLR'r[Na IS FC& P.-SOM SERIES I
TRUSS LOADING MOM U
S PSF CEILING REDUCTION TAKENISIV CRY HALL)
NOTE% LOCATE rNtElt-PANEL SPLICES At' US
AostrcomAL LOAOM
UNttr TC VERr 3L.Of IS-OLL) PSF FR. 0.0 to ta-51
C014Cz TC VERr 186.01 M-OLLI LGS At PANEL Pow t
PAIIE-V MIGM */,- 6, rmaffs FROM
ELTHER END OF, THE MIL MIMED-
UNIF! BC VERT tO-Ot O-OLLIL FSF FR: O.f3 To te-51
LOAD DURATION INCREASE L -2S
NOTEr PROPER. FUNMONING OF' THIS TRuS5- REOVIRES.
POSEME ANCMC!RAGE- Ms. ANCmcRaGE. riu-3r BE
r V I-IL.-
PROVEMB ST OTHERS-
t f
NOTET W3 tMMUOUS LATERAL COLUMN BRACINCr
ArrxiiEa TaWEI WERE [POICATED BY' Emil -
it SECTI()k WITH CONTINUOM
2x41S AT V-o*oc� USING ONE 16d NAIL
AT� EKCg TRUSS, INTERSECTION. SECURE,
UPPEX SECTIM TO STRIPPING WITH TWO
16d NAILS- AT EACH STRIP INTERSECTION.
A -A
Section
Truss as shown installed
in a location
12
where the, cantilever is 4 "-611- to 5 t-01'
instead of V-0".
Attach a 2x4xV-0" #2DF-L 'BC add-on to
ez;ch face of truss with 16d
nails at 12"o. c.
and clusters of 16d, nails at each, end in Am
amounts shown inj
r
2.F�ESSIG�
No..C30450
XQ 3 1, -W
-%- CIV11-
0830
0830 1
2445
101-6.0' OVERALL SPAN a I
- IT OF OTHERS 70 ASCERTAIN NAT THE LORDS UTILIZED 09 THIS DESIr-K IEET OR EXCEED THE
11 IS THE R-CSPONSIBILI
PLRIL 9CTURL BEFID LORDS IMPOSED B7 THE STRUCTURE AND THE LIVE LORDS IMPOSED 51 THE LOCAL SUILOINI; CODE 2A
CODE 24 SPA t/5187 HISTORICAL CLIMATIC RFrQRD6- NO RESPONSIBIL171 15 RS5UMFD F1!,R DIRENSI MAL %1CCURACT. VEPIFT ALL
UBC -00 DIMENSIONS, PRIOR TO FRunICRTIam. COXNECIOR PLRIES SHOWN RAE ISUS AL 16. 15! UPI 71t rhr�E AS 4?&CIFIED.
s:ppRjcaiinm SHALL FONPLT WITH THE -nUALI1T rSMISOL APMURL at THE TRUSS PLATE IN31;111TE CIP11 I AND 11-E
1RUSHAL THUSC'n MPIOURL. ALL PANELS HOT spEctricaLLT DES&ATED AHE 10 HE EOUHLLI DIVIDED- & DENOTES
-?ECjsL CUITIr-7.:- UCLT LATERAL GRACING REOUIRED OF INDIVIDUAL TRUSS HEft3LRS 15 MnTEO ON 7"IS 09,41-JhG�
& THIS DESIGN RSSUNES THE 7OF CHORa 10 BE CO#171kUn1!SLY BRACED $I SHEATHING UNLESS OTHEgUISE SIRTEO, 6HEPE
NO RIGID CEILINC. 15 APPLIED DIRECILT Ta THE 50110M CHORD. 11 'SMALL BE 84RCEO 07 IMIERVRLS NOT EXCEEDING
W -O'. PER50PS ENCCTIMO, 7RUSSES ARE CAU71UNEO TO SEEK PROFtS510 RL ROVICE REGRRDIN4 1EMPONFIRr EA!CTILIN
1; R 0 V DES I GN T R.0 S WRL 'BRACING WHICH 15 REWRIS KtOUIREO TO PREVE141 TOPPLING RHO REFER 10 'h8kCJN* WOOD JAUSSESt
COARE97ARt AND RECOMMENORtItHe8- (1PI). WHERE CONFUSION MAYL EXIST CONCERNING PROPER FIELD ERECTION.
CLERRLT MASK INTERIOR BERRINO, LOCATIONS. CANTILEVERS. AND THE CHORDS OF THE TRUSS 70 PREVENT IMPROPER
SYSTEMS IPISTRLLR710M. TRUSSES SHALL NOT BE PLACED IN ANT ENVIRONMENT THAT WILL CAUSE tME ROTS 7,JRE CONTEXT OF THE
Rai- A-93893 tRUSURL 3TSTEn3 CORPORATION A 310NLVE CONPA*r 11300 70 EXCEEEL'In RNO/IR CAUSE CONNECTOR PLATE. CORROSIaN� CAMBER. WHEN NEEESSPRI. 15 BEST DETEgAlmEO ST
- ff-a I. JUOICIOUS APPLICATION 13F EXPERIENCE AND THEREFORE 15 OUTSIDE THE SCOPE OF RESPONSIBIL11Y OF TRUSVaL.
15 LONGFELLOM LUMM 442479-1 C3 M C3 ob 0 C31004 -2
Fh-, I I - I - 114 v-
s.,
r
a
{
�r7
r
�.
r
8
,.
0
LU
ig
M
r k
�Y
{
�r7
r
r
�� `7 c5
LUMM SPECIFICRUO)a "EMBER, FORCES FROn LEFT' TO RtGtiT%
Top oioRo sorrom cmoiz,.t REB& REACTIONS r
2X8 r 1= -3077 a 1= 2S60 * I= -SS7'9 3= 1084 REACtION 0 1990
TOP CMDRa w2 DF -L T 2= -264S B 2= t736 m 2z 1064 W 4r_ -8S7 REficrtom a 0 4= 1990 2 COrPLETE TRUSSES REOUTREDI
r 3z -2645 S 3= ZS60 CONNECTION REQUIREnENTS
CHOW 2X4 r 4= -3077 BEARING AREA REO'D tSO I T.C. 160 NFULS STAGGERED AT W D.C.
CONSTR. DF -L BEARING C t .4-91HF/ 3.tS%IF B.C. MD NAILS STAGGERED AT 1:r D.C.
BEARING a 4 t-91HF/ 3-18OF NEES t6D NAILS AT 12' O.C. THROUGHOUT
-WEBS 2T4 STANDARD Oft STUB Df -Lc TRUSS LOADING MON 11
PLArwlpr ts FOlt :R-SOGO SERIES / OF LL*DL ON TOP CHORD = 31.0 PSF
DL 014 CEILtNG1 = tt-2 PSF
TOTAL DESIGN LOAD = 42.2 PSF
7. . ADDITIONAL LOADING
-.'3TE,.lLOCFtTE t?frER-PANEI_ SPLICES ar us UNIF: TC VERT S4 -2f 54-2'�Ll PSF FR 7.6 TO 17.0'
PANEL LENGTH, -/-, 9 INCHES FROM CONSt TC VERr 374-31 374w3LLI L13S AT MEL. POINT 2
CONC: TC VERT 119.31' tl9_3LLT LBS AT PANEL POINT 3
ErrHER: END OF IMF- PANEL INDICATED. CONCII TC VERr 374,.3( 374-3LLI LBS Ar PANEL POINT 4
LCA3 OURRTEON' INCREASE' = 1-25
121-0-00
12'-0 .0
4860
PZ
t63 1630
CW
OF C
'UTTE C
1.401-7XIAl 3245 4680 (S) 9445
2445 (NS)
ALT., SPL. allILDING D P MEN?
2445
APPRqV D
24'-0.0" OVERALL VAN
ON THIS CESIGN MEET 2A EXCEED IWE
IC 'BE ' Olt
G Coo
CTUAL VERO LOADS 11POSED ET THE SIRU ERIFT NLL
R-5000 u8c 24-00 a -C-1 HISTORICAL CLIMATIC PECO505, NO RESPONSIBILITY 16 , C
T_ "I LE LOPS$ UTILIZED
IS THE RESPONSIBIL171 OF 07HERS To RICER7A - F17 IN
IN 14
DATF C7URE AND THE ITE L0905 IMPOSED IT THE LOCAL BUILDING CODE ON
ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY HLL
S SPECIFIED.
alrENSICKS PRIOR To FADFICAlleff. c0XkEClO PLATES SHORN ARE IRUSRAL 16, 18. OR 20 GOGE A
5 PLATE IMSTIrJ7E tl?II AND THE
I
FABRICATION SMALL C04PLY 'Jlyft THE' -QUALITV C(iWTAOL MAMUPL� OF THE TRUS a ES
C L0 DESIGNATED AR BE EQUALLY DIVIDED. S 9 a DENOTES
7RUSMAL INUSC011 "P.101L, A -L IP.ELS -01 SllCIFI 11 E 10 R I
MEMBERS, 15 W07ED ati THIS DRAWING.
SPECIAL CUTTING. ONLY LAJEgAL BRACING REOUJPEO�OF INDIVIDUAL TRUSS RE
THE TOP' CHORD 10 BE CDW7INUOijSLT BRACED 87 SHEATHING NLESS OTHERWISE STATED- WHERE
THIS DESIGN ASSUREI W
a HE lion CHORD "HALL 8 R
P10 RIDIU CEILING IS APPLIED DIRECTLY 7 JRM
70 SEEK PR SIU�"Pgkml; 0, R!TEM 4 0
R"N;- -R TRUS GN EPSOM& ERECTING TRUSSES AIRE CAUTIONES: RACI G 000 7RUSSESs
�ov DESI TRU W, R i6iQr4lCH IS ALWAYS RENIRED , PREVENT 7 PPLING, AND -00KINDING, EFER TO -8 N
fTPl I tMERE CONFVSION MAY EXIST COACERN ING PROPER FIELD ERECTION.
canng"Im Am MEcCMnEHvnTjar;S - I t THE TRUSS 10 PREVENT IMPROPER
CLEARLY MARK 1#7ERIOF SEA41KE, LOCATIONS- CANTILEVERS. AND THE CHORD$ Of I CONTENT Of THE
EMS INSTALLATION- TRUSSES SHsl-L NOT BE PLACED IN ANT ENVIRO,;MENT THAT WILL CAUS
SYST E THE KOISIURE
FlLfw- 706-24-"l- WOOD 10 EXCEED 19Z al:0104, ZAUSE CONNECTOR PLAIC CORROSION- CAMBER. WHEN NECESSARY. 15 BEST DETERMINED BY
A-857992 T*USNAL STSTE"3 CG4PaRRTIG* a $IW.DE CO"l JUOTCIOUS PPPLICql)Ctft �OF !KPERIENCE RMO , THEREFORC IS OUTSIDE THE SCOPE OF RESPONSIBILITY OF IRUSWRL.
L01NOFELLOK LUMSE, 0ZQ�* V_- Ob C3 dOO4
LUMBER specIFICATIONS,
TOP CHORD W w2 OF -L
BOT CHORD 2X6 w2 OF -L
WEBS 2X4 STANDARD OR STUD Of -L
PLATING IS FOR R-5000 SERIES / OF
34 - 04 DUTCH GABLE TRUSS FOR SET BACK
OF 12' 0- FROM EW WALL
NOTEZ LOCATE INTER -PANEL SPLICES AT 1/5
PANEL LENGTH */- 6 INCHES FROM
EITHER ENO OF THE PANEL INDI.CATEO-
SEE: T-34-8-41* FOR
CAP DETAILS.
110BER FORces FROM LEFT To RIGHTI REACTIONS
TOP CHORD BOTTOM CHORD WE -33 3942
T I= -esss B iz 5454 " t= 210 W 6= -834 REACTION 10 8 I=
_St4 W 7= L201 REACTION 0 8 7= 3942 CGHPLETE TRUSSES-REOUIREIDI
2= -GOG� 5 S454 W 2=
T 3= -5041 8 3= 5484 N i= i"i m S9 -514 FcuNmEmom IREGUmErEMTS
r 4= -5041 B 4 = 54E4 N A= -834 W 9= 210 T.C. 160 NAILS STAGGERED FIT 12' B -C-
I BEARING APEA PEO'D ISO IN) 0.
r S= -6059 0 S= 5454 W S= 175 BEARING 0 1. 9.73tiF/ 6-31DF B C 16D -WAILS STAGGERED AT 12- C
T 6= -655S 8 6= 5454 BEARING 0 .7 9.73KF/ 6-310F PiBi 160 NAILS AT 12' O.C- THROUGHOUr
TRUSS LOADIN& (CON 1)
LL*DL ON TOP CHORD = 31.0 PSF
DL ON CEILING = 17.5 PSF
48.5 PSF T,
TOTAL DESIGN LORD*=
ADDITIONAL LORDING
R
93-0( 93 -OL ) PSI. FR t2.0 TO 22
UN[F'% TC VERT
CONC: TC VERT 0.01 O -OL -1 LBS AT P914EL POINT 2
CONC., TC VERT 1364.Ctl364-OL-) LBS AT PANEL POINT 3
�ONC: TC VERT O-Ol 0 -OL-) LBS AT PA14EL POINT 4
CONC: TC VERT 1364-01064-OLL) LBS AT PANEL POINT 5
LOAD OuRPTION (MCREASE = 1.25
304 -0
t�' W.R 31 -W
567S
.no
PLATE
"Oof.
SPACING
11 15 THE RE-4PqRSIBIL171 OF I
RCIUAL DEAD LOADS InFaSED By
uec
24-00-
O -C
HISUR-rPL CLIMATIC RECIP'll
JIMENSle-"_ PRIOR. 'To FRERICI
FABRICA710N StIALL COMPLY
TFWSWAL 7AUBCor nAfhlal—
RN RDVT R US@
DES I
TRUS
WAL
SPECIAL C1171114C.. ONLY 07L.,
IHIs usirtt. X-slimu 711f: 10' �
?iu AIGID CEILIE.G 15 PPPLIM I
PERSONS EaErTIKI, 'R'
BSRCINr, 15 ALIORISUP19.1
m rj��XIARY AND REEDWISNP-1
CLEARLY nARt. ISIERIOR
SYSTEMS
FILE. t200-34-9-41-
REF'
A-85991
TRUSWRL SYSTEMS CO"CRATtOR
A SIONOGE COMPANY
;4083 10 EfCEEO I9Z A 0 UR Vi
jt3lj]CIOUE A-PLICNTIOR C; 7
14
1 LONSFELLOH LAMBE 4:42431,
[s TO
Sl Cpr-ERHING f-ROFEF
Dr,03 OF THE TRUSS TLI- F
UILL CAUSE 'THE -KOISIUR!
vhEll RECESERRV - IS BE!
Hr- SCOPE OF RESP=151'-]
M M M Mb Cy$e4
LurtBEE( SPECIFICATIONS
TOP CHORD: 2X3
at DE=L
EOT CHORg 2X8 at DF -L
WEBS 2X4 STANDARD OR` STUDDF'
-L
PLRTING IS FOR R-5000 SERIES Z OF
37` 0- tis' TRUSS FOR SET BACK
OF 8' 0' FRCM EHO WALL
NOTE=jLOCATE EItTER-PANEL SPLICES AT tf5
PANEL. LENGTH. o/- 6 INCHES FROM
ELTHER END -OF THE PANEL INDICATED'.
NOTEV
TTWECOLUMN
CARACING
ARCHE11rO 9 WHEREUIC ED Of Cal-
V-0" __0" STUB PLATES IN [ J
(5660] '''2445"
48120 f 163G] 4�gS s� _-
tz
a
2X s; HEEL-
NEDOF BLOCK
REQUIREOf
'116301'
� [56601`
7--0.0 . ,� , •
37'-0.0' OVERALL SPAN
fLR7
-.rlEt�I3
F
mFmBER FORCf3 fr(O L07 TO RIGHT! ►
WEBS REACTIONS.
�'r �.'rl nn
0.{,v CIIIc
TOP CHORD BOTTOK CHORD
T t -5156 B !_ 4240 W 1= 1685 i1 8= -822 REACTION c 8 I= 3104
7= 318;
-
RDY RUS®R DESIGN
T 2= -4290 8 2= B146 w 2-.-23REACTION c90 N 7= 861 8
6784 N 3= BBL R 8= -2390
d
Q
T 3 -6t46 8 3=
T 4- -6146 B 4=: 8784, N 4= -82t W 9= 1665
BEARING AREA REO -0 (SO INH
Iff. LONGFELLOW LUMHE 14ZSa>
T 5 - 4290 B 5= 6246 W S= 143
T 6=:-5256 8 6- 4290 BEARING a 1 7.91HF/ S-06OF'
7-81hFt S.06DF
(+ n
BEARING 0 7
TRUSS LOADING (CON 1.3
I PA.R 31 '8B
LL*.OL ON' TOP CHORD 31.0 PSF
DL. ON CEILING = 22.S PSF
TOTAL DESEGN LOAD = 43-S PSF
ADDITIONAL LORDINGV
UNCF= TC VERT 46.51 46-SLL7 PSF FR 8.0 TO 29.0'
'VERT AT PANEL POINT 2
C11
; , ��
CONCs TC 578.71 578.7LL1 LBS
'78 6'
CONE= TCL
-EASE LBS Ar PANEL Pow
OADTDU578.7t
�.�.-✓
B PLATES IN " "'lz
TE
V-0" __0" STUB PLATES IN [ J
(5660] '''2445"
48120 f 163G] 4�gS s� _-
tz
a
2X s; HEEL-
NEDOF BLOCK
REQUIREOf
'116301'
� [56601`
7--0.0 . ,� , •
37'-0.0' OVERALL SPAN
fLR7
-.rlEt�I3
Cc7iIE
Ijat
SPEiG11ttF
24,,(�Q �c
ORiE.
; Q/S/$7
IT IS THE RESAOH5IflILI
ACTUAL DEAD LORDS INFO
HISTORICAL CLIMATIC
OIMENSIO.`.S PRIOR' TO
FABRICATION .SMALL COM
TRUSWAL TAUSCOM MRNUA
SPECIAL CUTTING, CG: O9L1
THIS DESIGN ASSUMES THAN
MO RIGID CEIIHG IS AP
PERSONS
,. ALWFil
TRUSWALS....N.,CH 15
ILEARLSARARR INTERIOR
ti COMRENTAAT APO ERE
SYSTEINSTRLLTIDN. TRUSSES
rINC
USML�9T?3COFORTN9IOMQOE CDSPI 7D
R1jUCTCIUFLICA7014
-
RDY RUS®R DESIGN
r(s IH:t1s�
A 07��
Iff. LONGFELLOW LUMHE 14ZSa>
i to
;TRUI
G
f1,
— C .
(64L8GG)
. 481.20
(_ (aLlU�J
IL12EO 00 THIS DES'
Lu
m
4 HEEL
GE 'SL=
IUIRED
EXCEED In
TO
_ 1
LL'ttd£.R 'SP£CEFECATIONS MEMBER- FORCES FRCM LEFT TO RIG"rs �,a t G
f! TCP' CHOREI. BOTTOM C ORD' WEBS
REACTIONS
TQP CHORQ Ms2 �__ T t -t947 8 1= 1620 *I 684 N 6'= -328' REACTION o B l 1332
T Zr -t624 S 2 2385 % 2= -98S R 7= 264 REACTION a B 7-- E33Z ! fiiz
T 3- -2385 S 3= 2640 NI 3= 264 N 8= -965 C? • rt -c
BBT CtibRO` 2Xx T 4= -2385 8 4= 2540 N: 4= -328 N 9= fibs kt CCI;
CONSTR. OF -L T S= -t620' & S= 2385 N S= 57 EARRING AREA 3.29H / 2 t'i �+t G3 450 �g
r 6= L947 8 6 I62O BEARING a t 3.29HF/ 2-t3DF V
BEARING a 7 3-29HF✓ 2.13DF
NESS 2X4 STAACARD OR STUD DF- TRUSS LOAD ENG MON E1 31
PLAT.NG IS FGR R-5000 SERIES f OF LL•DL.ON TOP CHORD _ 3L-0 PSF
OL ON CEILING = t0.0 PSF
TOTAL DESIGN LOA3- 41_0 PSF
MOTE= L6CATr ENTER -PANEL. SPLICES AT t✓S = S PSF CEILING- REDUCTION TRKEN[S!8` DRT NAti-) �Y ��r c Vl\-
PANEL LENGTH -!- 6' INCHES FROM LOAD DURATION INCREASE = 1.-2S
jEETMER ENG OF THE PANEL ENDICATEa.. OF c-
p
ALT. 1&`--9.5" STUB PLATES IN TI tT
t PLATES IN ( }
ALI' 61-01, CT.
T. 9--:-0"
STUB PLATE ZN [ I:
t4�iJ t
rrA_;n 4�45(S 486Q
48& L . 2145 246Lt 2"S { 4 S 10 2)
a
tz
a
/ i - ► �' 3
3245: 2115 24tSCS} D8 2145 2465
4860(5) 11163011 (32
BUILDING DE, RTMEM.
ate}• 244�ICUFE do �m
5 ]' 3.60 4J--,.-0.^..�. 1 : '•
-. • V
I ift P R :0:: E D
- -`
37'-0.O' OVERALL. SPAR
MATE C�OE, :.PRcm 01IE' IT IS Tit£ RESP2xSI5ILj7T OF OTHERS TC RatEilAix TNaT SM£ LCAO3 UTILIZED C* SUIS CESI� ++EAT � EztEEO THE
: ACTtiAL CEFC LCRu3 Fnmm or TM! STRUCIVRE AQ TriE LIVE LOADS In,-05fa BY THE tCCA1 BUILOM COCE OA
I? -5000" Lt: 24'.IIO ` d.. _ Q✓Sf87 MSET^aICAL CLI*AI:e AECsi^5. Mff RESPGxST3ILITT IS Assutea Icx D1-£MEIlABR !t£CC xAL3, VERIFY ALL
DIREpSIOYS PRICK 16 FABAT'�1TIT•x". M414ECTCK PLATES 400" AKE Tp�gL'AL is. 1e.. OR 709: 111 Rd. SPECTP;EO.
9A8XjCaTTC" $Hk;,L Ctnp l u;Tm HE 'atALITT CCH'.43LnAMUPL" IIF THE TRUSS PLATE TpSTITU7E fIP11 ArO TRE
TRMIRL TAUSMI 'R"N;R.L. ALL PP4ELS NOT BPE.:IFILAtLY CESiCaPTED At,e TD BE MMLLY DIVIDED- • DEN TES
GM
SPECIAL CUTI Mi. ONLY LT LAT;R;zL 9 ror, XEO3".aEc OF IxDIVICURL TRUSS >sEASERS Ii txnTEO On INIS ORakTx3•
�// �T�4 THIS CESIOx ASKiiRCS THE APPL1£D O2RECIta B7SE
QCIITNEMdG 7Ot� C1 1LY LDI2YSkALTDEx9�lAt£4 ATBtFiSY Es+T°STEEZCE D3pG
F N R� YT R U S DES I V 1� xII RIGID CEILI `v IS 3
TRUS WRL K�_ RIE CRUTIC4E7 TD $11 �xcPES3IttiAi AOYICR REFER
TDIRD'TEM`ORAOO TRUSSES#
y ��`. 6GnEx? UMIC" ISECO9aipDAT UI?EOt -TO PREVEkT 10PP ND AN!
'cORTp63rs.`.'+ pEfEi TO "S�+CItG �OD4 TRU35ESV
PERSONS CO'ln"CR p1SSSES PIT. WHERE CCMF'USTCA T.RT MST' CDRCIRAM PAPER FIELD EREC ISR -
Y
- VG'�`�.`htC.� CLEARLY MARK !l?*ERIOR BEARPNG LOCATIat3- CP#t;LESEp'. AND THE C-OA:S CF TME TRUSS TO PREVENT FRM.CPEt
i ij { 4.i.7f..' IpSTRLT.RTICM, TRUSSES SkAit xc.T '4E PtRCEa ;K ptt= EATiAOMRFfT ikAl Yi1Li. CAUSE 1ME pII1Si £ CCRTExt OF THE
Mtw M-37=4-410 REixQC�y Oc ERWOOD '10 E.CEEQ 19Z ARCICA CRLIBE CCxxEtTCR PLATE COAxOSicu. tRASER. uKEp RMISSR27. 16 $EST CITERrIAEO ST
A-8598 ' TRUSNAL SISTERS COMPfRartax A $Iamom• CIIt'Qf3zR rjO:CICUS A7PLICATIOn Cr EXPERIENCE APO 1"SAEFCAE TS OUTSIDE 77•t Stn" CF RESPDSSIS;LITTJOF_ IRUSMAL.
2D LCH ELLCM'ltME 4425Is 19CSO4tIL'1C105 iT .
LUMBER SPECIFICATEON3
TOP CHORD 2X6
s2 OF
BOT CHORD 2X4
CONSTR. OF -L.
WEBS 2,4 STANOARL 3R STUD OF -L.
PLATING 13 FOR It -5000 SE&EE:SL OF
HOTEdLOCATE IN*ER-PANEL SPLICES AT 1/S
PANEL LENGTH •/ G INCHES FROn
EUMER END OF THE PANEL ENDICATED•
OTE: IX3 CO iiIN110US LATERAL COLUMN BRACING
ATTACHED TO WES WHERE INDICATED BY C'i-
--....��
/'—Al
1.
. �, .- • r� _'rt . fir -«
C.30 30 t
1' tt`st 31 -m to 24
t t2ol
MEMBER FORCES FROM LEFT TO RIGHTS
TOP CHORD BOTTOM CHORD WEBS REPCTIONS
T t= -2Ot2 B I= 1874 M t= 80 N 7= 591 REACTION 0 3 I= 332
T 2 -1622 B 2= 1674 W 2= -390 9 8= -474 REACTION 0 6 8= t332
T 3= -1349 8 3= 1338 W 3= 512 N 9= 260
T 4= -1481 B 4= 1538 W 4= -299 HIO= -455
T 5 -1679 8 S= 1682 W S= 50 Wit= 60 SEARING AREA REO'D'ISO ;Nt
T 6= -1908 8 6= 2084 W 6= -140 BEARING 0 1 3.29HF/ 2-130F
T 7= -2364 8 7= 2084 - BEARING o 8 3.29HF/ 2'-13OF
TRUSS'LOAOENG ICON ti
LL•DL ON TOP CHORD = 31.0 PSF
OL ON CEILINO-= TO.O'PSF ■
• 5 PSFTOTACEILINGREDUCTION ;TAKEN1-0 t5/B' ORT WALL) MOTE: SEE T-34—$-41* �A-SS988)
LOAD DURATION INCREASE '= t.25 FOR CAP DETAIL.
Zx4 CONST. DF -L
4060
A'
2460
i
4WD
3245
ALT. 9'-0" STUE PLATES ZIP ( j
_ y
24s5 t2
1 i
3245 61
0830 2480 0430 (NS) 2460 2445
4860(S) (3245)
- (11�DJNG DEPART
mw
1 -17-n n OVERPLL SPAN --
FLAB; 7—
SPf.LSIsO' DATE It Ill
R-5000 18C 24 -WOO O.0 215/87' - atSTOX
!�SST0SS7
I \t/ E Fos SLa
t IRUIileRL
RN RDVTRUS GESIGGiTRKis=of
USRLuII-R14!
o�acr�
m -"I
F=* T-47-4-41-�esr.
SYSTEMS r.
ALl
,�....
,85990 TRUSWIL rare taxF122attas a;SIG= cwm.+0wa 71
LITT Of 07HiFtS
rasUl es THE s
REcC=NS RD
F ASR 1CAT70N
m
LUMBER SPECIFICATIONS IIEMBER FORCES FROM LEFT TO RIGHTS
wpo.
TOP CHORD BOTTOM CHORD WEBS REACTIONS GR
TOP CKORD 216 T I= -1804 8 I= Isol W I= 60 N 8v -212 REACTION 11, 8 tz 1224 ;V
wZ OF -L, T 2= -1427 B, 2= tSO1 N Z= -384 R 7= 4S7 REACTION a B 7=' 1224
7 14 S=
I 3= -1188 5 3= 1300 W 3= 4b -384
r 4= -1188 8 4= 1300 N 4= -212 W 9-� 60
T 5= -1427 B S= ISOt W 5= so BEARING AREA RED'D (SQ IN!
5 6= tsol BEARING 0 1 3.02HF/ I 9SOF Cc
T 6= -tBO4 BEARI,NG a 77 3-02HF/ 1:960F No- C3045-0
BOT MRD ZXk TRUSS LOADING ICON L) It
CCNSTR� OF -L LL+BL OL TOP CHORD = 3t.0 PSF
OL ON CEILING = 10.0 PSF a
WEBS ZY4 STANDARD OR STUD OF -L TOTAL DESIGN LOAD = 4t-0 PSF a
PLATtNG 15 FOR R-SOOCt SERIES I OF In 5 PSF CE[LfN& REDUCTtON TAKENIS/8' ORT WALL)
LOAD DURATION INCREASE z 1.25
JV
NOTE- LOC9TE INTER -PANEL SPUCES Ar us
PANEL LEKGrii �/-, 6 INCHES FROM 3245
tflkiEK END OF T14E PANEL ENOtCArED- 2x4 CONST.. DF
NOTEz IX' -k tGNTINUOUS LATERAL COLUMN BRACM
RTTAC"EO TO NE8 W"ERE INDICATED BY t-1-
27430 430
**STRIP LOWER SECTION WITH CONTINUOUS 0830
2x41S AT V-13"o.c. USING ONE 16d NAIL 404S
A,r, rAcK TRUSS INTERSECTION- SECURE
UPPER SECTION TO STRIPPING WM TWO
16,d KAILS AT EACH STRIP MERSECTIOV. 2460
244 221445
12
12
3245 0830
2460
0830 (N -S'
i
4860(S)
I-RUILDING DEPARIME1
121-0-01
101-0-01
a 211A ,Q'a --
G�i
I-
AiJeRUV"
341-0-0' OVERRLL SPAN
PLATE
DATE
17 15 "THE RESpOusjEjLjjj nF OTHERS 713 ASCERTAIN THAT THE LORDS U7!ILIIED,ck IN75 -DESIGN ItEETI OR EXCEED INEE
ACTUAL DEAD LCAOS ImPOSEV BY SHE STFUCIURE AND THE LIVE LOADS Ir1OSrD ST THE LOCAL BUILDING CODE OR
R-5000
T UCOSOCE
24.00- 0 c
2/5/07
HMORICAL CLIhAIIC RECORD%. ha is ASSUMED FEN, 0111ENSIONAL RECURAZZ- VERIFY RIL
OR 213 GAGE 05 SPECIF216-
01IIENSICKS PRIOR 10 FABRICATION. ccmkEETOR PLATES SHOUN ARE TRZJ'-O(AL 16, IS- ,
INE, 'CUMITI C11AIROL "RNURL- OF 7mF TRUSS PLATE INSTITUTE LIPS, I AND lllq�
FF, 8PICRTION SMALL C DIrLy mi7m A
7H,;SwnL 1PUSCOn PIANUAI - I PP.11ti. Nni �-PFCICICALIT DESIGNATED ARf 10 BE EDUALL7 MIVIDEb. DEKOTES
oft
RN RDVTRU:3 DES I GN
!tfCIHL CUIIIH5- CULT tR1141di Olukilik, AFOt1jRrf1 Or INDIVIDUAL InUbb REMRS 16 NOTED ON THIS ORRMIN10-
MIS DESIGN IISSUMLt THE III- floillilla BE LDkIINIMUS11 BRALED BY SHEATHING UNLESS VINERM SEE 11PIED. WHERE
No *101 0 rE LING J:; 11PP11111 t,IP-( LT to vir BUIlom EHORO. 11 JIKRLL BE BNACED AT INTERVALS NOT EXCEEDIAD,
To bEEh PROFESSIONRL tjDVICE REGARDING IL PORARTO ENECTIOX
W. PtHSOMb LbrElIM, olix.i4b ARE CkUlIONED
j,-,�-itp,n lu PfaVEN1 TOPPLING AND 'DORINOING'- REFER 70 -GRRC",Krr doo I tug
-TRUSWAL
PEU-.
a wHIC" IF jj-wnv�
"R ',I, ""I). I!4ERE CONFUSION joil EXIST CONCERNING, PROPER FIELD ERECTIE-fi..'
to E TANI AN2 j(rL1J1,IrW4bi.IAc,?..i- .
F<7�7=
rLEARLY HARK INTERIOR 6flifiloir; to' -RIMS. CRNIILEVERS- AND THE CHORDS OF THE TRUSS TO PREVENT INPROPER
SYSTEMS
INFRELATION- IRUSSES S-4nLL NOT BE PLAIfa IN Awl EnvIRONMENT INRI UILL CAUSE THE KOISIURE CONTENT OF 144E
FILE- T-3"-41.
A-85988
11 MPIE rfIRROSIOU. -CAM!ER. NmEN NECESSARY. IS BEST DETERMINED ISTJ
vTQO 'a EXCEED 19Z fiNnfOr tA:f:-- ' rKFJEC 11 .r
tRUSNAL SrSTEMS CORPORATION A SIdNOOE COMPANY
RJIMICICUS RPM1�11TIfIti a OUjSjnE I F OF RESPOUSIBILITY OF'IRLSURI. I
:15 1 LONGFELLUR LUMOt -42443-
L11/
it, is-F"ER Foxces mun Lur To Ric-mr.,
3-91t SPEMICArEONS
TOP CHORD BOTTOM, CHORD NESS REACTIONS
Tap� C11CRO Zx5 t- 2S89 &t= -2t37 M tt. -jagg K S= jt2O REACrION a B t= t138
sZ DF�-L 7 Z= 207 B 2-- 4903 -W 2x- -9420 W 6z -tO-,�Z REACtION 0 5 Z= 1288Z 2 COMPLETE TRUSSES REOUIREDI
T 3= -4903 5 1= $015 M 3= SUM 14 7= 4365 REACT'ION a 8 6= 7125 CONNECTION RECUIREIENT3
T 4= -7t99 B 4= BUS W 4=, -4164 T.C- t60 NAILS STAGGERED AT 12' O-C-
SOr CHORD. M S= -86sz. a S= 7199
wt DF -L SEARENG AREA REO'D tSO, IN) B -C- t6O NAILS STAGGERED AT S' O-C-
gEAFttxo a I O.00HF1 O.00DF WEBS %so NAILS AT tV o.c- rmouokour
R STUD VF -L BEARING a 2 3 t -8 1 HF/20 -6 LOF
wEn zu- STANDARD it
::rWES xZ IS 2X6 Sz OF -L BEARING a 6 t7.60HFItt-40OF
WESv3 IS ZX4 CONSTR DF -L GIRDER LORDIND (CON t)
trENG. IS FOR It-SOOD, SERIES t OF LL.0-01- ON TOP CHDRO = 52-0 FLF
Truss not symmetrical;
LL+ -OL 09 BOrT01I 010ROf z IG -0 PLF
I'V 01,- GIRDER TOM, LOAD z 72.0 PLF 4045 InsbIl in accordance wM daign
NOTEr LCr-qTF- Smv-,S 04TER-PrWEL SPLECES Apair(ONAL LOADING
Ar tjS Pqr.'FL- L-FMGrtf 44- 5r MCHES. LFREF-- TC VERT 6Z.Or SZ.OLL) PLF FR 0.0 TO 34.0'
UntF: BC VERT' StO.Ot O-OLL), PLF FR -O� TO 34-01
UNEF% BC VERr tO.Ot O.OLLI PLF F To 34-o'
Emr z
CONCz SC VERr 3165-01 O -CLU LBS
LOAD OURATtOm INCREASE
NOTEt PROPER FUNCT104fr* OF THIS rRuss Rfou
POSITIVE F%CHO?A6E- Ttf[S ANCHORAGE nUST Be
PROVIDED ST OTW-R3- (2) 0830 (2) G830
**STRIP LOWEP SECTION WITH: CONTINUOUS
— 2430
T NAIL '7430
Zx4`S AF USING, ONE 16d MR :5
AT EACH TRUSS INTERSECTION. SECURE k
UPPER SECTION TO STRIPPING WITH. TWO
16d KAILSY, AT EACIT STRIP INTERSECTION. -48S
M -M
1v
c
tz
A flop Cat ce*t,
72 120
5691a -
7
7 327S 779tUjLDjttq&6DEPAP,T -
I'D 7290SPL.
WED,
VE
-U-0-
le, A
34"-0 -0`* OVERALL SPAN
"'Few coo --^c tKa IT 16 111F IIESP245181LIII OF 01"M5 TO 11,SE111111111 INAT 'HE LC -D3 UIILIZM ON 11416 nrrlc% MFFj-C1'tE1CfE- tht
ACTUAL O&RO LUAag IMPOSED 51 THE SIRUCTURE AND THE LDE L-905 JAPGSEG 81 THE LOCAL &UIL03i* CCDE 09
sc 24-00 - 0 -C-1 2 to HISTORICAL ctiriattr AftnRX. a RESPONSIBIL177 1S 455UMEU FOR 0111ENSIGOIRL RCCURACI- YERITT ALL
r HN -11 RAE TRUSWI
To FrIBRICAile'A. -U""ECIOR PLATES & qL 16. 10. CA 20 GADE AM 3PECI?Itfl.
PRIPR -if 711E CONTROL ftOgURL- OF THE TRUSS PLATE INSTIVIE tTPIl P*0 IM,
FA811CRIION sonu rgmrLT ui a - 4
III1=011 MP%;;nL- Q - P NE0. Ida$ SO.CIFICALLI afalroialEa AAE 70 BE EQUALLY DIVIDED.
SPECIF-L sifis-V LAT!- AX fiR-MIZ, REOUIAED OF INDIVIDUAL Thasa MEMBERS IS M07ED ON ThIS CRAWIN*.
Tali CESIr.4 A,--,UflES, THE 11-- 'FW -,91 1a 4E C1.01TINUOUSLT BRACER 81 SHEATHINa UNLESS OTHEINISE STATED- WHEXE
R IN' A.DVTRLJ:50 DES L GN No A-IG10 CE%1kG la. APPLIED 31RECILt In THE 40TICM CHVRO- 11 SHALL BE BRACED AT INTERVALS 907 EXCEE1110ir,
TnusogL I
PERSONS ERECT!Nr� VIUSS��S ARE CRUMINED TO SEEK rxarEssiqNi;,. ArifICE flfrAR0j"f,1 TEMPORART EREC7IC0
TR U S WAL 31AAC19D WHICH YE ALURts RVI -MVI In PPS!f.%$T '.DPPLjXD AND REFER 10 BRACING WOOD TRUSS 5 1
COMMENTARY AND RECI.Im"Enta IC
r:ONS7' tTP.'l- WHEFE 0MMkION MR? JEXIS* ZDKERNII-D PROPER FIELD ERECT. .
SYSTEM 4� CLEARLT MF -f 11fTrRlnR MOR.Sr* LOCi4T.04S. CPUTTLEVERS. AND THE CPCPDa CF 1AE TRUS6 TO PREVENT IMPROPER
%5 INSTALLRT1,119. IrIUSI:;E1. 4-fflt,�. Rill BE F0LED IN ANt ENVIRGUREUT T1,491 UTIL CAUSF 7HE MOISIURE CONTENT OF T"E
Mew U303 70 EXCEED 15Z RNDIV COWC CU:d?1ECTU3 PLATE COP-IMCM- EAMMVR. '-kEff NELqS&PRT- IS BEST DETERAINED 91
A-85984 TRUSWIRL SrSTEMS CORPORATION A STOROZE COMPANY I.TUalClatjs PFFtIriltvan "F ElPrRJ!NC� RAU IHEREFLM IS OUTSIOVIPF SLOPE OF 4WONSIBILITl OF TRUSURL.
LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT:
TOP CHORD BOTTOM CHORD WEBS REACTIONS
TOP CHORD 2X6 T t= 724 B I= -603 W I= -1200 W 4= 29 REACTION a B 2= 1260
wZ OF -L T Z= -21 B 2= -80 W '= 746 W'S= -224 REACTION a 8 4= 257
r 3= -t7 B 3= 0 W 3= -374
SOT CHORD 2XA BEARING AREA RIEO'D 130 IN)
CONSTR- OF -L BEARING 0 21 3-111HF/ 2.02OF
SEARING 0 4- 0.63HF/ O-41OF
WEBS 2X -i STANDARD OR STUD DF -L TRUSS LOADING ICON Ll
PLATING IS FOR P-5000 SER(ES 5 PSF CEILING REDUCTION T-AKENIS/8" ORT WALL)
ADDITIONAL LOADING
'F: TC VERT 3L-Ol 1.6-01-L) PSF FR 0-0 TO 18-5*
NOTEs LOCATE MTER-PANEL SPLICES AT us UNI
PANE!- LENGTH *1- 6 INCHES FROM CONCi TC VERT 186.0( 1.86-OLLI LBS AT PANEL POINT 1 0830
*1
5 END OF THE PANEL INDICATED- F., SC VERT 10.0( O-OLL) PSF FR 0-0 TO tS—"
iELrhEx UN LOAD DURATION INCREASE L-25
NOTE! PROPER FUNCTTOt4tNr� OF rHIS TRUSS REOUIRE%
POS(r0E ANCHORAGE. THIS ANUORAGE MUST BC
PROVIDED BY OTHERS.
NOTE* tx3 ccNr0lUOUS LATERAL COLUMN BRACING 0830ZZ 0830
ATTACHED TO WEb WHERE [i4D[CATED BY 1301-
4 04S
—STRIP LOWER SECTION WITH CONTINUOUS
2x4'S AT 41-0"o.c. USING ONE 16d NAIL
AT EACH TRUSS INTERSECTION. SECURE 2445
UPPER SECTION TO STRIPPING WITH TWO
16d MAILS AT EACH STRIP INTERSECTION.
244��-Z<
4 -70 8
C= W _TJ
Va 31 ss
0830 BUTTE COO)
cl 2475 (NS)
T\
48,75(PILDING DER iSM
61 -0 .0 6'-m6 - 0
A F%
18'-6-0' OVERALL SPAN
fts rE COOE SPACING- ORTE 17 IS THE RESPONSIBILITY OF OTHERS 10 ASCERTAIN THAT 7HE LORDS U71L-12ED ON THIS DESIGN MEET OR EXCEED THE
D.C. I ACTUAL DEAD LOAOS 111POSED BY THE STRUC7URE AND THE "'YE LORDS IMPOSED BY THE LOCAL 5UILDIND CoM.Olt
R-3000 24.00. 2/5/87 HISTORICAL CLIMATIC RECURSS- NO RESPONSISIL17Y IS ASSUMED FOP DIMENSIONAL ACCURACY. VERIFY ALL
DIIENSISMS PRIOR 'D F-R5RJCRTIO!4. EDNNEtIOR P) RIES SH044 RAE TRUSNAL 16. 18. OR 20 GAGE AS SPECIFIED,
FR8RICRT309 SHALL tOMPLY H17H IHE -aURLITY COrl7ROL MANUAL- OF THE TRUSS PLATE INSTIlUlE E7PIl AND THE
lRuSNRL TRUSCOM MPNUAL- RLL PANELS NOT SPECIFIrRLLI DESIGNATED ARE TO HE EQUALLY DIVIDED. a DENOTES
SPECIAL C T I G. OhLY LATERAL BRACING REQUIRED OF INDIVIDUAL TRUSS MEMBERS 15 NOTED ZU THIS ORANIVD..
THI 6 ON RSSU"ES THE 70P CHORD TO EE CONTINUOUSLY IRACEO BY SHEATHING UNLESS OTHFAMISE STATED. UW_itE
NO,FtIGIU CEILING IS APPLIED DIRECTLY TO THE BOTTOM ZHORB� IT SHALL BE BRACED FIT 1"TERVALs 7407 EXCEEDING
10 -O'� PERSONS ERECTIN& 7RUSSES PRE CAUTIONED 10 SEEK PROFESSIONAL ADVICE REGARDING lEMFDRRRY
ERECTION
RN R D V T R U S"" DES I GN T R US W AL BR 5CION1 2NITCH"IS fltlMi IEGUIRED 10 PREVE41 TOPPLING AND DOMINOIRV. REFER '10 �BRACINrr NOOD 7RUSSESs
OmMENIRR " AND RECD.IMF 1,41IONS' (7FI I. HhERE CONFUSION MAY EXIST CONCERNING PeOPER FIELD EFECTIO14.
CLEARLY MARK INILRIOF jERhIN& LOCAIIOJ*S� CRNTILYVEPS. R40 THE C�!DROS OF THE lRbSS 'TO PREVENT InPROp
FILf- ISTSTEMSc
INSTALLATION. IFUSSES SHALL NOT BE PLACED IN ANY ENAIRMWIENT THAT NILL CAUSE THE MOISTURE CONTENT OF TMUE
A-85987 TRUSWAL srSTEMS CORPORATION R SIGHODE CONPANr 4000 TO EXCSra I?X RNO/OR CAUSE CONNECTOR PLATE CORROSIC4. CArSER � WHEN REMSARI . IS BEST OETERRINEU ly
juoirious AP�LICATION OF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF� RESPONSIBILITY OF 7Rtj L -
Is LOIGFELLOW LUMSE 44247> MjfMMbC3da04
REACTIONS
ICTION 0 B t= 1332
ICTEON a 8 7= 1332
MENG AREA REO*D tSQ IN)
ImG 0 � 3 29ti" 2.t3DF
tENG 0 7 3:29tlFl Z-L30F
**STRIP LOWER SECTION WITH CONTINUOUS
2x4'S AT 4'-O"O.C. USING ONE 16d RAIL
AT EACH TRUSS INTERSECTION. SECURE
UPPERSECTION TO STRIPPING W17R TWO
.2 16d NAILS AT EACH STRIP INTERSECTION.
8.
2430
4060
GR 2445"
(23245)
NO, C30450
V
30 3
cl 1, 3245 �73 a 24eo Oal (NLS) 2460 (083,03" -
vi
C. (2475)
OF c I e `3 210 5" 51 0 83'A
1 [247
4860(S)
61-0 -!2-
t __AL_T� 18 LAT.BS- ME
37'-0 -0' OVERkALL -3PRN
To 45C TME
ON THIS DESIGN MEET O10iYCEE*
OATE IT 15 THE RESPONSIBILITY OF OTHERS ERTAIN THAT THE tOAOS UTILIZED
ACPIAL DEAD LORGS IMposto BY THE STRUCIURE AND THE LIYE LONGS IMPOSED BY 711E LOCAL 5IJILMm cum OR
Z/ 1.0187 HISTORICAL CLIMATIC RECORDS- No 15 ASSUME[, Fort DIMENSIONAL RCCUFMCI. VERIFY filL
K_soao� UBC DIMENSIONS pjqjali� IQ CONNECTOR PLATES SHOWN ARE TRUSAPL IS- 16. OR ZO GAGE RB SPECIFIED.
FABRICATION SMALL COMPLI WITH 111C 'DUALITY CON7ROL MANUAL- or THE TRUSS FLqIE INSTITUTE (TrIl AND THE
TRU!�`PL IRUSCOM 11SMURL, ALL PANELS NOT S?ECIFICRLLI UESIPtAno iiRE lo at EQUALLY 01'.IDED. 4 DENOTES,
SPECI,'L CUITING- 014LI LAIE"AL BRJqCIltG REQUIRED OF INCIVICUA'- TRUSS rEMBERS IS ROTED ON THIS ORRkINr,,
THIS Di:SIGH ASSUMES THE TOP CHONG 70 FE CONT.'ItUZUELT BRACED 8- SHERTKIU; UNLESS OThEAVISE 31RIED. Vr-�
UIPECILT IQ IMF BOTTGff E'"000- 17 SHALL BE '-4ACED AT lfl[TERVR ONE
nu RTWO CEILINr, 15 RFPLIEU LS NOT EXCEE131 G
IU '-V. PiRSOMS EhECTING� TRU'SES ARE CAUI 1OVED, 70 SEEK P.90FE4S' TONAL ADV%'E REGRpolt'. lEnnitART ESECIIQX
'TO Iwo -oorttoiNrr. REFER 10 BRACING, gnao IRU6SE31
RN ROVTRUS0 DESIGN T R U ck' VJ A L 5RPCIflG kHICH IS ALNRIS REGUIrEll t7PI I ?RFVFMT IOFFLI;4G -I MIND
comnefiTAN? AND RECUMMEUVATIO46 - AHLRE CONFUSION MAY L*41ST COSCEW , P44OPER FIELD EMECIIOX.
T 70 PREvEN7 IRPROPEll
CLEARLY nngx INTERIUR BEARING LOCAIJOkS. C,iN ILEYERS. RNO lfi� CHOADS 01 THE TRUSS
S YS T E M 5 JINSTALLATION. IRUSSE:, SHALL *�7 GE PLACED 11i ANT E3V%RONNEldT TWIT WILL CA;SE THE MulISTURE COMICIsT (IF ThE
MEw r -3Z -t-4& I- weas TO EXCEED J?Z ANDIVR CIUSE COMMECIGR PLAIE CURROSION, 4KEN flECESSRRT. Is PEST DE7ERhImEO ey
A-86281 TRUSME, SYSTEMS: CogPOFfirf'.101, A SIONOGE COMPR AN* 1HEREFDRE 13 OUTSIUE IHE SCD?E OF RESPUXS
"TUDICIOUS AF?LICRIJQK 15-Llll OF TRUEWRL.
too LONVELLON LIAIDE 4216111
R/LG/Ztll,[8-7
Jrz V
LUMBER 3PECEFICRTEONS
MEMBER' FORCES. FlZall LEFT
TOP'CHORD BOrTO" CHORD� NESS
I-TOF
T t= �2Ot2 8 t= 1674 W t= 60. w B=
T 2= -t6?2, 8 Zz 1,874 W 2z -389-H 7=
zZ OF�L
r 3= -MO a 3= t540 W 3= St2 W 8=
17 4= -t3SO S 4= I.SAO W 4= -301 K 9=
CHORG ZX6
T 5= �1,622 a 5= 1674 y 5= as
r Sz -20tZ a 6z t674
BOT CKORa ZX4�
rjO!45T?._ OF -L
TRUSS LOADENG, (CON I)
LL*OL ON 11OF CtiOR0 = 31-.0 PSF
OL 0.4 CEELENG = 10-0 PSF 15
2X4 STn_NcRR0 OR STuO DF -L
-,TOTAL DESIGIf LOAD lz 4t -O PV5 )I
?3F CEILEN& REDUCTION JAKENI�/S-
,WEBS
FLATENG� IS FC*t P -S000 SERIES f OF
LOAD OURArfau ENCREASE = L-25
NOTE: LOCATE ENTER -PANEL SPLICES AT us
32451'Vtl
PANEL LENGT11. -1- 6L ENCHES FROM:
2x4 #2 DF—L
EIT"El ENO OF THF_ PANEL INDICATED-
xOTEr txl C12NrEntJOUS, :.ATERAL COLUr:N BRACIWG�
ATTACdEa M WES WHERE INDECATED' BY Iml-
2430
4Ct6O**
REACTIONS
ICTION 0 B t= 1332
ICTEON a 8 7= 1332
MENG AREA REO*D tSQ IN)
ImG 0 � 3 29ti" 2.t3DF
tENG 0 7 3:29tlFl Z-L30F
**STRIP LOWER SECTION WITH CONTINUOUS
2x4'S AT 4'-O"O.C. USING ONE 16d RAIL
AT EACH TRUSS INTERSECTION. SECURE
UPPERSECTION TO STRIPPING W17R TWO
.2 16d NAILS AT EACH STRIP INTERSECTION.
8.
2430
4060
GR 2445"
(23245)
NO, C30450
V
30 3
cl 1, 3245 �73 a 24eo Oal (NLS) 2460 (083,03" -
vi
C. (2475)
OF c I e `3 210 5" 51 0 83'A
1 [247
4860(S)
61-0 -!2-
t __AL_T� 18 LAT.BS- ME
37'-0 -0' OVERkALL -3PRN
To 45C TME
ON THIS DESIGN MEET O10iYCEE*
OATE IT 15 THE RESPONSIBILITY OF OTHERS ERTAIN THAT THE tOAOS UTILIZED
ACPIAL DEAD LORGS IMposto BY THE STRUCIURE AND THE LIYE LONGS IMPOSED BY 711E LOCAL 5IJILMm cum OR
Z/ 1.0187 HISTORICAL CLIMATIC RECORDS- No 15 ASSUME[, Fort DIMENSIONAL RCCUFMCI. VERIFY filL
K_soao� UBC DIMENSIONS pjqjali� IQ CONNECTOR PLATES SHOWN ARE TRUSAPL IS- 16. OR ZO GAGE RB SPECIFIED.
FABRICATION SMALL COMPLI WITH 111C 'DUALITY CON7ROL MANUAL- or THE TRUSS FLqIE INSTITUTE (TrIl AND THE
TRU!�`PL IRUSCOM 11SMURL, ALL PANELS NOT S?ECIFICRLLI UESIPtAno iiRE lo at EQUALLY 01'.IDED. 4 DENOTES,
SPECI,'L CUITING- 014LI LAIE"AL BRJqCIltG REQUIRED OF INCIVICUA'- TRUSS rEMBERS IS ROTED ON THIS ORRkINr,,
THIS Di:SIGH ASSUMES THE TOP CHONG 70 FE CONT.'ItUZUELT BRACED 8- SHERTKIU; UNLESS OThEAVISE 31RIED. Vr-�
UIPECILT IQ IMF BOTTGff E'"000- 17 SHALL BE '-4ACED AT lfl[TERVR ONE
nu RTWO CEILINr, 15 RFPLIEU LS NOT EXCEE131 G
IU '-V. PiRSOMS EhECTING� TRU'SES ARE CAUI 1OVED, 70 SEEK P.90FE4S' TONAL ADV%'E REGRpolt'. lEnnitART ESECIIQX
'TO Iwo -oorttoiNrr. REFER 10 BRACING, gnao IRU6SE31
RN ROVTRUS0 DESIGN T R U ck' VJ A L 5RPCIflG kHICH IS ALNRIS REGUIrEll t7PI I ?RFVFMT IOFFLI;4G -I MIND
comnefiTAN? AND RECUMMEUVATIO46 - AHLRE CONFUSION MAY L*41ST COSCEW , P44OPER FIELD EMECIIOX.
T 70 PREvEN7 IRPROPEll
CLEARLY nngx INTERIUR BEARING LOCAIJOkS. C,iN ILEYERS. RNO lfi� CHOADS 01 THE TRUSS
S YS T E M 5 JINSTALLATION. IRUSSE:, SHALL *�7 GE PLACED 11i ANT E3V%RONNEldT TWIT WILL CA;SE THE MulISTURE COMICIsT (IF ThE
MEw r -3Z -t-4& I- weas TO EXCEED J?Z ANDIVR CIUSE COMMECIGR PLAIE CURROSION, 4KEN flECESSRRT. Is PEST DE7ERhImEO ey
A-86281 TRUSME, SYSTEMS: CogPOFfirf'.101, A SIONOGE COMPR AN* 1HEREFDRE 13 OUTSIUE IHE SCD?E OF RESPUXS
"TUDICIOUS AF?LICRIJQK 15-Llll OF TRUEWRL.
too LONVELLON LIAIDE 4216111
R/LG/Ztll,[8-7
Jrz V
LUMBER SPECIFICRTIONS
TOP CHORD 2X6 xZ OF -L
Bor CHORD 2X4 C3NSTR- DF -L
WEBS :2xA cri;NDARD OR STUD DF -L,
;'LprENG 13 FOR R-560 SERIES t DF
NOTE! I LOCATE INTEF-PANEL SPL(CES AT I/S
PANEL LENGTH *1- 6 INCHES FROM
EITHER F40 OF TIOE PANEL 1HD1C.qTED-
51 -1 -7
D
No. C3045`0
mAq 3 l SS
t2
8
324s
MEMBER FORCES FROM LEFT TO RIGHT:
TOP CHORD BiTTOM CHORD WEBS REACTIONS
T 1= -tSOS 3 1= 1252 w t= -3S3 W 8= t463 REACTION 0 8 t= 1021
r 2= -147S B Z= t304 W 2= -10 4 7= -773 REACTION a 8 6= 1829
r 3= -1784 8 3= L292 W 3= 69 R 8= t229
T t= -1784 B 4= S22 W A= 659 9 9= -1548 BERR[t*l AREA REO'D 1*0 IN)
T S= -573 B 5= -703 W S= -403 BEARE14G 0 1 2-52HF�1.630F
T 6= 735 8 6 -611 BEARING a 6 4-52mF/ 2�930F`
TRUSS LOADING (CON 11
5 PSF CEILING FEDUCTION TRKENISIS' DRY WPLL)
ADDITIONAL LOADING
L"I I F TC VERT 31-01 16-OLL) PSF FR 0.0 TO 37.0' **STRIP LOWER SECTION WITH CONTINUOUS
CONC: TC VERr 86-01 186-OLL3 LBS At PANEL POINT 7 2x4*S AT 4"-O"o.c. USING ONE 16d NAIL
UNEF: eC VERT to-ol O-OLL) PSF FR o.o To 37-0* AT EACH TRUSS INTERSECTION. SECURE
LOAD DURATION ZNCREASE = I -ZS UPPER SECTION TO STRIPPING WITH MiO
3245 16d NAILS AT EACH STRIP MERSECTIM.
2430 7'-0 - 2430 5, -40 .2"
6* -10 -2' 6, - a
2445
r )r rP 47
12
, 3.71
37 -0 -0
UK 2 187
R-5000 24.0 0 -cd
RN RDVTRUSO DESIGN
T R U co" W q,
FILE- REF. A-85978 LIZL�11 SYSTEMS
I -TRU5WAL SYSTEMS CORPORXIC't A SIONDOE CO't?".
acm6w
7'-1 -
qLL SPRN
THE RESPONSIMILIly OF OTHERS, 70 1
DEAD LOaDS ',:!POSED BY THE STRUC�
'I CRI CLIMATIC RECORDS- No RE�
q-Opig PRIOR -0 FABRICATION. C �',
:Ri!nK SHALL COMPLY 14 1 7H 7HE -1
IL -,pusCom nqNUAL� ALI PANELS I
'L "'TTIGG. CHLI LATERAL BRRCING
;ESIN 4SS-JMES THE TOP CHORD 10 81
go CEILlm; 15 APPLIED O]Rr-ETLY
PERSONS SRECTtKG TRUSSES ARE
wHict, IS At.WR1f- FE021REB 70
,vaRy Av,� REC IMMEN DAT 1ONS- tIP11
mrRn IftTERIOR BERRING IOCATI
L,
ATID 1, y?US--ES SJA , N07 BE PL
F5 ExC20 JSZ 4�NDJOR C-411SE r1f;"tE
tnus OF EXPEn,
ahl,c
2445
12
K ":�q 8
4 [��
12 DING DEPARTMEM
pr%ff will 3111
6N.TiF v
�!rEevl 'T"
Tua? 'IRF I flAnFi WILUED ON Trf--S OEWGA — .;
t
E ;
� # \/ - f � / /
\� � = � \�
'12 La p
-jZe2-
-TE
-7112:7
12 ?
r
\� � ���� �
.,
\ /
Z& -4,40�
ao
/
� # \/ - f � / /
\� � = � \�
'12 La p
-jZe2-
-TE
-7112:7
12 ?
r
\� � ���� �
.,
\ /
Z& -4,40�
_
/
� # \/ - f � / /
\� � = � \�
'12 La p
-jZe2-
-TE
-7112:7
12 ?
r
\� � ���� �
LU:4!!r-R SPECIFICATIONS
70p CHORn 2X6 *2 OF -L
BOT CHORV ZX4 CCHSTR. DF -L
WEBS zy'l S�PNDRRQ OR STUD DF -L
FLRr',NG IS FT -c %-SGV-o SERIES t OF
NuTE: I L3CRTE ENTER-PA4EL SPLICES AT t/5
PRNEL LENGTh -/- E INCHES FROn
EITHER END OF THE PANEL INDICATED -
NOTE: IX3 CCNTEN14'0!)S LATERAL COLUMN BRACING
RrT',AZilED TO RES EUOtCATED BY In].
Qvv
3.�
10F cp'�'
I m n -
1 npn�z I mij t 0"nr
MEMBER FORCES FROM LEFT TO RICrHT,
ZATE
TOP CHORD BOTTOM CHORD WEBS REACTfONS
T I= 724 6 I= -603 W 1=, -LM W 7= 297 REACTION c 8
2= IS'l
T 2= -518 B 2T: -603 N 2= 1243 W PC= -475 REACTION c B
8= 10ip,
T 3= -431 B 3= 859 N 3= -99 jj 9= 280
R -S000 UBC 24-03 -
T AT: -932 B A= 8sq w 4= -679 WI,O= -456
T 5= -1056 3 5= 1133 N 5= SO Wit= 60 BEARING AREA
REWD ISO IN)
T 6= -128S 8 6= IS35 N 6= 181 SEARING a 2
4.47fiFl 2.90OF
T '7= -1742 B 7= IS35 BEARE14G a 8
2-56HF/ I-66DF
TRUSS LOADING ICON 13
q:Tt:QL EVZO LOADS w2o`ul Bt
CLlfl;;IIC
5 PSF CEILING REDUCTION TAKEWS/8' ORT RALLI
. ADDITIONAL LOADING
NOTE: SEE T- 34- 8 41*
UNIF.- T,C VERT 31 -D I 16.OLL) PSF FR 0.0 TO '37-D'
couci rc VERT 186-Ot 186-OLL) LBS AT PANEL POINT I
FOR GAP DETAILS -
UNIF: BC VERT 10-01 D-OLLI FSF FR 0.0 TO 37 .01
LOAD DURATION INCREASE = 1-25
2x4 CONST. DF -L
L 'ALT. 18'-2-5" STUB PLATES IN
4060 (2445)"1
\ 24610
=RE ICRTION SMALL COTIF--T ml
7�
3245
-K\
z5qr-
IA
MLAL ;RUSCOM. MANUAL. RI.L
SFE,
RN RDVTRUSO
J
2490 Or3O
32-60(S)
3 ' 4
3T-0 - 0 ' OVERALL
2460 2A45 SME COV
allILDING DEP)
PLATE ctm sr;;z lw�
ZATE
11 15 IME RESPeQSISILI'l tF 0
R -S000 UBC 24-03 -
(3, C.1
2 /5/37
q:Tt:QL EVZO LOADS w2o`ul Bt
CLlfl;;IIC
nlrENSICSS rploft 15
=RE ICRTION SMALL COTIF--T ml
MLAL ;RUSCOM. MANUAL. RI.L
SFE,
RN RDVTRUSO
DESIGN
T
R
S
WR
L
.1; SES:Gx Rssur.Es THE Inp
TH
Nt ;lo f * If
PUPILSINS EFECT 7P.
ja'-D'!G I?*
iAF-ZIX5 VwIrM IS At -Xf,� REf:-,
SYSTEMS
W:, 4Cr—',jEWr,�j—'.
'LEA LY ft;RN IN'TZRIijR SEo"-Alj�
FtXf-
A- 85989
rp".,A_
_j-
A Stogooe CO.Vq.
TRUSSES SHALL
IM TO EXCEED 17� A'
S!,STEMS
t7
LONWELLSW LtP--E �4.14r�
n -r -
Pis IfipT iHE IGRU U,
�ZT-JILU Um ullb utbAioi FtLl vx cauzzu 4nz
AND THE LIVE LORDS IMPOSED BY IHE LOCAL BUILDING CODE OR
QILITT IS ASSUMED FOR DIMENSIONAL ACCURACY- VERIFT ALL
j FtPIES SMO;drq PRE IRUSOAL :6. 18. OR 20 CAGE AS �S ECIFIED.
I COkIROL MANUAL- OF It4f IRUSE PLATE IKSITIUTE 17PIJ AND THE
FECIFICALLY DESIGRATED ARE 10 aE EDURLul DIVIDED. 4 BER37ES
Me OF INDIVIDUAL TRUSS MEMBERS 15 NOTED ON THIS DRRWIND.
IKULIUSLI BRACEZ By -SmEA7HIWr, UNLESS OTHERWISE STATED. WHEFE
E aOTTOK JORD. 17 SMALL BE EF.AZED AT INIERVRLE NOT EXZEEDIAS
NED 70 BEER PROFfSSIONAl ADVICE REGARDING TEMPORARY ERECTIOX
7 ID"LING AND REFER 70 -BRACING,NOOD 7RUSSEF&
C ColtFuSloN MAY j-jS7 CONZERKING FROPER FIELD EREE'TION.
aNTILEVERS. FWD T"f CHORDS OF THE TRUSS TO FREVER7 IMPROPER
k Roll ENVIRONMENT THAI VI -L CAUSE INE MOISTURE CONTENT OF INT
RYE CORROSION. CAMBER. WHEN NECESSARY. 15 REST DETERMINED Bi
Iv.EREv-"*F I;i OU -SIDE IVE OF REBM4151077 OF 1RUSWRL.
I . m
LVISER SFECEMATIONS
TOP CHORD 2X6 s2 DF -L
SOT CHORD 2X4
CONSTI. OF -L
WEBS 2%4 STANGARIi OR STUB DF -L
PLAT[Hf-t IS f O.R R-SOOQ �SERIES / OF
mOTE-AOCArC WER-PSNEL SPLICES AT I/S
PrINE- LEW4TH -t- 0 INChES FROM
Et- =R END OF THE PANEL INDICATED -
NOTE.* IX3. CONTINUOUS LATERAL COLUMN SIRACE NO
ATrPCHED TO RES WHERE INOCCATED SY Lol,
3; v 2A
MEMBER FORCES FROM LEFT TO RIGHT!
rep CHORD BOTTOM CHORD WEBS REACTIONS
1 I= -Zatz a I= 1674 W I= 60 14 7= S91 REACTION a 6 I= t332
T 2= -1622 8 2= 1674 W Z= -390 R S= -474 REACTION a 8 B= 1332
T 3= -1349 B 3= IS38 w 3= 512 W 9= 260
7 4= -14st 8 A= lsnl W A= -ZS9 WIO= -ASS
T S= -1879 8 5= 16EZ W 5= 50 Wtl= 80 CERPENG AREA RED'S ISO IN)
r 6= -19GS 8 6= 20EA W 6= -140 BEARING 0 1 3.29PF.1 2-t3DF
r 7= -2364 B 7= 2CE4 BEARING 0 a 3.231 -IF/ 2-t30F
TRUSS LOADING ICON 0
Ll -*DL ON TOP CHORD = 31-0 PSF
OL ON CEILINO� = 10-0 FSF
TOTAL CESEC4i LOAD = 41.0 PSF NNOTE: SEE T -34-8-41:t �A-8598-5)
S PSF CEILING- FIEDUCTtON TAKENtS/8' DRY WALL)
LOAD OURATWN�IXCREASE = I -2S FOR U-2 DETAIL
Li
.Lx4 CONST. DF -L
ALT- 91-0" STUB MATES IN
4060 2460 4060 e___
3245
(3245)
H 12
8 8 .42
0830 2460 Dan ('INS) 2,teo 2445 0830
4860(S) (3245) AULDING DEPA-,"�
!� a *-D,
(1Q0
P
61-0 .0" 1 61-6-01 q. 3'-6 .0' a 1,1`0 -0 �.j 6' P wd�,IX
37'-0 .0 OVERALL SPAN
LODE IT 15 THE RESPONSIBIL-111 OF VHZRS ID AstERIAIN THAI THE tDAZIS UTIL32ED ON THIS DESIGN MEET OR EXCEED THE
FLAff- selictma If PCIUAL DEAD LORDS impesEll BY THE STRUCTURE AND THE LIVE LORDS lnPDSED 'By THE LOCAL BUILDIMS CODE Olt
R-5 OOG liec 24 .00 ' 0 -c - 2 DAS / 87 HIISTORIM CL Ir RECVCtS- ND RESPC!NSIS:ILITI IS CSSUMED FOR DINENSIONAL ACCUR;:CI- TERIFT ALL
3 vemSlOmS PRIC11FIR170 FfIBRICATION- CONNECTOR PLAIES SHOWN ARE TRusuh- 26. IS. OR 20 GAGE SS SPECIFIED.
- A 'DUALITY CONTROL MANUAL— OF IKE TRUSS PLATE INSTITUTE tTPII AND THE
F ERICR71OR SHALL Ctln?Ll 11114 THE TED ARE 10 BE EQUALLY DIVIDED. DENOTES
7RLSHAL If ISCOM MANUAL, ;�LL PANELS NOT SPECIFICALLY DESIONA
SPECIAL CU77INC-- ONLY LATERAL BRACING SEGUIRED OF INDIVIDUAL TRUSS MEMBERS 13 WOTEO ON THIS DRAMIKI-
THIS DESIGN ASSUMES IhX TOP CMD90 72 BE INUOUSLI BRACED ST SAEAlHING UNLESS OTHERWISE STATED. WHERE
S . OCONTHE BOTIOM CHORD. 17 SHALL BE BRACED AT INTERVALS NOT EXCEEDIRD
NO.RIGIO CEILING, 15 RPPLIEG GIRECIL I ADVICE REGARD ]FIG I ENPORART EltECTION1
10 T� PERSONS ERECTING IRUSSES ARE CAUTIONED 70 SEEK PROFESSIONAL
I EVENT IOPPLING AN -QOMINOING�- ;MIkG PROPER F1 - ELD :ERECTION.,
RN RDVTRUSO DE..; IGN :TRUSWRL BRACING WHICH 5 ALWAYS RESUIRED 70 PR 0 EFER 7U 8RRCIXQ WOOD IRUSSESS
COmnENIRRT AND RECOnRENORT TONS- tTPIl- WHERE CONFUSION SRI EXIST CONCE
C s. AND THE CHORDS OF THE TRUSS III PREVENT IMPROPER
kEARLT MARK INTERIOR BERRING LOCATIONS. CANTILEVER
ILE- T -31-4-41W SYSTEMS STALLRTION. TRUSSES SHALL :40T BE PLACED IN ANY ENVIRONMENT THAT MILL CAUSE THE, MISTURE CONTENT OF IKE
A-85990 TRUSWAL SISTEX5 CORPORATION 4 SIONOM COMPANY WOOD 10 EXCEED 19Z AND/OR CAUSE CONNECTOR PLATE CORROSICN- CAMBER. WHEN RECEISARY. 15 BEST DETERAINED &I
JUDICIOUS APPLICATION EF EXPERIENCE AND THEREFORE IS OUTSIDE THE SCOPE OF RESPORSM=-Xi��
Is LONGFELL014 LUMSE -<4245�- aMMMbMMW4
LUMBER SPEC( EI
TOP CHORD 2X6
BOY CHORD ZX4
CM
NEBS 2X4 STRt,
rL.HT(NO 'ES FM R-560
I
NOTE: L'JCPrE INTER-FFC.41
PANEL Lf' iGTti «.'-
EETrt_ END OF rHl
NOTE: IX3 :I
RTTAZn4 i TO ;; q 1
(•LATE LQOE SPAC516-1 SALE
R-'55000 U6C 24-00' O.C. 2/ 10167
_ - - -
�j ) a �'j
4..( !/�1 iJ ►`nom 1 tt t`�+ / ...
AN "'!!! 1 I D Y 1 \ V S DEV l W
`
•�
��
� � -
'-� /�
�.n t[ YY A L
-�--_-
SYSTEMS
TRIM -91L 'STSTENS CUkPOFAit,.l R S39N9CE LONPAHT
IT IS THE RF.6FONSINILITT OF OTHLSS 10 al'al
HIETCRICRtt FL3l<RTIt'ORLCOASS-SE3 21 NOTF PsVl
33hE441ONS PRIOR IaI F£i:RI xNlCfl. rti'vil
FABR3F T3GN E"HHCL. tAitPLf .411-1 THF ":Iii
Tl!,s 0'1 SII iUilL A -A Hi t li T.u'l
SF EL i .. ta.I l * l• WiLl LRI N 5;,:015
TIIIS aafSICH lIS..I.NE:. IH Tfl•' + UHU Tit E" l
'lU volo C£ItIND Its +,M'Lit`t 1.7ReL1LI 11
IU' -O-, P - F`" 't5 Eli III* Tall, .=S stFf ,.4
9R;; IUa; i+HlCts tiin 9 i'. e'.ri: ac- s at. -.
CUtil'1i1R111 N D N LI'aR e4aA'tti •T#•J'�
:L�Aitt1 11�T�� Jt*Eai?i i, b,F3iI,a Luas V*,
ltt.IFlLriIl 7RU5-.:.. k�. t37 GE L:
tIC0:1 10 Exti 'eQ 197 1T"<v est ousil EO.I FCT
lit'lICIEW1.RN10CRTION FF
FILES T-5?-9-il+t
ii_f. _$ � 0.
Aa
LUMBER SPEC( EI
TOP CHORD 2X6
BOY CHORD ZX4
CM
NEBS 2X4 STRt,
rL.HT(NO 'ES FM R-560
I
NOTE: L'JCPrE INTER-FFC.41
PANEL Lf' iGTti «.'-
EETrt_ END OF rHl
NOTE: IX3 :I
RTTAZn4 i TO ;; q 1
100 1 LONOFELLON Wi0E <3E16>
CS UTILIZED ON THIS CESIOR AEEI OR EXCEED THE
OROS ItiPOSEO 9T THE LOtAL SUILDI!M COLE ;CR
NEO FOR OIMENSID.-ML RCEVURCT. YERIFT ALL
RE TRUSUR. 16- 39. SR 20 fAGr- AS SPECIFIED.
OF IRE Y1'la:,j. PLWE 444'I7131E C:TPII..AND Tt.E
UnN-58 ^tn= ;tl dE E.7 WUT DI7;3GE0 A I:ENOIV
F.. iF a IS UVE3 CH THIS ORANITiK
Alh.: r frtE Ula Rt..:.F ST4Tt',r. uiaEF.E
3T TastL b: 3 rO •±T I0LP%nLS W37 EaCE£OSRG
E'S tAL FQ7 RE -PC Ar Tr%FORARi R£LTZVt
iC 1.,O)11G' MEFEV TR SRRLihr'r, VDOO 1RUSSESt
Y LiIST 'WrCLUAINt- kPOPER FIELL ErrL7-0H.
ti_ CJ26ZIL Of INE T9645 10 faiVE41 4FROPER
T 'dAT itILV CR SE +tY` "316 -UE CONTENT F -TVE
LFar ao • un= -l. uECESt;<4 15 1 flE"3_itta t tD ,ST _
S!2E INE SLUE DF F!ta!6:_IaT 3F TRJLVRL.
(•LATE LQOE SPAC516-1 SALE
R-'55000 U6C 24-00' O.C. 2/ 10167
_ - - -
�j ) a �'j
4..( !/�1 iJ ►`nom 1 tt t`�+ / ...
AN "'!!! 1 I D Y 1 \ V S DEV l W
`
•�
��
� � -
'-� /�
�.n t[ YY A L
-�--_-
SYSTEMS
TRIM -91L 'STSTENS CUkPOFAit,.l R S39N9CE LONPAHT
IT IS THE RF.6FONSINILITT OF OTHLSS 10 al'al
HIETCRICRtt FL3l<RTIt'ORLCOASS-SE3 21 NOTF PsVl
33hE441ONS PRIOR IaI F£i:RI xNlCfl. rti'vil
FABR3F T3GN E"HHCL. tAitPLf .411-1 THF ":Iii
Tl!,s 0'1 SII iUilL A -A Hi t li T.u'l
SF EL i .. ta.I l * l• WiLl LRI N 5;,:015
TIIIS aafSICH lIS..I.NE:. IH Tfl•' + UHU Tit E" l
'lU volo C£ItIND Its +,M'Lit`t 1.7ReL1LI 11
IU' -O-, P - F`" 't5 Eli III* Tall, .=S stFf ,.4
9R;; IUa; i+HlCts tiin 9 i'. e'.ri: ac- s at. -.
CUtil'1i1R111 N D N LI'aR e4aA'tti •T#•J'�
:L�Aitt1 11�T�� Jt*Eai?i i, b,F3iI,a Luas V*,
ltt.IFlLriIl 7RU5-.:.. k�. t37 GE L:
tIC0:1 10 Exti 'eQ 197 1T"<v est ousil EO.I FCT
lit'lICIEW1.RN10CRTION FF
FILES T-5?-9-il+t
ii_f. _$ � 0.
100 1 LONOFELLON Wi0E <3E16>
CS UTILIZED ON THIS CESIOR AEEI OR EXCEED THE
OROS ItiPOSEO 9T THE LOtAL SUILDI!M COLE ;CR
NEO FOR OIMENSID.-ML RCEVURCT. YERIFT ALL
RE TRUSUR. 16- 39. SR 20 fAGr- AS SPECIFIED.
OF IRE Y1'la:,j. PLWE 444'I7131E C:TPII..AND Tt.E
UnN-58 ^tn= ;tl dE E.7 WUT DI7;3GE0 A I:ENOIV
F.. iF a IS UVE3 CH THIS ORANITiK
Alh.: r frtE Ula Rt..:.F ST4Tt',r. uiaEF.E
3T TastL b: 3 rO •±T I0LP%nLS W37 EaCE£OSRG
E'S tAL FQ7 RE -PC Ar Tr%FORARi R£LTZVt
iC 1.,O)11G' MEFEV TR SRRLihr'r, VDOO 1RUSSESt
Y LiIST 'WrCLUAINt- kPOPER FIELL ErrL7-0H.
ti_ CJ26ZIL Of INE T9645 10 faiVE41 4FROPER
T 'dAT itILV CR SE +tY` "316 -UE CONTENT F -TVE
LFar ao • un= -l. uECESt;<4 15 1 flE"3_itta t tD ,ST _
S!2E INE SLUE DF F!ta!6:_IaT 3F TRJLVRL.
All.
Ell=
101.11 m , — '. ------ I — -_ _ -_ M
M 041
Id ALL
T 5 1 A e �T� T �11
f ATH 41-4 TOV- ,.p A r- �-1 p 4> Nlv _j A t-1 b -
d V.&, i� H p 4,( - o �4 *r 5 1 ,4
eM� 11-4 e.�t -1 +1 P
r- I -re- H P, RA T H
T 1:, �
, J, E�, A T+1 ',`4 T 19 T I P A K- 1?� A f,� P I!- P T
P_Y' r F_ I
r-. A &
411, H r. w d 1.'#1 1- 1.�
K *T A 1-4 L, L
vle-e- P T4> �-w
Lj e- ['�T
A 4 HA H r A I t-4 T E. i,o t10 L- 0 1 A L_.
\1A �'T J 1, e A
-rc
Ix'( VE C;:"6 W--,,
4 co; MIS
C 2463
a=OUVN
-4 - MAO schoo, i i t oortifiels. tuat
str c
pl c an t
P -A I L t"
V,
IS, ty
complioRA, with t4o viq,
(p s. C, Ao"AL) _r4 the
nt OT1 0 f a
f, la A t, it fors tit 1,
J
r
L
-Y w T C�
C
144 �v
4 Y_
T E; i A,
�, -4 .4
A NVTA. r9A
r
eA r I
44- TSWA 10 1 , "I , - I
1�01.
I I 1�", , 4� j "TL
r -4
T I U&
r
1k. I *jr L.
I i 211��, 41*; � , r
vj f.. Wf� 61"l,
Tc I,
I - ',*,' tt 1Y
�'IA �4tf L Pilot �,b
Pl` Tc
�IdA I I
1, A), K_
C, "j,
A )I I
+ VAI
TH
L i W t�. F
V P4 Ir L,
_4 Y% L !: , , �. r.. < , - '-d4*-)
'A
L, I L
L i-4
A F
Ila
.A
L i:- to 7,
119
A
ON
41 1�4
IN
At I L
�4
4 CL� �,� 1V
E W 1, 1 4 " L ;1 4 1 * - A,
7 -
L
TIL
A W A
—40
fit." WAL�
Y LjTt:� ��l -
r
T Pr
te- Wr, opt, A F� A
IL
A
i iL otA vx
'141
to
'71
I?A- PA'�",,
f rJ I
�J,
A r'
Ln r
*,pc
je
r4
v
e�'.'A Pz ['I�,
HCv, LO
sa.
12 H P P,
r 401.
-4
or A J*
+
IT IE,� A
6.(J,rrr_n COUNII f
Ilk
11%
lie A
ADPQ,
ore 1�,E:,
4 JI't'
tA
42 j*'
NEW" —Oda
Im
REVISIONS
M, ;im
owl"
W
T
:z
LL
N
M, ;im
owl"
a
�01
iO,
H
IV fi
7-
4o*
P; Ll
/� lt.0
i' Coto W F—
V F. -4
A tt 6:,1
A.
7'1�
'I e Co. l." ol"I
- -- - - - - rA A
4 Lof Tr F, P-- I:!, I-JATe 44,
A 1!-A
—6v -
VP
"r.z
-"r.z
J
J itoo�,� ti. I
T of
.,too— -,w-
j P
wl
A
-2,o F �4
l3b
Ulf
Ise - ra
to
1-4 L
P A
�Y
A4 S C--
-7
ol.towt.'at�,i4�.."— two .7. —1--
W
o, t-�t or
L" A f-, L
ot,
L l' N4 it, 1"j'
Mia
A L 1v
14'
-.j
to
.A'
ttkl 7�.ttt`t,
to
wo
1,W
Ll 14 to�14etoc 1w //11'
6p kow- t OX 0-
: AJ�7.
p
ro
woo— o.,
VGDo
01
! .-� i 4f
4,0
—T
-7
lo- AT� H
4-
Ito.- y- I Olot
4
.
�..
�
4
OAM:v;,wilp Shall Be hi
I.--,pjj Moferials & W -ra,fices and
/..-Corilance with Recogni.ed GOOd F
t fie , use in he
CIA CA quali;y Prescribed for ItIO Srj�-" cj
& Moclianical Codes and
Uniform Building, Plumbim.
,4be National Electrical "Ods-
(4
See on Me, Vor "buliti'ling
Oxcepi
mum., COUM
I11
OLDING DEPARIWIR'
APPR�Ij