HomeMy WebLinkAboutBLD Engineering / Geo-tech Reports - 9/30/1983 S0007 28'- 06 SPAN T43 4/12 SEP 30, 1983
25-7-10 CODE TPI 78 :,'�oouei�J tf, ,�tStDf[0ttrr, a
..........of �. tKcl�tt• o `tt ° !f ON 7 A
TOP CHORD LIVE LOAD 25. 0 PSF TOP CHORD 2X4 HEM FIR MSR 2100I'-1 .8E :s;, 4_ io ! ii>� : ' +� •
TOP CHORD DEAD LOAD 7. 0 PSF BOT CHORD 2X4 HEM FIR MSR 2100E-1.BE I
GOT CHORD DEAD LOAD 10. 0 PSF WEBS 2X4 HEM FIR /3 ' �., • �`.• o '^.
TOTAL UNIFORM LOAD 42. 0 PSF �����'[•:I.:'•~ ►�• *i'►► ,�w� :° i +�?�f►�r++ F !r
TRUSS SPACING 2.00 FT CTRS LOAD DURATION ADJUSTMENT 15% �`J.I............ ~00uSO `� �oouc��' JLoti.
REACTION AT 1 1152 MIN BRG- 3.50 IN LM PLATE SERIESI ALTERNATE LBR SPANS 2X4 TOP CH 2X4 SOT CH
MEMBER FORCE MEMBER FORCE MEMBER FORCE T 20GA 164 PST GROSS MSR 1800 - 1 .6E 28'-0 28'-0 -
•'-0
1- 2 -2627 2- 7 -465 3- 7 •721 K 16GA 151 PSI GROSS MSR 1650 - 1.5E 28 28'-0
2- 3 -2280 MSR 1450 - 1.3E 28'-0 • 28'-0 1
1- 7 +2492 DOUG FIR SEL STR 28'-0 • 28'-0
7- 6 +1653
DOUG FIR 01 281-0 • 28'-0 •
DOUG FIR 02 27'-100 28' -0
HEM FIR SEL STR 28'-0 • 28' -0 P
HEM FIR i1 27'-100 281-0 A
HEM FIR •2 24'-8 • 25'- 109
ALTERNATE PHL PT SPL PLT
SYM. JJ2 5 X5.3 Y1- J.
J7 KS X6. 7 YI- 3•
4X5.3
• � 5.3
1 .75
1.5X3.5■ 2.5X3.5
3 ICBO REPORT NUMBER 2625.
12 THIS IS A STA14DARD
4.001 DESIGN$PLATES ARE SIZED
3X7 2 FOR AXIAL FORCES ONLY,
SOME PLATE SIZES WILL
PROBABLY HEED TO BE
INCREASED FOR PRACTICAL
1.5 PLACEMENT AUD/DR TRUSS
HANDLING.
' i � 7
' BRG
4X3.5 SECOND PLATE DIMENSION TO
2.5X5.3 BE PARALLEL TO CHORDS
UNLESS NOTED. (m)
28'- 0' v SPLICES SHALL BE 1 /4 PANEL
EQUAL DAYLIGHT PANELS UNLESS NOTED . 1 '-0' UNLESS NOTED.
3E4EPAl NO TE]. Ln.L ESS OTHERwt]E .aoTEO •DOVE. OE9ION RE OU IRE9 701+ ANC SOTTON LHORDS INCLUOINO T1+09E WITH TRU9SE! SHALL BE NANUFACTUPEO 70 '"E lPEC:IICA7;Cne OF 7�:�
-tFrIlH • COPv 0/ TH27 O[]IOH TO THC •'IIO:NO O[]IDNCq ANO PIOOTl.CN9 OP .a.NINO TO HAv[ -ONTjNUOU! LATERAL ■U—CAT 'OU•L ITv lTANGAgD POF NET AL PLAT[ LATECC :SLO N000 - ..!]E]'
�ON'a.C'OR FOR iHE•R •P vgOYAI AND U]AGC. o[lSGN SUCN .S ATTACHE.^. !HE•THINa PURLINS OR BR•CINO T'R U!! PLATE ORIEMTAT ION IS IS
BT PLATE SLOT OIaE_'IOn 1
'AL'UL.TION! A"D iqu9! PLATE INSTITUTE iTP 13 PUBLtCATIONa aFACT:ON Ah0 BRACING IO�'.CE9 SHALL BE TR•N9FERREO TO THE RE EP TO LM !i•NOAR:.a POR PLAT[ PL AC CeE NT lPEC;I:'ATSON9
AR[�•v.2-.•LY /qOw LUN•[ar.Ti IL") luILOINO lTRULTURE. TPUl9E9 PITH lLOPE0 •O TTON CHOgO! C1MR0 •PL7CE! !+/�L !t OCQRO•T[O AT 3/• PANEL - 0— 0-T
T"1 ^E13'+N 29 ILa • TRUSS. VHLCH 'a A COMPONENT. IT ALL ARE SWGJCCT TO ..CAIZONTAl. OISPLALCNCNT! . O/OR rmc=Cq .'-O" F.NCL! IN SASH O RgI FORCINT N vC EO:..L OATL:G..T
[E� nT[ORATEO INTO THE BJIL OINO OESION. DE9'OL LOADS ANO NOaIZONTAI FORGES TO THE B[•RINGS LOCATIONS OP LATERAL PANELS CXCLUDTNG rEOGES AND R[iNFORC ING NEMEPS.
O:.<HaIONa lH.LL •[ �[aI►I[O !V •utL DI NO OElIONEa OE]'ON M!B BR.C;NO �EOViREp TO RE9I9T BULNL INO ARE INDICATED ON [ptCTioN !P•CIhO AhC P[RNANtNT •a.CiNO .Rt ♦Lr.T[ 0[7UIR[D
K',OO]_OOT Ia IN "ONI ORYANCE NIT" APPROPRI TE IT Si.NOAa03. THE Pisa! OEl:ON [Y IXI JiltON IOR •EARINO 1. •.C.ORAO[. RCFEA TO TPZ 'lAAG INO MOOD iPuaSC!' .NOLE •`.D ERECT
TT+L]9E! SHALL :E �lED IN lNCLOlEO BUILDINGS iN NON-CORRO7IYE BRACING ANO INSTALLATION •r OTHERS. WITH CARE. 00 NOT ERCCT Cq use O•EAGEO TRUSSES- OC NOTI
L+N:AC
nwENTa .ITN ADEQUATE YENT ILATION. 9T..IO TILLPOUr• A"OR ALIGNED.RUSS" AND TRUaOR IENT0 it �::;IL I
c.:. Ul A TED YewTSCAL DCILECTION FDq LIvC oq y.Or LO.O ooea TRUSS PLATES AS SPECIFTF__O AND MANUFACTURED BY THIS TS A TIM[LT DESIGN FOR . ■PECIPIG ftU:LOjNG Z:NENS:oN
hGT CXCCCD l/FAO Oq FLOOR T.RIS SC 1. ✓]•D POq ROOF TRU!!Ea F FOLLOrINO INCHES INOICATE! lIXT'ENTH! OP AN INCF OE]SDn
rITN CEhIN09 .•.o LI+sD POR ovtR,-,•Loa .No Raol TRuaa[a L•UMB_RMAT' COMPANY �/��
•I TROUT CEILIr CAr![a is REOUIq[O ro co..Pc"s.rc Ioa SAINT L.OU ''•" MISSOURI flVV s•siD oN Lu"e[a rOtarLPN •iLoN .s[ AT TIN[ o� �Asq:LAT ZGN
.CiU AL "A'
LG 1
S0813 28'- 1• SPAN T44 4/12 MAR 28, 1984
25-7-10 DUTCH HIP GIRDER WITH 4'-0' SETBACK CODE TPI 78
TOP CHORD LIVE LOAD 50. 0 PLF TOP CHORD 2X4 HEM FIR MSR 210OF-1.8E
TOP CHORD DEAD LOAD 14.0 PLF BOT CHORD 2X4 HEM FIR MSR 210OF-1.8E
BOT CHORD DEAD LOAD 62.0 PLF WEBS 2X4 HEM FIR 13
TOTAL UNIFORM LOAD 126.0 PLF
LOAD DURATION ADJUSTMENT 15%
REACTION AT 1 - 1733 MIN BRG- 3.50 IN LM PLATE SERIES: ALTERNATE LBR SPANS 2X4 TOP CH 2X4 BOT CH
MEMBER FORCE MEMBER FORCE MEMBER FORCE T 20GA 164 PSI GROSS HEM FIR MSR 1800E-1.6E 28'-1 ' 24'-7 '
1- 2 -4057 2- 8 +426 2- 7 -1370 K 16GA 155 PSI GROSS HEM FIR MSR 165OF-1.5E 26'-8 ' 22'-10'
2- 3 -2687 3- 7 +1276 HEM FIR MSR 145OF-1.3E 24'-6 ' 20'-2
1- 8 +3849 DOUG FIR SEL STR 28'-1 • 26'-1 '
8- 7 +3849 DOUG FIR 11 26'-8 ' 23'-6 '
DOUG FIR 12 23'-5 ' 20'-8 •
HEM FIR SEL STR 26'-1 ' 22'-6
eeeeeerrrrrrrrr�i HEM F I R 11 2 3'-7 ' 2 0'-2 '
HEM FIR 12 20'-5 ' 17'-8
% *� NAEt �•••.
�. C••oc°� ALTERNATE PNL PT SPL PLT
��` ••° WAS e�4- J2 5 X7 Y1- 3.25'
4s"
� C° SYM. J7 K5 X8 Y1- 3.25'
: -� I J8 K5 X8 Y1- 3. 25'
5X5.3
• .O � • �a � 5.3
�'•��p°•:�FBISTE;; ����`� GIRDER DESIGNED TO CARRY
*6 ' �2.25 4'-0' END JACKS AND
., CONVENTIONAL CORNER
''r�rurrr►ue0er
3X5.3 3X5.3
3 FRAMING.
ICBO REPORT NUMBER 2625.
12 2 T- T—BRACE MUST BE
4.00 CONTINUOUS 2X4- LUMBER
4X8.8 EXTENDING TO WITHIN 8
OR T INCHES OF EACH END OF THE
WEB, AND FASTENED WITH 16d
NAILS 6 INCHES ON CENTER.
OR
® - 2X4 CONTINUOUS LATERAL
BRACING ATTACHED WITH 2-
1 8 7 16d NAILS IS REQUIRED AS
BRG SHOWN TO HOLD DESIGN LOAD.
2.SX3.5 SECOND PLATE DIMENSION TO
K3X8 4X8.8 BE PARALLEL TO CHORDS
UNLESS NOTED. (*)
28'- 1• SPLICES SHALL BE 1/4 PANEL
EQUAL DAYLIGHT PANELS UNLESS NOTED + 1'-0' UNLESS NOTED.
THIS DESIGN SUGGESTION IS INTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION OF
THEIR FINAL DESIGNS. NO RESPONSIBILITY IS ASSUMED FOR THE ERECTION,BRACING, AND ASSEMBLY TO THE
COMPLETE STRUCTURE. DESIGN BASED ON CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE AND 'NDS' BY
LUMBERMATE COMPANY THE NATIONAL FOREST PRODUCTS ASSOCIATION. CUT MEMBERS TO BEAR. LATERALLY SUPPORT CHORDS.
SAINT LOUIS, MISSOURI LUMBERMATE TRUSS PLATES OF GALVANIZED STEEL ARE INDICATED BY GAGE AND SIZE. PRESS PLATES SECURELY ON
BOTH SIDES OF JOINTS. CENTER PLATES ON JOINTS UNLESS NOTED.
W2620 END JACK STANDARD OB-19-1968
A-40 DES. BY: RHK TPI-85 ANALYSIS G 4 P-t�� �rlo►tcr� . 'NTH'f
TOP CHORD LIVE LOAD 25.00 PSF LM PLATE SERIES: 4
TOP CHORD DEAD LOAD 7.00 PSF T 200A ie4 PSI GROSS "
52 KDM
SOT CHORD DEAD LOAD 10.00 PSF K 16GA i51 PSI GROSS II t 041761 W
TOTAL UNIFORM LOAD 42.00 PSF
LOAD DURATION FACTOR 15X TRUSS SPACING: 2.00 FT. CENTERS �o�`
jJIONAII��\ f� f fi� ti;�HAILr
Ti 2X4 HF MSR i55OF-1.5E REACTIONS: VERT. HOR. MIN.BRG.
01 2X4 HEM FIR #2 1 368 0 3.50 IN. SPLICES SHALL BE 1/4 PANEL +/- 1'-0'
Wi 2X4 HEM FIR #3 3 368 0 3.50 IN. UNLESS NOTED.
SECOND PLATE DIMENSION TO BE PARALLEL TO
TOP AXIAL HOT AXIAL WEB AXIAL WEB AXIAL MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR CHORDS UNLESS NOTED. (+4)
1- 2 O Ti 3- 1 0 Bi 3- 2 -279 WS - -
ICBO REPORT NUMBER 2625.
ALTERNATE LUMBER SPANS
TOP CH.
2X4 HEM FIR 12 7 '— a '
2X9 HEM FIR 01 8'— y '
12
4 �—
1.5X3.5N ALT-. gRG. CONDF
2
3x3.5
3x3.5
1 \ LEG6EF,S
LEI U
3
i .5X3.5►1 BRIG,
1-01I
3.5 IN 3.5 IN 9 ,�
SRO SRO
9'-O' 125314
EQUAL DAYLIGHT PANELS UNLESS NOTED V 4. 10
IE.NERAL NOTES, uNLES9 CTnE RNISE NOTED •ROVE. OE-1ON REOUZRE9 TOP ANC 90TTON CNCRD9 INCLuOINO TY.OSE WITH TRu39E9 SHALL BE NANUFACTUPE0 TC 7�E' SPEC:FICATICN! OF TP:;
A COP`. Or TN[S DESIGN TO TO BUILDING OelIONGA ANO IOOvBACK9 OR FRANINO TO r.AVE CONTSnuOUS LATERAL SUPPORT 'Ou ALITv STAND AA FOR NET AL PL♦TF CCNNECTE❑ wCCC 'a'SUES,
CONTRACTOR FOR rHE'R AppROVAL ANO USAGE. OES2GN SUCH A9 ATTACHE❑ SHEATHING. POPLINS CR 9R♦CZND. TRUSS PATE ORIENTATION I9 SHOMN BY PLATE SLOT DIRE CT ION
CALCULATIONS ANO TRUSS PLATE INSTITUTE ITP TI PUBLICATION] REACTION ANO BRACIHD FORCES SHALL BE TRAN9FERRE❑ TO THE REFER TO LN ST ANOAR03 FOR PLATE PLACEMENT 9PE C:F:_ATI CN9.
AR( vAi'�AOLE FROR LUNBERMATE (LMI Bu ILOINO STRUCTUPC. TRUSSES rITN SLOPED BOTTOM CHORD! CF.O RO lVLICE9 SHALL dE OCATEO AT S/A PAnEL .�-
T'.[$A0E9LGN I9 FOR ♦ TRU99. _ICH '! A COMPGNENT. IT SHILL ARE SUB—CT TO ..OPIZONTAL OISPLACCNCNTS A-3 TRANSr CR 1'-0'' 'AneL] In EACH Cr.0 PD Se GNEnT HAVE EOU Au OAYL:GNT
BE IN iE GRATED In TO THE Bu[LDINO OESION. OESION LOADS ALL -CCAIZONTAL FORCES TC THE BEARINGS. LOCATIONS Or LATERAL PANELS EXCLUDING wEOGES ANO PEInFOPCING MEMBERS,
]I NEn9IOR, 9H ALL SE vERiFIED dv' BUILDING OEBIONER OE9:OM wE0 BquC:NO .aEOU:RED TO Ri9I9T BUCKLING ARE INDICATED ON ERECTION BRACING AND PERNAnEnr BRACING A" A ♦v[ P[]U IREJ
THE ]9 ❑E9IOn BY IXI fi92ON FOR BEAPINGl, HCHORAO E, REFER TO TPI 'BRACING w000 TPU.4 S ANOLE A..J CRECT
-ETNOCO_OGY I9 IN CONFORMANCE ITH APPROPRIATE TP2 SiANOAR09. BRACING ANO INSTALLATIpN BY OTHERS. MITR CARE. 00 NOT ERECT 00 uSE DAMAGED TRUSSES. OD nCT
TRu99E9 9M ALL BE u9E❑ IH ENCLOSED BUILDINGS IN NON-CORROSIVE CUT, ORLLL OR ALTER TRUSSES. iRu 49E! SMALL Be hXTALLEO.
EN' PCn..ENTS MITN ♦OEpU AT vENTILAT:ON' BTRAIOHT, PLUMB Ah0 ALZDNEO. AND CPIENT ED AB �C[lIOMED
-AL.ULAT Eo yr PTICAI DerLECTION POR Lzve pR ]Nor LOAD COE' TRUSS PLATES AS SPECIFIED AND MANUFACTURED BY TH[S IS A TIMELY OESIGN FOR A SPECIFIC BUILDINJ C:NENSICn
NOT EXCEED 05 FOR FL OOP TRUSSES. L/]AO FOR ROOF TPU9SE! U M B E R M A T- COMPANY (/�+\ rOLLOMINO [HONES INOICA TES !IA TEEN THS Or An IN:N •-:E3I3N
KITH CEIL IN09 n0 IJIBO FOR DVCRHANDS Ah0 ROOF TRUl9C7 SAINT LOU7:� MISSOURI �jfU BAS90 ON LUROiR WI9TuRG off Or IBi AT TIN[ ❑F TION
wI.TNOui CE ILIN' = CAMBER [9 REOU[REC TO CONPENl119 FOR
ACTUAL DEAD l;
1� cr��n.�drn 2
S •zi -- - �'� -`1'Igt'n ral�arno� -�
o0'°' 0110777
rlirn
c-
0 ton :��IqlFSI.+ /
�1.�d J41���`1�L•tz�
ILm I- c -7 C �iC;7
r '
W2620 ENO JACK STANDARD OB-is-1968
A-40 DES. BY: RHK TPI-95 ANALYSIS to H�1 � rMc� to Pro ,,ANTA;-V
7 Es . GI to
TOP CHORD LIVE LOAD 25.00 PSF LM PLATE SERIES:
TOP CHORD DEAD LOAD 7.00 PSF T 200A 164 PSI GROSS �_ l�v�o p�u1 " "
BOT CHORD DEAD LOAD 10.00 PSF K 168A 151 PSI GROSS onus � 82 0 � 04176 1 W�
TOTAL UNIFORM LOAD 42.00 PSF ��a y �r
LOAD DURATION FACTOR 15X TRUSS SPACING: 2.00 FT. CENTERS dlitT;d°' �` rx.,v* �0 OFko
Ti 2X4 HF MSR 165OF-i .5E REACTIONS: VERT. HOR. MIN.BRG.
61 2X4 HEM FIR #2 1 368 0 3.50 IN. SPLICES SHALL BE 1/4 PANEL +/- 1'-0'
Hi 2X4 HEM FIR #3 3 368 0 3.50 IN. UNLESS NOTED.
SECOND PLATE DIMENSION TO BE PARALLEL TO
TOP AXIAL HOT AXIAL WEB AXIAL WEB AXIAL MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR CHORDS UNLESS NOTED. (K)
i- 2 O T1 3- 1 0 Bi 3- 2 -279 W1 --
ICBO REPORT NUMBER 2625.
ALTERNATE LUMBER SPANS
TOP CH.
2X4 HEM FIR .02 1 '- a 0
2X9 HEM FIR of a'- y '
12
4 �—
i.5X3.5M\
12
3x3,5
3x3.5 3'-3'-i8
\ 1 \ LEG6EP,5
3
1.5x3.514 {� BRG,
J
3.5 IN 3-9 IN -4 9)_O)I
BRG BNO
9'-0. 125314
EQUAL DAYLIGHT PANELS UNLESS NOTED V 4. 10
]ENERAI NOTES, UNLESS CTHERMI9E NOTED ABOVE. DoE9IaN REOu:RE9 TOP ANp BOTTOM CHCRD9 INCLUOZNO THOSE wITN TTaU 99E9 9NwLL 9E "A"UFACTURED TC 7"E 51EC:FICATTCIS OF TP:,
:O. TR]" COFO OF THIS ❑E 9ION TO NO BLILOINO SIE.IGN GR ANO ZOOyOACK9 OR FRAHINO TO NAVE CONTINUOU! LATERAL SUPPOPT 'OUALITr lTANOAPO FOR HETAL PLAT[ CCr.NECTEO wOCO
_ONTRACTCR FOR TrE:R APPRO'J AL ANO USAGE. OESIGn SUCH A9 AiT♦CHED SHEATHING. PURLINS OR 9RACZNO. TRU99 Pt.A TE ORIEN 7A iION '9 SNOwN BT PLA 7E SLOT OSPECTIDN
CALCUTAT IONS AND -RUBS PLATE INSTITUTE (TP II PUBLICATIONS REACTION AND BRACING FCRCE9 9NALL 0E TRANSFERRED TO THE REFER TD lH lTANDARC3 POR PLATE PL ACENEhT 9PEC:F:'A TIDh9.
ARE _j AOLE FRO.+ lU"BEP"ATE (L H) UUILOINO IT RUC TLRE. TRUSSES WITH SL OPEO OOTTOH CNO PO! CNORO 2PLICES SHALL UK LOCATED AT I/A PANEL _[�]T" -/-
A ARE SUB. CT TO .OAIZONTAL OISPLACEHGNT! ANO/OR TRANS/[A I'-O" PANELS IN EACH CNCRO SEG" T .+w VE E0� DAIL:GNT
THIS DESIGN I9 FOR ♦ TAUS 9. w.ICN 'S A CONPCNENT. IT 9NALL ,.ORIZON%L FORCES TO THE BEARINGS. LOCATIONS OF LATERAL PANELS EXCLUDING wEOGES ANO REINFORCING "EHBEPS.
BE INTEOP ATEO In TO THE BU LlOINO OESION. DESIGN LOADS A"O wEB BR AC:NO 'EOU.RED TO NESIST BUCKLING ARE INDICATED ON ERECTION OQACINO ANO PERHANENT OPACInO APE ALwATf P[UUIRE�
]IHENSION! 9NALL dE EDIFIED ]r Bu1,0IN. DESIGNER OE9:0N THE .R '!9 OE9IOn BY III
JE9ION FOR fEARINOl. ANCHORAO i. REFER TO TPI 'BRACING "2E" TRUSlC9' HANDLE ANO GPECT
wETHOCOL DGT I9 IN COnFOP"ANCE wITN APPROPRIwTE TPI STANDAR09 BRACING AND INSTALLATION BY OTHERS. WITH CARE. OO "OT ERECT OR USE OA"AGED TRUSSES. DO NOT
TRU99E9 SMALL BE u9ED IN ENCLOSED BL.tLDihG9 IN NON-CCRR092`/E CUT, GRILL OR ALTER TRU99E9. TRu99E! SHALL BE INlTAL,EO. I
ENVIRCNNENT9 IT ACE AT 'IEHTILATZON. STRAIGHT, PLU"O AND .,ZONED. ANO CRIENT Ep .0 CE7ZOhE0
C LCUL♦TEO [PTSC AL Oc/LecTlon FOR LlVE OR SNOw LOAD DOES TRUSS PLATES AS SPECIFIED AND MANUFACTURED BY TH I$ IS A TIMELY DESIGN FOR . SPECIE TC BUILDING. 7:"E NS ION
NOT EXCEED L/]BO FOR FLOOR TRUSSES. L/2A0 FOR ROOF TRU95E! UMBERMAT= COMPANY FOLLOw[NO INCHES INDICATES SIXTEENTHS OF AN IN:. DE
wITN CEIL IN09 NO V160 FOR OVERHANGS ONO ROOF TRU99E! SAINT LOUT-- MISSOURI `/L(v OOLCO ON LUHOER W29TURE SE LO- fOi AT TIr[ OF ' TIJ"
..ITHOUi CE EX
IN' CANKER I9 REDUIREC TO CDI.P FN SATE FpR
ACTUAL DEAD L:
S0007 28'- 0' SPAN T43 4/12 SEP 30, 1983 '.........w.,�,
25-7- 0 f%nPI TPI 78 :.Moouec�J•;; ��corlcf�r o►io,
���:�'•ij;�,♦ � �•f"ef� ro �03T4�17
TOP CHORD LIVE LOAD 25. 0 PSF TOP CHORD 2X4 HEM FIR MSR 21001 -1.8E �Vr
TOP CHORD DEAD LOAD 7. 0 PSF BOT CHORD 2X4 HEM FIR MSR 2100E-1.8EKill
BOT CHORD DEAD LOAD 10. 0 PSF WEBS 2X4 HEM F1R ♦3 �. : `.• 4 c '".
TOTAL UNIFORM LOAD 42. 0 PSF o,•'+..I[I�. • i,, Iy►� +o / +?�!l�'� o F
,�jJID[�ll� 1y s� 7y ,+ f ArTq.R'b
TRUSS SPACING 2.00 FT CTRS LOAD DURATION ADJUSTMENT 152 oouQL ooua�� �DIv"
REACTION AT 1 1152 MIN BRG- 3.50 IH LM PLATE SERIESe ALTERNATE LBR SPANS 2X4 TOP CH 2X4 BOT CH
MEMBER FORCE MEMBER FORCE MEMBER FORCE T 206A 164 PSI GROSS MSR 1800 - 1.6E 28'-0 29'-0 '
1- 2 -2627 2- 7 -465 3- 7 •721 K 16GA 151 PSI GROSS MSR 1650 - 1.5E 28'-0 28'-0 [
2- 3 -2280 MSR 1450 - 1.3E 28'-0 28'-0
1- 7 •2492 DOUG FIR SEL STR 28'-0 • 28'-0
7- 6 •1653 DOUG FIR •1 28'-0 • 28'-0
DOUG FIR 02 27'-100 28'-0
HEM FIR SEL STR 28'-0 • 28'-0 '
HEM FIR of 27'-10• 28' -0
HEM FIR 02 24'-8 a 1 251- 100
ALTERNATE PNL PT SPL PLT
SYM. J2 5 X5.3 Y1. 3'
J7 K5 X6. 7 Y1- 3'
4X5.3
S.3
1.75
1.5X3.5>r 2.5X3.5
3 ICBO REPORT NUMBER 2625.
12
4.00 1 DESIGNS STANDARD
PLATESARESIZED
3X7 2 FOR AXIAL FORCES ONLY,
SOME PLATE SIZES WILL
PROBABLY NEED TO BE
INCREASED FOR PRACTICAL
1.5 PLACEMENT ACID/OR TRUSS
HANDLING.
129' 1 f 7
BRG /
4X3.5 SECOND PLATE DIMENSION 70
2.5X5.3 BE PARALLEL TO CHORDS
UNLESS NOTED. (w)
281- 0• i a► SPLICES SHALL BE 1/4 PANEL
EQUAL DAYLIGHT PANELS UNLESS NOTED . 1 '-0• UNLESS NOTED.
SE\EPAL NOTES. unLE!! OTNE arISE NOTED ABOVE. DE9ION pE O'u IRE9 TD:• ANC ]OTTOw CHORD] IwCL UDINO THOSE KjTw TRUSSES SHALL BE NANU FACTURE
D TO '�.E IPEC:FIC♦T:Cn9 >F i�:,
�LPN[]N ♦ CO/`. OF TNI! OClSON TO TNt fVILO:NO OC]IONGR ♦wp PIOOTf ACK9 OR .pAMINO TD .•AVE ^ON.IwuOu! L♦TEA AL fuPPORT OULLITT •TANGAgO ROC. wETLL IL♦T[ CC.w.ECT[O KOpO ^Rt]]E!'
C ON'RACTOR FDq irllq APPROv♦L ANO USAGC. OESI�N SUCH �! ATT♦CNE� 3N!♦Tw T•:�.. PURL INS OR BRAC INO. TRVlS PLATE ORIENTATj ON IS Sr+Or0 BT PLJ.TE SLOT OIPE:.ION
1.
�A.L:.ULATIONa AND TRU9! PLATE IwaTITUTE (TP 17 PUBLIC♦TION] RE♦CT:DH AN
BRACINO CDT ES SMALL BE TR♦N9FERAED TO THE pE�EP TO LN WAND♦pC! FOR PLATE F •CEMENT SPEC.r."ATSONS
♦a[ AVA I..••�[ IP O.. LUN•[prATi fullOfwO 7TRUCTURE TgUl9E9 rjTw SL OPEO •O TT OM CHORD] Cr.ORO SPLICEf f-IALL K[ OCAT[O AT ✓• PANEL _C n]T.. -/-
T�SS ^C SI:N S9 FCR ♦ TpU55. rNZCN •S A COMPONENT. IT ]MALL AEI SUf JCCT TO •.CAIIONTAL OISPL♦CCMCNT] ANO/Oq T.♦N]:Cq I'-0•' P♦NCLS IN
!♦CN Cr-0g0 lC Gw.EnT vC COi.♦L OATL:d+T
[E •NT[OgA TCD INTO THE aJILDINO DlBjGw. O!a .T LO♦O! ♦NO ..pPI20N7♦L FORCES TO THE BEAgINGS LOCATIONS OF LATERAL P♦NElf EXCLUDING - GES ANO q[Iwf ORC ING MEMBERS.
O•K N]ION! f..ALL 7[ V[PiF1[O fV •uILO2w0 OE■IONEp OE]:ON K!a BRACING aEOVIRED TO THERE
BUCKLINp ♦AC INDICATE ON (AECTION •RACING AND PER.
•PAC2Np Aq( ALrAT■ P[�U Ip[D
.•f Tn000-DOT I9 Iw ^DNF ORKANCE KITH ♦PPgppgj♦TE TPI ST♦HOARDS. TN[ qV!! DESIGN •v I 1 DElION Fpp •[AgINOf. ANCHORAGE. paper TO TPZ 'OL4ACINO r000
Tquf SCf' MANGE[ ANO Cq[C'
'q]9E] S..ALL -! �SEO IN ENCLOSED BUILDING! IN NON-CORROSIVE
BRACING AND INST♦LL♦TION BT OTHERS. WITH C♦OE. DO NOT fqf CT CR USE OAwAGlO TpuSIE[_ DC NOTI
lr+V:qC n..ENTS r2TN wDEOUATE VENTILATION. C.T. ORTLL 00 ALTER TRua]E!. TRu lSES SHALL BE InsTALLlO
C4 CUL♦'[D VCgTIC♦L OC/LCCTION POP LIVC OR y.pr LO..O 00!! fTq.IGNT. PLur• AND ALSONEO, •NO CJ[IENT[0 ♦[ -!•ION(D 1
•— liCf ED L/]s0 FOR ILOpq TRuf SE S. L/2A0 FO/1 ROOF TPUSSE] TRUSS PLATES ♦S SPECIFI_F___D AND M♦NUF♦CTURED BY TN S IS TIN[Lr DESIGN FOR A SPECIPIC Bu:LOING. ]:wENS:ONI
KITH CEIL IhOS .•.O LJ 7B0 FOR OVERH♦NOS ♦NO RODE TPUSlE! (/�/� LUMB=RMA . COMPANY ��\ FD�LOrIwO INCHES INO ICAT[9 •IXTCENTN! DF AN INCN OElSON
FITNOUT CE ILI' CAr•[q I■ R[DUZR[D TO CONP[NlAT[ FOP �n SAINT LOU ""• MISSOURI rUV fAfED ON LU.+B[q rOISTURf •4 Gr [Bf AT 72w[ O� ♦fR:C♦TICw
•C:UAL 3EAO LC -�
50813 28'- 1 " SPAN T44 4/12 MAR 28, 1984
25-7-10 DUTCH 141P GIRDER WITH 4'-0' SETBACK CODE TPI 78
TOP CHORD LIVE LOAD 50. 0 PLF TOP CHORD 2X4 HEM FIR MSR 2100E-1.8E
TOP CHORD DEAD LOAD 14. 0 PLF BOT CHORD 2X4 HEM FIR MSR 210OF-1.8E
DOT CHORD DEAD LOAD 62. 0 PLF WEBS 2X4 HEM FIR 03
TOTAL UNIFORM LOAD 126. 0 PLF
LOAD DURATION ADJUSTMENT 15%
REACTION AT 1 = 1733 MIN BRG= 3.50 IN LM PLATE SERIES: ALTERNATE LBR SPANS 2X4 TOP CH 2X4 BOT CH
MEMBER FORCE MEMBER FORCE MEMBER FORCE T 20GA 164 PSI GROSS HEM FIR MSR 1800E-1.6E 28'-1 ' 24'-7 "
1- 2 -4057 2- 8 +426 2- 7 -1370 K 16GA 155 PSI GROSS HEM FIR MSR 1650E-1.5E 26'-8 ' 22'-10'
2- 3 -2687 3- 7 +1276 HEM FIR MSR 1450E-1.3E 24'-6 ' 20'-2 '
1- 8 +3849 DOUG FIR SEL STR 28'-1 ' 26'-1 "
8- 7 +3849 DOUG FIR •1 26'-8 ' 23'-6 '
DOUG FIR i2 23'-5 ' 20'-8 '
HEM FIR SEL STR 26'-1 ' 22'-6 '
HEM FIR o 1 2 3'-7 • 2 0'-2 "
HEM FIR 02 20'-5 " 17'-8 "
ALTERNATE PNL PT SPL PLT
SYM. J2 5 X7 Y1= 3.25'
` J7 K5 X8 Y1- 3.25'
J8 K5 X8 Y1= 3. 25'
Of
5X5.3
e �
5.3
e l oE��' ��' ��4' GIRDER DESIGNED TO CARRY
2.25 4'-0' END JACKS AND
a=%aaea�a`aj0�i CONVENTIONAL CORNER
3X5.3 3X5.3 3 FRAMING.
ICBO REPORT NUMBER 2625.
12 2
T= T-BRACE MUST BE
4. 00 CONTINUOUS 2X4- LUMBER
4X8.8 EXTENDING TO WITHIN 8
OR T INCHES OF EACH END OF THE
WEB, AND FASTENED WITH 16d
NAILS 6 INCHES ON CENTER.
OR
® - 2X4 CONTINUOUS LATERAL
BRACING ATTACHED WITH 2-
1 8 7 16d NAILS IS REQUIRED AS
BRG SHOWN TO HOLD DESIGN LOAD.
2.5X3.5
SECOND PLATE DIMENSION TO
K3X8 4X8.8 BE PARALLEL TO CHORDS
UNLESS NOTED. Co>
41 28'- 1 '
SPLICES SHALL BE 1/4 PANEL
EQUAL DAYLIGHT PANELS UNLESS NOTED + 1 '-0' UNLESS NOTED.
THIS DESIGN SUGGESTION IS INTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION OF
THEIR FINAL DESIGNS. NO RESPONSIBILITY IS ASSUMED FOR THE ERECTION,BRACING, AND ASSEMBLY TO THE
COMPLETE STRUCTURE. DESIGN BASED ON CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE AND 'NDS' BY
LUMBERMATE COMPANY THE NATIONAL FOREST PRODUCTS ASSOCIATION. CUT MEMBERS TO BEAR. LATERALLY SUPPORT CHORDS.
LUMBERMATE TRUSS PLATES OF GALVANIZED STEEL ARE INDICATED BY GAGE AND SIZE. PRESS PLATES SECURELY ON
SAINT LOUIS, MISSOURI
BOTH SIDES OF JOINTS. CENTER PLATES ON JOINTS UNLESS NOTED.