29-461 (5) • • , e
GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
Trusses are not marked in any way to identify the Los trusses no estAn marcados de ningon modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES RESTRICCION YARRIOSTRE PARR TRUSSES DE CUERDAS PARALELAS 3X1 Y 4X2
frequency or location of temporary lateral restraint identifiquelafrecuenciaolocalizacionderestriccionlateral 10'(3 m)or Diagonal bracing Repeat diagonal bracing
and diagonal bracing.Fallow the recommendations yarriostre diagonal temporales.Use las recomendaciones DON'T overload the crane. �.i 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Refer to 15'(4.6 m)* every 15 truss spaces 30'
for handling, russes with short member temporary lateral restraint(see below).4)Install top chord diagonal 1CSI-B7***for more i (9.1 m)max.
g temporary g 1 y p g g bracing ee below 5 Install web member lane diagonal g,Installin and tem ora restraining
de mane o instalao
and bracing of trusses.Refer to BSI-Guide to los trusses.Vea el folleto�triccionGurarde Buena Praaltde NO sobrecargue la rua. g( ). ) p bracing to stabilize the first five II Information. <45Rty�a,�,
Good Practice for Handling,Installing,Restraining- carat el Manejo Instalacion.Restricoon yArrostre de los (S) NEVER use banding to lift a bundle. -_.,. trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see -
Vea el resumen aCS,.-EI***
&Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con Placas de Metal*** NUNCA use las ataduras Para levantar un Paquette. below).7)Repeat process with groups of four trusses until all trusses are set.
P p q ' para mats Information. _
Trru se5***for more detailed information. para information mats detallada.
Tr vf' A single lift point may be used for bundles of I)Instale los arriostres de tierra.2)Instale el primero truss y ate seguramente al arriostre de
Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar tierra.3)Instale los proximos 4 trusses con restriccion lateral temporal de miembro corto(vea _
permanent lateral restraint or reinforcement for las localizaciones de restriccion lateral ermanente o p p p ( ) aba o 4 Instale el arriostre diagonal de la cuerda superior vea aba o 5 Instale arriostre Apply diagonal brace to vertical _
p p chord Itch trusses u to 45' 13TT m and 1), ) g p ( )). ) webs at end of cantilever and at
individual truss members. Refer to the •CSS- refuerzo en los miembros individuates del truss. Vea la p p ( )' diagonal para los planes de los mlembros secundarios Para estabilice los prrmeros Circe,trusses
parallel chord trusses u to 30 9.1 m
83***for more information.All other permanent hoia resumen Ili :e3***Para mars information. El Use at least two lift points for bundles of top ®WARrd1NG`Do not over load supporting (vea abalo).6)Instale la restriccion lateral temporal y arriostre diagonal Para la cuerda inferior bearing locations. All lateral restraints
bracing design is the responsibility of the building resto de los disenos de arriostres ermanentes son la chord pitch trusses up to 60 (18.3 m)and paral- lapped at least two trusses.
g g p ty g P lel chord trusses u to 45' 13.7 m Use at least structure with truss bundle. (vea abajo).7)Repita este procedimiento en grupos de cuatro trusses hasta que todos/os
designer. esponsabilidad del disenador del edificio. p ( ) trusses esten instalados. *Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords
three lift points for bundles of top chord pitch a DVERTENCIAI No sobrecargue la ,*** and 15'(4.6 m)o.c.for 4x2 chords.
� /� "
trusses>60'(18.3m)and parallel chord trusses estructura apoyada con el paquete de Refer to BCSI-B2***for more information. INSTALLING INSTALACION
®WARNING,The consequences of improper >45'(13.7 m). trusses. Vea el resumen SCSI-B2***Para mats information. Out-of-Plane • .
handling,erecting,installing,restraining Puede usar un solo lugar de levantar para pa- yJ Place truss bundles in stable position. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES (;"j Tolerances for Out-of-Plane. Out-off-Plumb Max.Bow Truss Length
and bracing can result in a collapse of the ..} quetes de trusses de la cuerda superior hasta 45'
Puse paquetes de trusses en una osrcion RESTRICC16NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES Tolerancias para Fuera-de-Plano. " -
structure,or worse,serious personal injury y trusses de cuerdas paralelas de 30'o menos. p ""' 12.5'
or death. Use per to menos dos puntos de levantar con estable. r`'. This restraint and bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses Max Bow D/5e, D(ft.) (19 mm) (3.8 m
iF Length-
grupos de trusses de cuerda superior inclinada (PCTs).See top of next column for temporary restraint and bracing of PCTs. - /l 1/4^ 7/8" 14.6'
iA3?VERFENCIA?El resultado de un manejo, -- hasta 60' trusses de cuerdas aralelas hasta 6 mm 0.3 m 22 mm 4.5 IT)
"
y P Este met000 de restricci6n � Length->Ll
evantamiento,instalaci6n,restriccion y arriootre �. 45'Use per to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada yarriostre es para todo trusses excepto trusses de cuerdas paralelas Max.Bow 1/2" 2' L' 16.7'
incorrecto puede ser la cada de la estructura o mats de 60'y trusses de cuerdas paralelas mats de 45' (PCTs)3x2 y 4x2.Vea la parte superior de la column Para la restriccion y arriostre temporal de PCTs. Max Bow ❑ 3 mm o.s m 25 mm 5.1 m
peer,heridos o muertos. - - - S I 3/4" 3' 1-1/8" 18.8'
A sun s 1)TOP CHORD-CUERDA SUPERIOR �� Leng b u° Plumb 19 mm 0.9 m 29 mm 5.7 m
-1`_'Exercise care when removing MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES Cl
banding and handling trusses to avoid Truas6pan: Top Chord Temporary Lateral Restraint(TCTLR)Spacing Z line V 4' 1-114" 20.8'
RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Lon ltudde 7ramo, Es amlioni delArriosme+Tem Tolerances for 25 mm L2 m 32 mm 6.3 no
damaging trusses and prevent injury.Wear - , 9 PaC+ post de le cuerda 5upertar
\ - Cut-of-Plumb. 1-1/4" 5' 1-3/8" 22.9'
personal protective equipment for the eyes, Up to 30'
Using a single pick-point at the peak can damage the truss. 10'(3 m)o.c.max. D75o max 32 mm 1.5 m 35 mm 7.0 m
feet,hands and head when working with (9.1 m Tolerancias Para
trusses. m El use de un solo/u ar en e/ ice Para levantar uede so- r less Fuera-de-Plomada.
1 1/2" 6' 1-1/2" 25.0
m 7.6 m
� '� `�.' g P p p 30'(9.1 m)- 38 mm Lem 38 m)
hater don"o al truss. ( ' 8'(2.4 m)o.c.max. 3/q" T 1-3/4" 29.2'
o lose Ublice cautela al gwtar tats ataduras _ � / 45'(13.7 m)
s pedazos de metal de suletar para evitar dano a � CONSTRUCTION LOADING 4s mm 21 m a5 mm .9 m
trusses y prevenlr la henda personal. Lleve ✓ _ � 45'((3.7 m)- 6'(1.8 m)o.c.max. CARGA DE CONSTRUCCION 2" >>-8' 2" >-33.3'
el equipo rotectivo personal Para Ojos,pies, i f Approx.1/2 60'(18.3 m) 51 mm >2 a m) 51 mm o 1 m
P 1 P J truss lengm � DO NOT proceed with construction until all lateral I
P n traba'a con trusses. A _-'-Use Utilice �. Tagline 60'(18.3 m)- 4' 1.2 m o.c.max. p . "
speaY care in culdado especial en
TRUSSES
see x yo 30't9.1 m) 80'(24.4 m)* ( ) restraint and bracing is securely and properly in place. Maximum Stock Height
manes ca eza cuan o wind weather or alas ventos e i cerca AsT'369'i'.")
for••atariaf sit Trusses
-- _ � TRVSSE_U
NO proceda con la construction hasta que todas las restric-
Consult a Registered Design Professional for trusses longer than 60'(18.3 m).
and rairr ortslines de de aero uertosricos o Locate Spreader bar f Attach - clones tat y Se y los arriostres ester colocados en forma material Height
power � 10'(3 m *Consulte a un Professional Registrado de Diseno para trusses mats
p p rea�-- above o s bat \ apropiada y Segura.
o.c.max. de 60 pies. ® Gypsum Board 12"(305 mm)
j Toe k roe-in mid-nei nt y I See BCSi-62***for TCTLR options. or NOT exceed maximum stack heights.Refer to 3CS1-B4*** PI
g Vea el SCSI-82***para las options de TCTLR. - for more information. ywood orosB s^(acs mm)
l
/ A Spreader bark - Spreader ban/e to �� �� „�V '� NO exceda las alturas m6ximas de mention.Vea el resumen Aspnan snrngles 2 bundles
2/3 truss engulf
**: BC. 34***Para mats information.
for truss �� Tagline Spreader bar 2 3 to Refer to SCSI-B3 for A Concre a Black 8"(203 mm)
`\ TRUSSES UP To 60(18.3 , _ �F 3/4 truss length y
HANDLING \ 1
TRUSSES HASTA 60 PIES Tagline '-TRUSSES UP TO AND OVER 60'(18.3 m)_' Gable End Frame restraint/bracing/m information.
` A //�� Cla Tile 3-4 tiles high "
H arriostre/refuerzooraratArmazones 4S - - - y
MANE10 °L,& TRUSSES HASra v soeRE 6e,P1ES Para mformaoon sobre restncaon3� TCTLR o- y ,
Hold each truss m position with the erection equipment until top chord temporary lateral restraint Hashales vea el resumen BCSI-S
1 is installed and the truss is fastened to the bearing points. 10,or> 1 (S) NEVER stack materials near a peak or at mid-span.
Avoid lateral bending. Note:Ground bracing not shown for clarity.
Evite la flexion lateral. Use proper rig- Use equipo apropiado Sostenga cada truss en position con equipo de grua hasta que la restriccion lateral temporal de la Truss attachment NUNCA amontone los materiales cerca de un pico.
ging and hoisting para levantar e cuerda superior este instalado y el truss esta asegurado en los soportes. Repeat diagonal braces for each set of 4 trusses. required at support(s) (S) DO NOT overload small groups or single trusses.
The contractor is responsible for equipment. improvisar. Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A-A NO sobrecargue pequenos grupos o trusses individuales.
properly receiving,unloading and storing INSTALLATION OF SINGLE TRUSSES BY HAND 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROSSECUNDARIOS
the trusses at the jobsite.Unload trusses to RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES _' Place loads over as many trusses as possible.
smooth surface to prevent damage. POR LA MANO LATERAL RESTRAINT&DIAGONAL BRACING ARE Coloque tats cargos sobre tortes trusses Como sea
El contrabsta bene la responsabilidad de , posible. 4
recibir,descargar y almacenaradecuadamente _ Trusses 20' _ +_ .'€_ Trusses 30' �t. VERY IMPORTANT ,Yl Position loads over load bearing walls. • a a
los trusses en la obra.Descargue los trusses en - ,
(6.1 m)or \ (9.1 m)or r = ILA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL Coloque tats cargos sobre tats Paredes soportantes.
la tierra lisp para prevenlr el don"o. less,support less,support I
pp pport at SON MUY IMPORTANTES. Diagonal
near peak. quarter points l R splice reinforcement ALTERATIONS-ALTERACIONES
x4„ Soporte Soporte de 'i ,�� Truss x_CLR ',.. Refer to BCSI-B5.**: Truss orating not shown Tor clanry
r !
cerca al pico --- los c------ C�° n BS***
�` Ing s Member
resumen C ..
): brat
� ea e esu S
los trusses �Trusses up to 20' -► de tramp los F Trusses up to 30' � Web members�e��� € '" U 1 B' I
' de 20 pies o trusses de 30 DO NOT cut,alter,or drill an structural member of a truss unless
Fill (6.1 m) (9.1 m) f + r 45° Y
DO NOT store NO almacene menos. es o menos. Trusses hasta 30 pies specifically permitted by the truss design drawing.
r, ,a Trusses haste 20 pies P p f i?
unbraced bundles verticalmente IDS l NO torte,altere o perfore ningun miembro estructural de un truss,
upright. trusses sueltos. \ A a menos que este es ecificamente ermftido en el dibu o del disen"o -
Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING 66ttom del truss.q P P 1
at the time Of delivery or stored temporarily in `' . RESTRICCION Y ARRIOSTRE TEMPORAL Minimum 2'2x Scab block
contact with the round after delivery.If trusses chords -
p g over splice.Attach Trusses that have been overloaded during construction or altered without the Truss Man-
are to be stored for more than one week, lace 1 *** Diagonal braces to CLR with minimum 8-16d ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void.
blocking of sufficient height beneath the stack Refer to for more Top Chard Temporary every 10 truss spaces (0.135x3.5")nails each side
of trusses at 8'(2.4 m)to 10'(3 m)on-center information. Lateral Restraint 20'(6.1 m)max. of splice or as specified by the Trusses que se han sobrecargado durante la construction o han sido alterados sin la autor-
(o.c.). »„*** TCTLR 10'(3 m)-15'(4.6 m)max. Building designer izacion previa del Fabricante de Trusses,pueden hater nulo y sin efecto la garantia limitada del
Vea el resumen y - para mats infor- (TCTLR) Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricante de Trusses.
2x4 min. P 9
Los trusses en aqu ser de nto d e urea directamente maroon. chord lateral restraint not shown for clarity.
en el suelo en aquel memento de entrega o . . - '- ,
almacenad6s temporalmente en contacto con el Locate ground braces for first truss directly -Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance.
� ^--^ 3)BOTTOM CHORD-CUERDA INFERIOR / To view anon-printing PDF of this document,visit axiodustry.com/bI. "
suelo despues de entrega.Si los trusses estaran p.=-: .-- m line with all rows of top chord temporary
guardados para mats de una semana,ponga _ lateral restraint see table in the next column Lateral Restraints-2x4x12'or m Truss
bloqueando de altura suficiente detras de la Pita ( )� Member ', NOTE:the truss manufacturer and truss designer rely on me presumption that the contractor and vane operator(1f applicable)are
DO NOT store on NO almacene en tierra greater lapped over two trusses/ ` professionals with the capability to undertake the work they have agreed to do on any given project.If the contractor believes t needs
de los trusses a 8 haste 10 pies en Centro(o.c.). Coloque los arriostres de tierra para el primer =90" assistance in some aspect of the construction project,it should seek assistance from a competent party,The methods and procedures
uneven ground. desigual. or CLR splice reinforce Note:Some chord outlined in this document are Intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY.
For trusses stored for more than one week,cover truss dlrectamente en 6nea con cada una de merit. g,installing,� and web members I, These recommendations for handlin g,res[ra'n rig and bracing trusses are based upon the collective experience of leading ,
bundles t0 protect from the environment. las filas de restricci6n lateral temporal de la .- o '� not shown for personnel-involved with truss design,manufacture and installation,but must,due to the nature of responsibilities i involved,be presented
P Brace first truss Bottom '
cuerda superior(vea la table en la Proxima I only as a GUIDE for use by a qualified building designer or contractor.I[is not intended that these recommendations be interpreted as
Para trusses guardados por mats de una semana, columnar. �E securely before chords clarity superior to the building designers design specification for handling installing,restraining and bracing trusses and t does not preclude the
use of other equivalent methods for restraining/bracing and providing stability for the walls,columns,floors,roofs and all the interrelated
Nbrd 105 d uetes did rote cries del ambiente. erection of additional t uctural building coin components as determined b the contractor Thus,SBCA and TPI expressly disclaim n responsibility for damages
P q P P g Pp P Y any ty 9e
� DC NOT walk on tresses. � � � ,g by me a*e,ap r„at.,,„��E1ranca„i t,e Teton,terdanons a�rife Talon m,ta7ed herein.
s %
Refer to SCSI **for more detailed information _ ` iln,,, - _--
unbraced trusses.
pertaining to handling and jobsite storage of - - Diagonal braces every 10
NO camine en trusses
�►
trusses / 1 � '
Vea el folleto c r" para information mats detal- ' sueltos. truss spaces 20'(6.1 m)max. r r .... usscousnt TRUSS PLATE INSTITUTE
lady sobre el manic y almacenado de los trusses 4 10'(3 m)-1S(4.6 m)max. 6300 Enterprise Lane•Madison,WI 53719 218 N.Lee 8L,Ste.312•Alexandria,VA 22314
en dyed de trabajo. 608/274-4849•sbcindustry.com 703/683-1010•tpinst.org
MIA y 0-17 ill-$:04 1 MMI I A
I • . I I . . I a • I I • I I I I . I I . a I • • • .. . •
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w -45-Cfeit—view Drive Florence,MA
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9-" 1".0 1--4-0
1-4.0 9-" 9-" 1 194.0
Scale=1:33.91
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6
4.00 12
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3x4— 18 17 16 15 14 13 12 3x4
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LOAD ING;�ps
TCLL ., SPACING, 2,0,0 CSI. DEFL. in foc) I/def! L/d PLATES GRIP
(RoofSnov�-400) Plates Increase 1,15 TC 0.08 Vert(LL) -0.01 11 nk 180 MT20 1971144
Lumber Increase 115 BC 0.06 Ven(TL) -0.01 it mir 80
TCOL 10.0
3CUL OD Rep Stress Incr YES VVB 0.07 Hoiraffl-) 0.00 10 n/a n ta 74 b FT
Code IRC2009/TP12007 (Mal Weight:
LUMBER. BRACING-
TOPCHORD 2x6 SPF 210OF I BE TOPCHORD Structural wood sheathing cirectlyapplied a 6-0-0 ocpurlins.
BOICHORD 2x4 SPF N.�2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing
OTHERS 2x4 SPF No 2 or 2x4 SPF Stud
REACTIONS. All bearings 18-0-0.
(1b) Max Hors 2=39(LC 8)
M.
X Uplift A::uplift 100 lb or less al 2 16,17.18,14,13,12,10
Max Gray A a chons 2501b or less atjoin0s)15 except 2=358(LC 12)16=323(LC 2),17=269(LC 2)18=31 9(LC 2),14=323(LC 3)13=269(LC 3),12=319(LC 3).
0=358(LC 12)
FORCES. (to)-Max C:omp]Max Ten,-Alforces 250(11h)or less except when shown
WEBS 516=281/78,3-18=-257/81,7-14=-281/78,9-12=-25781
NOTES-
1)
Wind ASCE7-05 100mph TCDL=5.0psf BCDL=50psf.h=24t Cat 11,ExpB enclosed.MWFRS(low-rise)and C-C Extenor12)zone;cantilever left and right exposed:C-C for members and forces&MVVFRS for reactors shown Lumber
DOL=1 60 plate gnpDOL=l 33
2) Trusad-gne d for wind loads in the plane ofthe truss only.For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable or consult qualified building designer as per ANSIITPI I
3)TCLL ASCE 7-05,Pf=40 0 pat(fat roof mow),Category 11,Ext,B ParIiaI1yExp,Ct=l 1
4�Unbalanced snow loads have been considered for this design,
5 Thistross has been designed for greater of min roof live load of 16.0 psfor 2.00 times fat roof load of 40.0 psi on overhangs--concurrent with other I've leads.
6�As,requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions.If is the responsibility of the fabricator to increase plate sizes to account for thew factors,
7 A pates are 2,4 MT20 unless otherwise indicated.
8�Gable requires continuous bottom chord bearing.
9
Gable studs spa ceclat2-0-0 oc.
10
Thistrusshas be en designedfora 10.0 psfbolm chordfive load nonconcumentwith anyotherlive loads.
This truss has been designed fora live load of20,Opsfon the bottom chord in all areas where a rectangle 16-0 tall by 2-"wade will fit between the bottom chord and any other members.
12�Provide mechanical connection(by others)ofiruss to bearing plate Wableofwilistanding 100 lb uplift al 2,16,17,18,14.13,12,10.
3 This truss is designed in accordancewilln the 2009 International Residential Code sections R502,11.1 and R802.10.2 and referenced standard ANSIfFPI 1,
14)*Semi4igidptchbreaks including heels"Member end fixity model was used in the anayssand design ofthistuss,
LOAD CASES)Standard
HIN
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(Plate offsets ix y�LO-z 1 2,0-1-8],[4:0-2-129-1-81
1 _T -------- - --_ ----------- -- =_j
LOADING(ps4) States 2-0-0 C9. DEFL. in (Ioc) (/deft LM PLATES GRIP
TCLL 40.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.20 6-12 >999 240 MT20 197/144
(Roof Snow=-40.0)
I TC DL 10.0 Rep Surincrease 1.15 BC 0.51 Vert(TL) -0.45 6-12 >91a 360 Weight:621b FT 4%
BC U. 00' Rep Stress briar YES B 0.46 Horz(TL) 0.12 4 >nh nh
BCDL 10.0
Cade IRC2009/TP12007 (Matnn-M) Wnd(LL) 0.09 6-12 g
LUMBER- BRACNG-
TOPCHORD MSPP 2100F 1.8E TOPCHORD Structural woodsheathing cirectlyapplied or4-9-4 oc pudins.
aOT CHORD 2x4 SP 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
WEBS 2x4 SP N.2 or 2.4 SPF Skid
REACTIONS. (lb/size) 2=1213/&M (min.0-1-14),4=1213.0-3-8(min.0.1-14)
Max Horz 2=43(LC e)
Max UDIift2=85(LC 6),4=85(LC 7)
FORCES. (Ib)-Max.Comp/Max.Ten_-Ali force5250(Ib)or less except wh en shown_
TOP CHORD 2-8=1120/132,8-1 3=-3 02 4144 4,3-13=-2886/458,3-14=-2886/458,11-14=3024/444,4-11=112N732
BOT CHORD 7-9_941800.6-9=-334/2786,6-12=-33412786,10-12--94/800
WEBS 36=-541 1071.2-7=-8521780.8-9=-547/254,7-8-721/150,2-9=1541837,4-10--8521180,11-12--547/254,10-11=721/150,4-12=154B37
NOTES-
1)Wnd:ASCE 7-05;100mph;TCDL=5 Opsf,BCDL-5.Opsf;h=24t;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Extenor(2)zone:cantilever left and right exposed:C-C for members and forces 8 MWFRS for reactions shown;Lumber
DOL=1 60 plate grip DOL=1.33
2)TCLL:ASCE 7-05;Pf=40.0 psf(lat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow(cads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat roof oa d of 40.0 psf on overhangs non-wnwment w+M other live loads.
5)As requested,plates have not been designed to provide for placement tolerances or rough handing and erection conditions.It is the responsibintyofthe fabricator to increase plate sizes to account for these factors.
6)Th istruss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20 Opsf on th e bottom chord in all areas where a rectangle 360 ball by 2-0.0 wide will fit between the bottom chord and any other members.
8)Bearing at joint(s)2,4 considers parallel to grain value using AN SIRPI 1 angle to grain formula.Building designer should v erify capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 85 to uplift at joint 2 and 851b uplil at joint 4.
10)This truss is designed in accordance with the 20091ntemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11)"Semgid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
- n
I
HN
�I
CI IL
No 43029
I � f
'n-t '.t h fun'.sit 1 per ANJI/TPI 4u.J ty m1 nf, Plot hall he 4 i and tyre 4" and centered at/nnr,unl. th t d Th' 1 sib i,bused upnn p n :h l.for un individual
h i f g. p u h'-.run 1 11 i I n oily.Apb l'vh'A !d �I n I pmper mcvgmruu ( p t. p bl'ty tin B 11 g D:gn O k:g D 'g .hull crify all deign
f u I v- t f n( -th IA' i e4' h. f tl 1 rt.h'feting and gmcming i d 1 8 lot'g D.g mt r hi'ty( tlh m .. y fthc deign
f u' a Iw n-'p-6,lhuil i gC fi u al'1 I he ou,i,fun -dby ul.IFPc y y R g4, ( 1 c,il:pp on ftr 4--1 11 of qla. crcarm and
l ernuncni titre mg.(tc(crtolk i l ding Co ny an nSufi.,l frxm.auxl(BCSI)fir tartaric guidance regar,hng sin gc deliver- -1-and b.-gu il.H,fir-SBCA a rid Tm.s Flute lnviruc.
r
THE ABOVE LISTED ITEM HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED)
Received By (Signature):
Received By (Print Name):
Company (Print Name):
Driver: Date:
The sale and performance for the delivery referenced in the Bill of Lading are completed subject to the
Terms and Conditions of Sale available at www.ufpi.com/terms.htm.
Truck Driver Job Site Safety Analysis
1) Is the terrain safe for the truck to make the delivery? Yes No N/A
2) Is the terrain safe for the moffit to be driven on Yes No N/A
3) Are there any objects in the way? Yes No N/A
4) Are there any overhead obstructions? Yes No N/A
g Summary � Q' .-1 J
6 DATE09/23/14 PAGE 1
REQ.QUOTE DATE / / ORDER# 14092134J
ORDER DATE 09/17/14 QUOTE# 14092134B
UFP Belchertown, LLC DELIVERY DATE 09/24/14 CUSTOMER ACCT# ENANLEAA
155 Bay Road,PO Box 945,Belchertown,MA.01007 DATE OF INVOICE / / CUSTOMER PO# 187777DWS
Phone:413-323-7247 Fax:413-323-5257 ORDERED BY Don Scott INVOICE#
UFP ORDER# TERMS
SUPERINTENDANT Don Scott SALES REP Brian Tetreault
JOBSITE PHONE# (413)253-3411 SALES AREA Massachusetts/
Leader Amherst JOB NAME:55 Crestview Drive LOT# SUBDIV:
s
$ 150 College Street MODEL: TAG: JOB CATEGORY:
° DELIVERY INSTRUCTIONS:
T: Amherst, MA 01004
° (413)253-3411
H 55 Crestview Drive
1 : SPECIAL INSTRUCTIONS:
P: 55 Crestview Drive
T Florence, MA 01062
BY DATE
BUILDING DEPARTMENtOVERHANG INF HEEL HEIGHT 100-03-151 REQ.LAYOUTS REQ.ENGINEERING QUOTE BT1 09/16/14
Roof Trusses END CU RETURN NONE LAYOUT S.McFaul 09/19/14
PLUMB I I GABLE STUDS IiJ JOBSITE 11 CUTTING BT1 09/16/14
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL I STRESS NCR ROOF TRUSS SPACING24.0 IN. O.C. (TYP.)
INFORMATION 40.0,10.0,0,0.10.01 1.15
PROFILE QTY PITCH TYPE BASE O/A LUMBEI OVERHANG CANTILEVER STUB Truss Height
PLY TOP I BOT ID SPAN SPAN TOP I BOT I LEFT I RIGHT LEFT RIGHT LEFT RIGHT
SCISSORS
6 4.00 2.00 S01 18-00-00 18-00-00 2 X 2 X 4 01-04-00 01-0400
GABLE
03-11-02
l4.00 0.00 T01 GE 18-00-00 18-00-00 2 X 6�2 X 4101-0400 01-0400 1 l 03-11-02
Total QTY: 8
Truss Height
ITEMS
QTY ITEM TYPE SIZE LENGTH PART NUMBEF NOTES
FT-IN-16
1 Literature BCSI-81 Summary Sheet 60100 Commentary and Recommendations for Handling,Installing&
Bracing Metal Plate Connected Wood Trusses
Order Number:B1WARN11x17 031125
1 Literature I Truss Drawing Packet I I 60106 I Truss Drawing Packet
Total QTY: 8
1111111111111 11
* 1 4 0 9 2 1 3 4 J *