HomeMy WebLinkAboutTRUSS SUMMARY - 17-00409 - 290 N 1st E - Madison School District - AwningI ■
General Notes Notas Generales
Trusses are not marked in any way to identify the Las lasses no esfen recreates de ningun mode qua
frequency or location of temporary lateral restraint idenfifique Is linesman o favat nsia, de restriceabn
and diagonal bracing. Follow the recommendations lateral y arriostre diagonal lemporales Use las
for handling, installing and temporary restraining racumendariones de mane%o, malefactor,reslriccidn
and bracing of images. Refer to BCSI - Guide to y amosfre temporal its firs trusses. ✓ea el rolhefa SCSI
Good Practice for Hardline Instalrno Restra n'na -Gas de Buena Practice para al Mi Innifigglin
is Brac'na of Metal Plate Connected Wood Reslnavbn v Arioshe de lac T d M d
Trusses^' for more detailed information. ConecIedos con Places do Metal"' para khornakson
Truss Design Drawings may specify locations of rues defallads
permanent lateral restraint or reinforcement for Los dibujos de cheese ds los lasses feeder, espeoibmr
individual truss members. Refer to the 3CSI-B3"' las lacalizaciones de resmcctbn lateral permanent. o
for more Information. All other permanent bracing relusom an star miembros indvtduales del lass. ✓ea
design is the responsibility of the building designer. Is hoja resumen SCSI -B3"' para mals inkrmadbn. EI
resfo de los dudes Use Reveries permanentes son st
respersabdidad del dsetador del Interco.
eDANGER The consequences of improper
handling, erecting, installing, restraining
and bracing can result in a collapse of the
structure, or worse, serious personal injury
or death.
IPELIGROI EI resuttedo de on manejo, levanfa-
agento, instalactdn, matricide y aragare inrorrecto !-
puede ser Is colds de he astrachan o
Site prior, henries o manses.
A9V Exercise care when remov-
ing
ing bantling and handling trusses to avoid-
damaging trusses and prevent injury. Wear
personal protective equipment for the eyes,
feet, hands and head when working with
images.
a f 1 rid Utilice tants s at quifar las stair -
o los a (dazes de metal de t, to rpara &vicar
Lasa a las trusses yprevepe la hence personal.
Lleve at equipo protective personal para class,
pies, manes y camera cuande manage we A �gtn ym Use isliblifyisitam
trusses special care in Utilice cutdado
Windy weather or especial en
near power lines agar ventososa
Handling - Manejo and airports. peace de cables
electrume o de
rreml Avoid lateral aeropuedos.
banding. Spreader bar
Evils Is flexion lateral for truss `
The contractor
is responsible for
properly receiving,
unloading and storing .0 O
the trusses at the
jobsite. Unload tosses
to smooth surface to prevent damage. Q Use proper rig- Use equipo apropaado
El couladoea liens la responsebifidad de recibir, ging and hoisting para levanfara
deseayar y almacenar adecradaignom los equipment, ampnarl.c
tresses on Is obra Desevrgue los tresses an to
fiery ltso para prevenir el data.
R1 Trusses may be unloaded directly on the ground at 1& DO NOT store
the time of delivery or stored temporally in contact
unbraced bundles
with the gmund after deliveri, if trusses are to be
upright.
storetl for more than one week, plana blocking of
(9.1 m
sufficient height beneath the stack of lasses at 8'
30'(9.1 ni
(2.4 m) to 10 (3 m) on -center tomo.).
45'(13.7 ne
Los trussesueden ser deice
P y
45'(13.7 m)-
men(eenelsuelo era9 uelmarriage de rEngage
eg
60'(18.3 m
salmacenados tem po an facts con at
60'(18.3 m)-
Cuero ddoe xis age S,fe
ee, lama are.sponga ren
80' (24.4 m)'
gal pare
Pam rues us U a
una semana, forge
gazand tle allure c de if pals
Fuer-de-Pbmada.
Use hueando
fts 10 pies
Use los Wises a 8 haste fOpies en centro tome).
_
Q For tresses storetl for more than one week, cover
Member
bundles to protect from the environment.
51 mm a24m
Para trusses guardados per mea do Una semana,
(S) 00 NOT store on
cobra los predates para prolegerlos del arrbaenfe.
uneven ground.
Refer to BC51"' for more
Riferttohandlingandjobsitestorageo.titin
informationuss per-
me Storage .
chords.-.-
Uses at /attain SCSI- pare tnrormacidn rues detal-
clarity.
less soots el exanejo y almacenado de los frosses
an Area de trabajo.
NO almacene
amnadimente les
trusses sueft s.
NO almacene an b'ere
desigual.
I
Hoisting and Placement of Truss Bundles
Rs comendaciones Para Levantar Paquetes de Trusses
DON'T overhand the crane.
NO sobaser yue la gram
N EVE R use banding to lift a bundle.
NUNCA use las ataduras para fevanfar on paquefe.
Q A single lift point may be used for bundles of
top chord pitch trusses up to 45' (13.7 m) and
parallel chord trusses up to 30' fial m).
Use at least two lift points for bundles of top
chord pitch trusses up to 60' (18.3 m) and parol- A WARNING Do not overload supporting
lel chord trusses up to 45'(13.7 m). Use at least structure with truss bundle.
three lift points for bundles of top chord pitch
trusses >60' T 8.3m) and parallel chard trusses tADVERTENCIAI No sobrecayue)a
-ars (13.7 m). &structure apoyada con el Paquette de
Puede user on solo lugar de revealed para trusses.
paqueles de trusses de la agenda superior haste Q Place truss bundles in stable position.
45' y trusses de edemas Paralelas de 31 Pus-Paquetes de trusses an una
.arms, posicidn eatable.
Use POT ls manes dos ponies dear con gropes de lasses de cuerda superior
inclinada
hasfa 60' y Wises ds cuepas en; us lar hasda
45�ma Use Por to mesas dos areas de lclan(ar can grupos de Wises de cuerda superior inclinada
mss de 60' y fasces de cuerdas paralefas mss de 45'.
Mechanical Hoisting Recommendations for Single Trusses
Recomendociones Para Levantar Trusses Individuales
Using a single Pick -Paint at the Peak can dama4-
reader
EI use de un solo lugar an el Pico pat levanlar puede
hater date at lass,
length
0.19.1 ne -
a0 PIES
car;4;
min (pttte Sppreader bar 1�.�in)
above inner.tl2ro -mid-height
Teglinrga9060 IES A 60 PIE9
SWe.eerbsr2l3m
Q
eHoldquipment
each Truss inposition with the erection �-- -r
&4 WutergN
equipment until tap chord temporary lateral Taplin&
to thel beariinstalled and the ta331a fastened TRUSSES SPTO ANa OVER SO- na.]m)
to the stearin Dints
TRUSSES HABTA Y 90BRE Bp PIES
9P
Sestenger Cada truss on consider, can equipo de area hasfa qua to restriction lateral temporal de
Is cuenda superior este instalado y el truss est$ Sartori ado an los soportes.
Installation of Single Trusses by Hand
Recommendacciones de Levanliamlento de Trusses
Individuales Per La Mane,
Q Trusses 20' Z Trusses 30'
'v
8.1 m
( ) or (9.1 m) or less, t
less, support supped at
near peak. quarter points,
Soporm Salons de
carte at pica los roados
los trusses I. - Trussesup fo 20' -),1 de Tramo los f Trusses up to 30' i
UP 20 pies o (6.1 m) trusses de 30 hal m)
menus. Trusses haste 20 pies pies o menus. Trusses basis 30 pies
Temporary Restraint & Bracing
Restriction y Arriostre Temporal
s
®
Refer to BC5182"'for more information.
*20
ord Temporary
Top Po ry
Uea of resumen BCSI-B2"' ria
ads in/ormacid
Reslrainl
)
Q Locate ground braces for first truss tlirediy in line.
with all rows of top chord temporary lateral restrai(see table in the next column).
s To.c., typ.
Coloque los shag. an de grm para el primertruss dieecfamncio en linea ron sada una o las
files de (ma la rig lateral temporal citso Is cuerdaBruce first
superior (vee la table en la Proxima columna).truss
securely
DO NOT walk on unbraced trusses. before
NO carmine an trusses su aloa 6aTOMDO NOT stand on truss overhangs until
Structural Sheathing has been applied to
the truss and overhangs.
p NO as pare an voladizos cerchas hoods
Revesftmtento estructural he side Refractor
d I...madam y ---
Steps to Setting Trusses
Las Medidas de la Instalacitin de los Trusses
1) Install ground bracing. 2) Set that truss and attach securely to ground bracing. 3) Set next 4
trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal
bracing (see below). 5tt Install web member plane diagonal bracing to stabilize the first five trusses
(see below). 8) Install bottom chord temporary lateral restraint and diagonal bracing (see below).
7) Repeat process with groups of four trusses until all trusses are set.
1) Insists los araosfeas de therm. 2) Instate attainments truss yate eagummende at ariostre de liens.
3) Insfale los prdximos 4 Raises ron regrowibn lateral temporal de miembro rorto (vee abaje). 4)
Insists at armach. diagonal de Is calendar superior (vea abs{o) 5) Insfale arriostre diagonal para los
planes de los miembros secundanos para astabilice los pnmeros cine (asses (vea abajoJ. 6) Instate
Is resMcctdn lateral temporal yarmostre diagonal para Is cuerda in/error (vee abajoJ. 7) Range date
procedamaenfo on gapes de maim Basses hada qua tacos los lasses &sten insfaladas.
amRefer to BCSIi for more information.
ties or resumen BCS1-92-parm mals tnformacice.
RestrainVoracing for All Planes of Trusses
Restricc/dn/Arriestre Para Tbdos Pianos de Trusses
Q Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach
to each truss with at least 2-10d (0.128x3"), 2-12d (0.128x3.25") or 2-16d (0.131x3 5") nails.
La madam 2x4 dasificada foresails as is raiders minima islands para resins inn lafeml yarnoslmmiento di-
e onat Again a once bre oemcnn al min'
9 g umo2davas led (0.f18x3'), 12d (0.128x3.25)d 10 fie 131x3.5
Q This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord lasses
(PCTs). See top of next column for temporary restraint and bracing of PCTs.
Este aigfodo de marriccstn y aides" as para We trusses excepto trusses de cuepas perorates
(PCTs) 3x2 y 02 ✓ee is parte superior der Is columna Pam Is mentioned y Stranding temporal de PCTs.
1t Inn CunGn r
Truss Span
Top Chord Temporary Lateral Restraint (TCTLR) Spacing
Laughed de Tram,
Espaclamrento del Ardosfre Temporal tle Is Coerda Superior
Up to 30
10 (3 m) o c. max.
(9.1 m
30'(9.1 ni
8'(2.4 m)..I. max.
45'(13.7 ne
(6.1 m) max.
45'(13.7 m)-
6'(1.8 m) are. max.
60'(18.3 m
SECTION A -A
60'(18.3 m)-
4'(1.2 m) oc. max.
80' (24.4 m)'
3) BOTTOM CHORD - CUERDA INFERIOR
'Consult a Registered Design Professional for tosses longer than so' (18.3 m).
'Cana iftes a an Professional Resiliendo de Deere para Irvsses mss tle 60 pies.
Q See BCSI-Bi for TCTLR options.
Idea el BCSI-132 las opciense de TCTLR.
FITORMI
Refer to 3CSI-B3"-
for Gable End Frame restraintlbracingl
reinforcement in format ion.
Pareanrormdcidn sabre mstriceidn/
en iosfre/remerzo are Armaz
p ones
Hasliales vee at resumen BCSI-Bal"
Note: Ground bracing not shown for clarity.
TCTLR
10"or>
�V
Truss aftachmenl
Q Repeat diagonal braces aces for each set of trusses. re aired also o s
P g q Pp rt
Reignite los arrlsotres tliagonales Pam coda gape de 4 trusses. Sectio
LATERAL RESTRAINT BE DIAGONAL BRACING ARE
VERY IMPORTANT
ILA RESTRICC16N LATERAL r EL ARRIOSTRE DIAGONAL SON
MUV IMPORTANTES!
2) WEB M EMBER PLANE- ! Diagonal Minis. gig ce
PLANO DE LOS M/EMBROS bracing
SECUNDARIOS ����1� n Thus
mamben��.
Web
A -A
eat
chords war
CM" spice. Affair
Diagonal braces every
UURwb-shimum&iN
10 truss spaces 20'
(0.1MAL51ronseachole
10' (3 m) -15' (d.6 m) max.
(6.1 m) max.
eigaiineoras specifiatl by me
Building ossgner.
Same spacing a s bottom chord
Note: Same chord and web members be s
SECTION A -A
lateral restraint
not shown for clarity,
32 mm 1.5 m
3) BOTTOM CHORD - CUERDA INFERIOR
Lateral Restraints - 2x4xi2' or
Fuer-de-Pbmada.
Tons
greater lapped over two trusses
Member
or CLR splice reinforce-
51 mm a24m
Note: Some chard
ment.
and web members
Bottom
not shown for
chords.-.-
clarity.
10'(3 m) -15' (4.6 m) max.
Diagonal braces every 10
truss spaces 20' (6.1 m) max.
Restraint & Bracing for 3x2 and 4x7 Parallel Chord Trusses
Restrlccidn y Aniestre Para Trusses de Cuerdas Paralelas 3x1 y 41
10'13 in) or Diagonal bracing Repeat diagonal bracing
Refer to 15'0.6 m)'o� every 15 truss spaces 30'
BCSI-B7"'tor more _ ='�-- / (fit in) max.
Information.
Veru at resumen BCSI-B7"'
para max inforreacibn.
S 2'o.c., hip.
webs at end of cantilever antl at
bearing locations. NI lateral US hunts
lapped at least two trusses.
'Top chord temporary lateral restraint spacing shall be tri (3 m) o.c. max. for 3x2 chards
and 15' (d.8 m) co. for 4x2 chords.
Installing - Instalacion Out -of -Plumb
Q Tolerances for Out-of-Plane.fti 77
Cargo De Construction
DO NOT proceed with construction until all lateral restraint
and bracing is securely and properly in place.
NO peoceda con /a cnnshu¢idn basis que tunas las resfdc-
ciance laterales y los ariesfres esi expcetlos an forma
spromada y segure.
DO NOT exceed maximum stack heights in table at right.
Refer to BCSI-Bit"' for more information.
NO exceda las.1treas mammas de monfdn. ✓ea or resumen
BCSI-B I -para rues tnformacabn.
7olerdeclds para Fvera-0e-Plano. D/50 D (fl.)
Length -� Mar Besv 114" 1'
u Max. w w"s"' ,� � i 1N• 2•
13 mm 0.8 m
Max Ease
1. Based on was ave toad ciao pater
grat For ouerwndigona, roared
-_ - Raagg slered Design Professional.
2.Inslall alecks of risenake uord
q y
asible.
Wss
NEVER slack materials near a peak, at mid -span, on cantilevers or overhangs.
NUNCA agile los mafenales peme de on pace, a centro de Is Are, on
cantilevers o Shares.
G DO NOT overload small groups orsingle trusses.
NO sobremyue pequedes grupos o Imsses individuales.
Q Place loads over as many Irvsses as possible.
Coloque las cosi sabre cantos trusses romo sea posible.
Q Position loads over load bearing walls.
Coloque las cargos sabre las parades soportantes.
Alterations - Alteraciones
Refer to BCSI.Ehii r42A,
✓ e el resumen BCSI-B5."' Tmasbad"nd'resuradadry
DO NOT cut, alter, or drill any structural member of a truss unless
specifically permitted by the truss design drawing.
NO torte, aItem o pedo s nattiest miembro estactural de un truss, a
mends que esdd especificamente permiftdo an el dibujo del diseso
del Lass.
MOM Trusses that have been overloaded during construction or altered without the Truss Man-
ufacturer's prioraPProval
may render the Truss Manufacturer's limited warranty null and void.
Trusses quo se han sobnecergado durame Is construction o Tran side afterados sin Is Refer-
Izacadn prem del Fabncanter de Trusses, peeden hater nolo y sin electo Is persona lamitada del
Fabrironte de Trusses.
-cei See eomporenl Menaced rerfar mon Information or ceneult a Ressured resign Professional air aaablana.
S13CA ■\Iuai TRUSS PLATE INSTITI
6300 ErIaT iSe Lane • Madison, Wl 53719 218 N. Lee alt_ Ste. 312 •Ale...I rL
y4" 3'
19 mm 08m
p i
$
-Lmpm
1' 4'
25 mm 12m
¢
o
Q Tolerances far I
Plumb
/line
1-114' S'
Outbf-Plumb.
�
32 mm 1.5 m
Tolerenciaspara 0/50 max
1-1/2" 6'
38 mm 1.8 m
Fuer-de-Pbmada.
1-314" T
44 mm 2.1 m
51 mm a24m
Construction Loadin
1. Based on was ave toad ciao pater
grat For ouerwndigona, roared
-_ - Raagg slered Design Professional.
2.Inslall alecks of risenake uord
q y
asible.
Wss
NEVER slack materials near a peak, at mid -span, on cantilevers or overhangs.
NUNCA agile los mafenales peme de on pace, a centro de Is Are, on
cantilevers o Shares.
G DO NOT overload small groups orsingle trusses.
NO sobremyue pequedes grupos o Imsses individuales.
Q Place loads over as many Irvsses as possible.
Coloque las cosi sabre cantos trusses romo sea posible.
Q Position loads over load bearing walls.
Coloque las cargos sabre las parades soportantes.
Alterations - Alteraciones
Refer to BCSI.Ehii r42A,
✓ e el resumen BCSI-B5."' Tmasbad"nd'resuradadry
DO NOT cut, alter, or drill any structural member of a truss unless
specifically permitted by the truss design drawing.
NO torte, aItem o pedo s nattiest miembro estactural de un truss, a
mends que esdd especificamente permiftdo an el dibujo del diseso
del Lass.
MOM Trusses that have been overloaded during construction or altered without the Truss Man-
ufacturer's prioraPProval
may render the Truss Manufacturer's limited warranty null and void.
Trusses quo se han sobnecergado durame Is construction o Tran side afterados sin Is Refer-
Izacadn prem del Fabncanter de Trusses, peeden hater nolo y sin electo Is persona lamitada del
Fabrironte de Trusses.
-cei See eomporenl Menaced rerfar mon Information or ceneult a Ressured resign Professional air aaablana.
S13CA ■\Iuai TRUSS PLATE INSTITI
6300 ErIaT iSe Lane • Madison, Wl 53719 218 N. Lee alt_ Ste. 312 •Ale...I rL
Delivery List
-
sBOH (IF)
L
I
SUPERINTENDANT
JOBSITE PHONE #
JOB NAME: MADISON SCHOOL DISTRICT
MODEL: TAG:
DELIVERY INSTRUCTIONS
MADISON SCHOOL DISTRICT
295 N. 1ST EAST SPECIAL INSTRUCTIONS:
REXBURG,ID
BUILDING DEPARTMENT
ROOFTRUSS
DATE06/26/17 Pane 1 of 0
SALES REP HOUSE - IF
SALES AREA IDAHO FALLS
LOT # SUBDIV:
JOB CATEGORY: CAT -1
OVERHANG INFHEEL
HEIGHT
00-03-15
1 REQ. LAYOUTS
REQ. ENGINEERING
QUOTE
35-7-0-7 1.15
ENDGUT RETUR11
I
NONE
NONE
LAYOUT I
I
SQUAREJ I GABLE STUDS 1 0IN. -o
ENGN. ILLD
106126117
ROOF TRUSSES LOADING
ROOF TRUSS SPACING: 24.0 IN. O.C. (TYP.)
TCLL-TCDLBCLL-BCDL STRESS INCR.
1
INFORMATION
35-7-0-7 1.15
PROFILE CITY PITCH
O/A O/A
LUMBER
OVERHANG CANTILEVER STUB
WEIGHTS
PLY TOP BOT ID
HEIGHT SPAN
TOP BOT
LEFT RIGHT LEFT RIGHT LEFT RIGHT PER TRUSSTOTAL
7 6.00 0.00 T01
04-03-15 13-00-00
2x4 2x4
01-06-00 01-06-00
46.26 323.82
11 6.001 0.001 T01GE
104-03-15 113-00-0012x41
2x4101-06-00101-06-001
1 1
54.67 54.67
THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION.
(EXCEPTIONS NOTED) Tallest Truss In Order
Total Number
Feet -Inches -Sixteenths
Trusses In Ord
RECEIVED BY:
DATE:
04-03-15
8.00
Manufactured Truss
THANK YOU FOR YOUR BUSINESS.
Weight Total
378.00
DATE06/26/17
Delivery List REQ.
® ORDE
DELI%
- DATE
A ORDE
17
JOBSITE PHONE # I I SALES AREA IDAHO FALLS
BOH (IF) JOB NAME: MADISON SCHOOL DISTRICT LOT# SUBDIV:
s
° MODEL: TAG: JOB CATEGORY: CAT -1
0
DELIVERY INSTRUCTIONS:
o:
S MADISON SCHOOL DISTRICT
e 295 N. 1ST EAST SPECIAL INSTRUCTIONS:
o REXBURG, ID
BUILDING DEPARTMENI
ROOF TRUSS
OVERHANG INFHEEL HEIGHT 00-03-15
1 REQ. LAYOUTS
REQ. ENGINEERING
QUOTE
ENDCUTI RETURNI I
NONE
NONE
I
LAYOUT
SQUAREJ I GABLE STUDS 1 O IN. OC
I ENGN. ILLD 106128/17
ROOF TRUSSES LOADING TCI TCDL-BCLL-BCDL
ROOF TRUSS SPACING: 24.0 IN. O.C. (TYP.)
STRESS INCR.
INFORMATION 35-7-0-7
1 1.15
PROFILE
QTY PITCH O/A 0/A LUMBER
OVERHANG CANTILEVER STUB
WEIGHTS
PLY TQR BOT ID HEIGHT SPAN TOP I BOT I
LEFT I RIGHT LEFT RIGHT LEFT RIGHT PER TRUSS TOTAL
I�
7 6.00 0.00 T01 04-03-15 13-00-00 1 2x4 1 2X4
01-06-00 1 01.06-00
46.26 323.82
1 11 6.001 0.001 TO1GE 104-03-15 113-00-0012X41 2x4101-06-00101-06-001
1
54.67 54.67 1
THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION.
(EXCEPTIONS NOTED) Tallest Truss In Order
Total Number
Feet -Inches -Sixteenths
Trusses In Ord
RECEIVED BY:
DATE:
04-03-15
8.00
THANK YOU FOR YOUR BUSINESS.
Manufactured Truss
Weight Total
378.00
Delivery List
MR
JOBSITE PHONE #
JOB NAME: MADISON SCHOOL DISTRICT
MODEL: TAG:
T11 MADISON SCHOOL DISTRICT
I[1jj 295 N. 1ST EAST SPECIAL INSTRUCTIONS:
o REXBURG, ID
BUILDING DEPARTMENI
ROOF TRUSS
DATE 06/26/17
17-067300TR
SALES AREA IDAHO FALLS
LOT # SUBDIV:
JOB CATEGORY: CAT -1
OVERHANG INFHEEL HEIGHT 00-03-15
1 REO. LAYOUTS
REO. ENGINEERING
QUOTE
ENDCUTI
RETURN
NONE
NONE
LAYOUT
SQUAREJ
I GABLE STUDS 0 IN. OC
ENGN. ILLD 08/26/17
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-SCDL
ROOF TRUSS SPACING: 24.0 IN. O.C. (TYP.)
i STRESS INCR.
INFORMATION 35-7-0-7
t15
PROFILE OTY PITCH O/A OIA
LUMBER
OVERHANG CANTILEVER STUB
WEIGHTS
PLY TOP BOT ID HEIGHT SPAN
TOP BOT
LEFT RIGHT LEFT RIGHT LEFT RIGHT PER TRUSSTOTAL
7 6.00 0.00 T01 04-03-15 13-00-00
2x4 2X4
01-06-00 01-06-00
46.26 323.82
1 1 I 6.001 0.001 T01GE 104-03-15 1 13-00-00
1 2x4 1 2X4
101-06-00 101-06-00
54.67 54.67
THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION.
(EXCEPTIONS NOTED) Tallest Truss In Order
Total Number
Feet -Inches -Sixteenths
Trusses In Ord
RECEIVED BY:
DATE:
04-03-15
8.00
Manufactured Truss
THANK YOU FOR YOUR BUSINESS.
Weight Total
378.00