HomeMy WebLinkAbout0879.95.19PREFABRICATED WOOD TRU55E5
QUALITY A5RANGE:
A. Truss Design Standard: Design Specification for Metal Plate Connected Wood
Trusses published by Truss Plate Institute (TPI).
B. Wood Structural Design Standard: National Design Specification for Wood
Construction published by N.F.P.A.
G. 6rodinq of Lumber: Provide lumber graded by a recognized agency, with rules
and service complying with requirements of American Lumber Standards Committee
and PS 20. Use only lumber pieces which bear inspection service's grade mark,
unless otherwise indicated. (Remove mark during fabrication if necessary).
D. Truss Fabrication Standard: Quality Control Manual published by TPI.
E. Fabricator's Qualifications: Minimum of 3 years experience in .successful
fabrication of trusses comparable to type indicated for this project.
SUBMITTAL.
A. Product Data: Submit fabricators specifications and installation instructions
for required work covering lumber, metal plates, hardware, fabrication process,
treatment Of any), handing and erection.
I. Submit certification, signed by an officer of fabricotinq firm, indicating that
trusses to be supplied for project comply with indicated requirements.
2. Submit certification by treating plant that required treatment complies with
specified standard.
B. Shop Drawings: Submit shop drawings showing species, saes and stress grades
of Lmber to be used: pitch, span, camber configuration and spacing for each type
of truss required; type, size, material, fvvsh, des* value, and location of
metal connector plates; and bearing and anchorage details.
I. To the extent engineerinq design considerations are indicated as fabricator's
resperwbiGty, submit design analysis and test reports indicating loading,
section modulus, assumed allowable stress, stress diagrams and calculations,
and simile r information needed for analysis and to ensure that trusses comply
Kith requirements.
2. Provide shop drawings which have been signed and stamped by a structural engineer
licensed to practice in the state where trusses ore fabricated.
DELIVERY, STORAGE, HANDLING:
A. Handle and store trusses with cars, and in accordance with manufacturer's
instructions and TPI recommendations to avoid damage from bending, overturning or
other cause for which truss is not designed to resist or endure.
B. Time delivery and erection of trusses to avoid extended on —site storage and to
avoid delaying work of other trodes whose work must follow erection of trusses.
MATERI AL5:
A. Lumber:
I. Nominal sizes, are indicated except as shown by detail dimensions. Provide actual
sizes as required by PS 20, for dressed lumber, 545, unless otherwise indicated.
a. Provide seasoned lumber with 19% mmiirrxxn moisture content at time of dressing.
2. Lumber Species: Douglas Fir, Hem —Fir, Western Larch or Southern Pine, at
Fabricator's option.
3. Lumber Grade: For species used, comply with following, stress —rated grade
(or grades if more than one specified at Fabricators option).
a. WWPA Grade: Select Structural
WWPA Grade: No. 1
WWPA Grade: No. 2
b. SPIB Grade: Select Structural
SPIB Grode: No. I
SPIB Grade: No. 2
A. Stress Rating: Provide lumber which has been either graded or tested and certified,
at indicated moisture content, to have the following minimum values:
a. Fb = 1850 psi
Ft 1050 psi
Fc = 1450 psi
E 1,800,000
5. Metal Connector Plates, Fasteners and Anchorages:
6. Connector Plate Material: Metal complying with following requirements, unless
otherwise indicated; not less than "0.036 thick, coated thickness (Contractors
option it more than one metal indicated).
a. Galvanized Sheet Steel: ANSI /ASTM A 446, Grode A, Goatirq 660.
7. Fasteners and Anchorages: Provide size, type, material and finish indicated,
complying applicable Federal Specifications for nails, screws, bolts, nuts and
washers and anchoring devices.
FABRICATION*
A. Gut truss members to accurate lengths, angles and sizes to produce close fitting
joints with proper wood —to —wood bearinq in assembled units.
B. Fabricate metal connector plates to proper size, configuration, thickness and
anchorage details required for types of joint designs indicated.
G. Assemble truss members in design configuration indicated using jigs or other means
to ensure uniformity and accuracy of assembly with close fitting joints. Position
members to produce design camber indicated.
D. Connect truss members by means of metal connector plates accurately located and
securely fastened to wood members by mews indicated or approved.
6ENERAL:
A. Erect trusses with plane of truss webs vertical (plumb) and parallel to each other,
located accurately at design spacings indicated.
B. Hoist units in place by means of proper lifting equipment suited to sizes and types
of trusses required, applied at proper lift points as recommended by fabricator,
exercising care not to damage truss members or joints by out —of —plane bending or
other rouses.
G. Provide temporary bracing as required to maintain trusses plumb, parallel and in
proper location, until permanent bracing is installed.
D. Anchor trusses securely at all bearing points to comply with methods and details
indicated.
E. Install permanent bracing and related components to enable trusses to maintain
design spacing, withstand live and dead loads including lateral loads, and to comply
with other indicated requirements.
F. Do not cut or remove truss members.
10
in
5 1/2"
BRO.
SCALE: 114 " -I' -0"
49' -3"
48' -4"
51
BRG.
�o
I
SCALE: 114"-l'—O"
LOADING CRITERIA
LL. - 30 P51F
D.L. - 10 P5F
G.L. - 10 PSF
THIS TRU55 ON
C OF STUD WALL
�t
I.
o
It
d
V
Li6
co
a_
m W
N_ W
LU
W
W
V
Is,". D
� W U
a
W
4
1LM
0
u
We
U I °-
S�<
1
a �o<
00
e
N Q
2
d) d
N 0
F r
w
CO Q
r-
m
�i
C E R T I F I E[
0 i
N0.
880149.`4
STAM Of
Ilk
R E V I S 1 0 N
DRAWN BY: HARR
CHECKED BY: ME
DATE: 8/14/1q
COMM. NO: c 5C
DRAWING
S2.2
PROVIDE SPACE FOR 3O`xI4"
10
in
5 1/2"
BRO.
SCALE: 114 " -I' -0"
49' -3"
48' -4"
51
BRG.
�o
I
SCALE: 114"-l'—O"
LOADING CRITERIA
LL. - 30 P51F
D.L. - 10 P5F
G.L. - 10 PSF
THIS TRU55 ON
C OF STUD WALL
�t
I.
o
It
d
V
Li6
co
a_
m W
N_ W
LU
W
W
V
Is,". D
� W U
a
W
4
1LM
0
u
We
U I °-
S�<
1
a �o<
00
e
N Q
2
d) d
N 0
F r
w
CO Q
r-
m
�i
C E R T I F I E[
0 i
N0.
880149.`4
STAM Of
Ilk
R E V I S 1 0 N
DRAWN BY: HARR
CHECKED BY: ME
DATE: 8/14/1q
COMM. NO: c 5C
DRAWING
S2.2