HomeMy WebLinkAboutS2.5a
REPRO GRAPHICS, INC. 520343
n
f�?LD 'I?oWw--,
rizm4 N �
I I
AOOV e� Wr TV97 -
2A 9, Np, ) e Iv'o,c.
ROOF FRAMING
1. SPECIAL AND EXTREME PRECAUTIONS SHOULD BE TAKEN TO ENSURE
THAT THESE TRUSSES DO NOT BEND MORE THAN 3' -0" OUT OF PLANE
DURING FABRICATION, HANDLING, SHIPPING AND INSTALLATION.
SPECIAL ATTENTION IS CALLED TO THE NECESSITY FOR STRICT
ADHERENCE TO THE HANDLING AND BRACING RECOMMENDATIONS SET
FORTH IN TPI PUBLICATIONS BWT -76 AND HET -80. MAKE CERTAIN
THAT TEMPORARY AND PERMANENT BRACING IS ADEQUATE AND THAT
TRUSSES ARE INSTALLED STRAIGH"f AND PLUMB. BE ADVISED THAT
TRUSSES WITH BROKEN OR DAMAGED MEMBERS OR CONNECTOR PLATES
ARE NOT ACCEPTABLE AND SHALL BE REPLACED. REPAIR OF ANY
MEMBER IS IMPOSSIBLE QUE TO THE CRITICAL NATURE OF THE
STRUCTURE.
2. TRUSSES AND GABLE ENDS SHALL BE BRACED PERMANENTLY AS
RECOMMENDED BY TRUSS MANUFACTURER.
3. LATERAL BRACING OF TRUSS MEMBERS SHALL BE AS SPECIFIED BY
TRUSS MANUFACTURER AND SHALL BE SHOWN ON SUBMITTED SHOP
DRAWINGS.
4. PROVIDE 2 x 4 DIAGONAL BRACING (IN PLANE OF WEB !JEMBER) AT
EACH WEB MEMBER REQUIRING CONTINUOUS LATERAL BRACING OR AT
INTERVALS OF 16 " -0" ALONG TRUSS LENGTH. INSTALLED DIAGONAL
BRACE SHALL BE SPACED INTERMITTENTLY ALONG BUILDING LENGTH
AT SPACINGS NOT TO EXCEED 16' -0•' ON CENTER.
5. CONTINUOUS 2 x 4 LATERAL BRACING AT BOTTOM CHORD SHALL BE
SPACED 10' -0" MAXIMUM ON CENTER FOR FULL LENGTH OF BUILDING.
PLACE 45 DEGREE DIAGONAL BRACE BETWEEN BOTTOM CHORD BRACING
FOR FULL WIDTH OF BUILDING BOTH ENDS.
6. ALL WOOD TRUSSES SHALL BE HANDLED, ERECTED, AND T- EMPORARILY
BRACED DURING CONSTRUCTION AS PER RECOMMENDATIONS OF,TRUSS
PLATE INSTITUTE, INC. (TPI)
TRUSS SUPPLIER TO SUBMIT TO ARCHITECT PRIOR TO FABRICATION
TRUSS SHOP DRAWING CERTIFIED BY AN ENGINEER REGISTERED IN
THE STATE IN WHICH THE BUILDING IS TO BE CONSTRUCTED.
i r
GC�cl�T`�
� CI- �M,NEY
HuTf rlvcf FW fTfcc,
AC-�- To IM Aiz-
111 11111111!117 I •_ i w 1 I 1 __
II DPI
HkL17 F(W[ --
f)a Pm az., - Zr to
(Tyr.) oo Ire' v,C'
Iii � , /•'
I
i
i I i
Il�fi
T
rl
777-777
77
I ,
- -- - -- - - --
Z �
ZkI2
Zx12 d
I
12
�2
II
N fj Gr ✓i ��G
It-Trrrr7 T. I Z�-
I i'?, s ✓,
HEADEX.. _S.GJdEbULF-
_
0
HedDER.
3
t - 2x to
4
s- ?x12
3- 2x 6
(0
3- ?x 12
7;
2 -4 %K Y/ lit'KII "fv.
FLI" It ALUW4 ►JAILED
S
IOQW1171 GvWG. LIWTEL
�/ (4) 4 ar.Rs
.J I
(21 2 x 12 - --
-- tom- - -_ -- � -- -
ZXg
2
I
i
/'k U. 11- v , , -ro I-IpU�
(2>4KIp Wjfn I /211xgyea
_'U'�Y/D P s E��t=p �IOGE
to
z�
\ l
Nj •�'
I
� � T
--T-7 - --
�' -2-
Al
i
i
i
E\\q
�o
�;,✓ ,��. i +mow �•� �,� -��.
�TYPtrn.l,)
{ 1
i I
1 �zo�- r /14-N
•� �p,�: 3 /�It _�I,�I'
i 25j 1 k i2u
V�
c
W
0
Z
N
0 Q
V
N
N
C 0
•� 4) M
.> TO M
V
0
0
0
0
0
LL
cn
C
C
m
'o
a
WH
a
W
Z
J
a
Z
H
)z
LL
LL
O
cr
elig pefoid jaays
0
z
r� . N
o
y
m e
w
O z
O a
O
y � � 0 0
W
�--
°
►--r J
co
z
<Q
o
J N
W "
Q
—+ o Uc
❑ �a s
2 N
N
N
C
II KI
Q J V co Y M
S 2.50 5