HomeMy WebLinkAboutTYPICAL TRUSS ENDBJ1
BJ'
BJ�
N
00
UD
••
•
-_ j
BJ5
BJ3
BJ1
td
bd
Izd
1—
r.T
r n
121 REVIEWED ❑ REVIEWED ASNOTED
❑ REVISE & RESUBMIT ❑ REJECTED / RESUBMIT
0 NOT REVIEWED ❑ FOR YOUR INFORMATION
teat
and general'compliance with the Contract Documents only.
Notations Do Not Authorize Changes to Contract Sum.
Approval, comments and/or corrections dnI not tulip— th.
rminc
nc
a
D
v
D
Cil
D
41
D
�)
p cesse
appatibil
rk with
w rk in a
C
T
techr
ly of m
other t
afe and
ntract
0
Ions,
ques
terials
3des ar
satisfac
cume
DESIG
erani
nd s
ind m
d su
ory m
s
4 GR
es, cle
quenc
iterials
ontractlq,
nner
irances,
of c
roordinE
per
or ful
fa ri
)nstruci
ion of Ifleir
an
pli
ion
on,
of
Isthe
"A
D
�)
D
41
(1
D
D
�
1
DAM
A.E
tlMt
7'
MV2
/h
ru
AlIZ
Al
'A'
-
N
-
EJ7A
AlA
M
J
24
❑,C,
24
❑,C,
814"
G1
r*1
M
►o
N �
BJ5
BJ3
BJ1
td bd w
- - - 01 - - W � file Cop
SCHEDULE
muss BEARING HEIGHT SCHEDULE
LESS NOTED OTHERWISE
rERHEDER
ANGERS ARE USP 'HUS'16%
8'-8" ELEV.
TRUSS DBOI C<i1DOA
L1WI TRUSS DESON O.Mu
L 20 psf.
T.CLL40 PAL
L 7 psf,
T.CDL 10 "1.
L 10 Psf.
B.CDL 5 Ps1.
55 "L
37 p.sf.
TION FACTOR 1.25
NDARD ASCE 7-10
FLOO2 TRU55 MAY BEADJUSTEDED]
160 MA
2' FOR PLUMBING IF NESSARY
EXPOAIRE C
FLOOR TRUSS SPACING
lY� nosn
2'—D' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
16
H4 E3
8„
�-� 1 — D BRIG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES TMTHOIT
AUTHORIZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACHCHARGES WLL BE HONORED.
WARNING
oaWNm+AL nunNc, nsrna, AraAn NDaIN(TIT NRAORC d Nor nc
4elfR'f CF lIE naSS OLRGQL ILT1E YANRFACnIWn611RU55 iAWAG1Qt RAW6
Damno reuses ARE rANnvNn ro Su P,arElsORAL AWRE RtaaxR
aeTnION NrAo,9 rmGR Is Auras ImEen ro i,cTv,r nwANc Na
9owORc aria ERECTIae Ara iDaarRlrt a+AGa ANiOI MAY rE Rxamin
52 �A4.R �® lWI5R5 minrtART Ala
ramlmmAnOC (eo—Bl) EOi ETan9R IFvaU11WL
T— M VEI6TAMT0 N A SI r Ala PRAMS POATOR. Was ND svAnDa
a APRAD IWeRnLY TO — —/OR sons aaas — — X WAILED
u m[mnn
a n¢ FI+vAFldD ®GA 1WI59s suu ff NAROID �
NE. WRAHE c,Ra Duran ET¢cTAOR ro pfhlFTrT DAIALE aR PERsaNAL IAlar.
NOTE
IT Is THE RESPONSIBILITY OF THE MUING DESIGNER OR
ARCHITECT TO PROMDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/CAR PLUMBING (AND iRTI7R CORONECTICNS)IN TRUSS SPACE
MUST BE OAGWINED BY dIIRDEA O1 PP
MUST 77TU55 LAYOUT
PRIOR N FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER VMOSE
RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBED IN WTCA
1-1995 *DESGN RESPONSIBSITES'. ACCORDINGLY, D DISCLAIMS
ANY RESPONSOUTIES AND/C R LIASUTY FOR THE CONSTRUCTION
DESIGN, DRAWNGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE MALL ACKNOWLEDGE.
1) AUTHORIZATION TO PROCEED MATH FABRICATION.
2) VEi9fTCATION OF ALL DIMENSIONS AND CONDITIONS,
INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT,
OVERHANGS, OTUNCS, LTC
]) TRUSSES MALL BE MADE IN STRICT ACCORDANCE
NTH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PACE AND AGREE TO BE BOUND BY mEL.
SGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SIP DATE IS BASED ON OUR CLQa@/T DELIVERY SCIiDUM )
R
E
V
1
s
I
D
C
N
S
RANEY
COMPONENTS,
LLC
dependece Blvd.
O FL 34736 RA" NEY
52-429-9429 ® CO PONEN
—429-7429
E—MAIL,TrvesPlGnt@aneycomponents.com
orton
LtEAF
18 Creekside
Aria "C"AT
• NBw�Wc' 1D-t - 0t7 CALM Sol S