HomeMy WebLinkAboutTRUSS DRAWING1
II �.
1 I
1, I
A=LIFE SAFETY WARNING
his!syrI bol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TFUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
P MULTIPLE PLY TRUSSES MUST BE
AS ENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
1. N OINEERING DRAWING TO DETERMINE
,.-.,.,. tl 94g -yw
IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
3 p Span or Less 30 n
� to 60 Span
�
degrees Sprea er Bar
�� �•�
Tess -
licg _ Approx 213 to___,
I i Jx.
Line 1/2 of Span
�I REFER TO BCSI
one used. Truss must be set this way if crane used.
m t, h This is an example, truss may not match.
W\;y Insist crane operator sets truss this way.
All load bearing walls, headers,
I beams & lintels must be in place
at indicated height before trusses
i are installed.
IF- F: N O T E
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
%NY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
r NSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Carrying Girder
For Truss to Truss
Connections see
�Ia nger/connector Nails must be as
shown. Guide tabs o
schedule In engineering Dome angle nails.
package.
Carried Truss
SEAT TES BY CHAMBERS
,IP,';AHHIF H C...; E' ., Z, I, N IC.l A-M,' I
r.
CORNER DETAIL
CoE RHfWGS ')I tiNFOPMARIT-1
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
12
4.00 F-- —
8-
12 1 2.00 o
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
TRUSSI=S FOR THE FIRST MODEL SHOULD BE SHIPPI=D AND SUCCESSFULLY SET
� ARRANGEWITH CRANE OPERATOR IN ADVANCE FOR A SP
� Do not stand on trusses until they are braced per BCSI & properly
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
_ 15'-3" 71419'-9"
I I I
F F
r�mm
A 50
11110
or
Four
NO
0004
OAF
1090,00,
IN
FRI
002
—
III
P004A
INVERTED IV WEBS AT CENTER
50# POINT LOADS PER TRUSS FOR AMM
�11010
�1
w
F101.1,100AA
'A
i0o
=101100
0104A
.Oj
— —
I I ! I
14'-4" I 69-4" I 14'-4" I I
i' CLOUZSED AREAS A'1-E OF
PORCH RIGHT SPECIAL CONCERN do MUST BE
CHECKED CAREFULLY & MAY
INDICATE DEVIATION FROM
PLANS., �••�__��
I
I
r
"
PORCH LEFT
a
The Architect's or Architect's representative's
shop drawing approval is NOT a
"rouble check" of the contractor.
The contractor shall remain responsible
/ � for checking field measurements and
Y),,
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
I their re s ctive locations
Approved By -
Date:
/1 Braden & Braden A.I.A. P.A.
J
FABRICATION AGREEMENT•
TRtXM CANNOT BE STAMM UWX! nN AGlEEIkER • Ig groHED b
Tlie mmN
MDd dssc►k>dpt dtha property where the ftEnMW
tnrsaes vrfr be frrataled
III d lillilljlllllillilliiiiiijililliI
1:-ThMn wttt be ands In strtat Ir000tdetfoe wM ft buss p�,a,t dMoram «
whkhls the sole for dower ft. moo dflier '
z.-Aldt.„er,:km in fh�a„a, rim been, byte
A Urreie vwflten notice k provided by C-W=1d mH to ChWrrbwv Tnwa W*n tan
w 0w noflce °�°. tea no VIA be •tlow.d..ln .
- to bull Ibpalra regtifed. Orb R60LOS COmctrus , T� � InwW
ws
4. T�he` u.�nndiIiif�ea °�dyWMedoee noepc of SM 1 act"
�•w7 Is td Job skL It In the buyars•,�po„ , MMMY d wrCVL fL
p dcha T hers Ihs sok authortgr_-to dstaka the Jw0111`M111WW job oft 1* e
bw)ob a" for The borer de
a respons+t)b for Ofreddiaor,e` i"b°�" Truce MFm be rF�ev«>aw. ford�.,Fp �„�, onA,
because job oft aria praperod t r de°70yr Oxpali°� It Ctwnbera Tiuss has to redegv� i
Burs li Clwnbers Tnbr or Ia not Psparad for delvery or tnwsee
s. Pfloe .. shown cost. due to atle oxndtm tlo,
6
4 T below Is to doW N any dwoes are. made hi
ri tayoui. A $W per hour fee for "Atkin maybe ducw
mped by abms Tn...
a ° wr
ORDER to C nbers. Tn= of 9W sum spread t4 or r reasOrAble • `
Y trunks Prlm krvoiw WE be made on d*,ay srW paid wtthtn terms d
TaY. be made at schedrJod date bt detivery MOf 1111161,11cew
buyer cannot coos
anrey's fee co0ed8rq In event d°fie to pay Cftambers.Tryp ►essoosW
drams will!be added for al sums not pale �o not &n*arsda 1-1rz x per.-KNO SOMM '
a stpnaiws err Inroals anywhere on rt>Is sheet ,10f1t to all tsmu herein.
• $In payment
omsWeradon OfChambers Taus exbenov aedtt for thk material tl'rs urderslpned �y >ri+arsnbese when due ofmW and .,, t d1eu thimbns em Taby-any eglty recetvkp maserlat and as uraerat�o
d ; a owed t
tndudlnp atQon,eya fees. a defaadt h payment irx era 12 be made by
event Of =q► tlrpstiprr cor,ab„,l„o f}� a,D„ „ma,e tuna fumished hereunder -
or payments referred to Iroretr, dw partbs owes that the aple venr� W arry such action
wN be saint tads carp► t�ortda.
11. t)atiQt respOrmondeerrs per "Natlon;t Sta ff Ar,d
ANSWIPMMA� Ushp Metal Plate Cmwcbd Wood
R red Gridelrrq On
-DATED 5 ..-.•.� -
$tONED
-Aspneaderbarmaybete"Wper"BCSII-0Wbpmentkjtsy&dnmgm.
= Multiple ply trusses must be fastened together per engGraering
baton they are set; failure to do so can r"utfln roof copapaie.
temporary and pemtanent bracing are required and can Satre we
and property and In the rasponsibW of the truss erector,
-Study the contents of the I ,III; atlon packet Included on deftery
bf ibm setting tug"$.
:T1lrtttmnnwdbesetandbraced p rdtt *jDprM ttl*"p.a n g9m
Trusses must be set plumb and aquam
Do not feet bunks or stack of plywoodr rooting ntaterlal of any
:other cdht*n ratrtd loads on trusses, this can cause cogap" .
DO -NOT SET TRUSSES USING THIS ".your
USE LAYOUT DEUVERED WITH TRUSSES TO SET TRUSSES
:.= CHAMBERS TRUSS INC
3106 Oleander Avenue
Fort•Plerc* Florida 34982-6423
800-551-5932 - -
-_ i? rt Flame "Z465-=12 Fax M466-s711
Vero Beach - M45OM12 Stuart 7 2-286-3302
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
in Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Forte Resisting
.,
Roofing Material
Shingle or Shake
0
Loading in PSF
Roof R.D.L.
Top Chord Live
20
o
Top Chord Dead
7 4.2
o
Bottom Chord Live
10 Non -Concurrent
®_
—
Bottom Chord Dead
10 3
M `�
TOTAL Load
37 7.2
m
Duration Factor
1.25
m
>>%
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
tto
Bottom Chord C.B.
Sheeting by builder.
v
~�
Highest Mean Height
16-0"
Building Type
ENCLOSED
Building Category
II:Non Restricfive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
K.U.L.=Restrainin Dead Load C.B.=Continuous Bfaci
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:%O/t/ems"
Date: 10/07/15 Revised: 10/15/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
71' CARLTON 3BED REAR PORCH
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11392 -7Y615
.M