HomeMy WebLinkAboutTruss Diagram=LIFE SAFETY WARNING
This ;symbol identifies Life Safety Warnings that should be read
givep special attention by all persons installing trusses.
11
SPACING NOTE
ALi_ TRUSSES ARE TO 6E SET
Al 2"-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MU51 BE
�STENED TOGETHER PER ENGINEERIN(
BEFORE SETTING. REFER TO
'VGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
i
DON'T LIFT TRUSSES
it WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
Span,or less 30' to 60' Span A
Sprea er Bar
�c de.Trees
r �esc
so%r
cpprox.
r I
13�s1
awry
T
i s•
If crane used.
rnple. v
t „or not moth
e <ee c
_... . ss this way.
keg f—APprox 2/3 to
Line 1/2 of span
REFER TO BCSI
,ss must be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed.
I,1 II "AiV E=>I—III FR iVOTIII
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTNailsbe as
de tabs o
uhedule in engineeringe nails.
package.
SEAT PLATES BY CHAMBERS
U kEPRESENTS A HANGER
Han then Schedule
1 Ice F tT iS 6 fnr 7X4_ St JH46 for 4X2 exceDt as shown
HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED
BY CUTTING HIP
VALLEYS IN
HALF
&
FINDING CORRECT LOCATION
ARRANGE
WITH
CRANE
OPERATOR
IN ADVANCE FOR
A SPREADER
BAR OF 17'
- 23'
IN
LENGTH
Carri
trus
d
Carrying
truss
Hanger ID
Fasteners for
Carried truss
Fasteners for
Carrying truss
*Pleal!e refer to Standard Engineering package for general instructions on Installing nangers.
I Od=0.148"x 3" 16d=0.162" x 3 1 /2"
R
11
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
.` AT A HEIGHT OF 10'-0"
ABOVE FINISHED FLOOR
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 12'-0'
ABOVE FINISHED FLOOR
" INDICATES LOAD BEARING
REQUIRED BY TRUSSES
.: SUPPLIED BY BUILDER
AT A HEIGHT OF 22'4"
ABOVE FINISHED FLOOR
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN
A
\
1
X-5-
—I-__•,I
01 .C7(7urED AREAS ARE OF
/ SPECIAL CONCERN & MUST BE 1
CHECKED CAREFULLY & MAY
1 INDICATE DEVIATION FROM
��•^PLANS., ��►•—� � `—'
I I I I I I 1
5' y 27'-3" 1 17 I, 3•_11" 1, 1a_o•
NOTES:
* ALL BEAMS ARE BY OTHERS.
* BUILDER TO OVER FRAME ROOF AS NEEDED.
* LAYOUT DRAWN FROM INCOMPLETE SET OF PLANS,
BUILDER TO VERIFY END CONDITIONS AND CEILINGS.
UNSUPPORTED JACK CONNECTION DETAIL
arena r., b.a.e ors Tap ae�a .�e w. eoY„Ooa
..� 1OtrIS�wt ],YYY CnY.WC ] Y1t0 lyre
LbrlY Wptr9YW
wax t•"w'BI
� awuerar�n—r�7r
M Yr41ai_Y.
J `%
/ `%
Imo'—_J
J.
2.00 tr 2 `,%`
/ m
_ ,0 %
3 I
1 3 /
1 /
%% upset=1/4• heeler 13116'
`�`
PLUMB CUT END 2x4Top Chord r—�'
1 WALLHEIGHT 10' /
`% END DETAIL: PORCH j
````-----''''
12
i aI 1r �
1 3 1
J.
%% upset=lW heel-43116"
PLUMB CUT END
1 2 x 4 Top Chord /
WALL HEIGHT 12'
%% END DETAIL: ENTRY
.%%
i %`
s.00
12
f
r W %
1 a 1
1 1
1 1
% /
,%
�% upset=1/4" heel=43/16' ,i
`'�� PLUMB CUT END
". 7 �FCY 2x4Top Chord
7 ; WALL HEIGHT 10'
% TYPICAL END DETAIL
70 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
FABRICATION AGREEMENT'
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
Tie legal description of the Property where the trusses will be Installed Is:
The undersigned eeknowledpes and agrees. _
I. Trusses. will be made fn strlc accordance wtih tide truss placement diagram layout
whlchIs the ads suttodty for detenNning.succawfLd fabrication of tine trusaea.
Z AI dlmanakna In mta layout have been verities br the radarslgned.
3. Unleai wrl0arh rhotica b provided by Wertmed Hier m Chambes reuse witihph tan (70)
days of delivery that undesigned agrees that n o taxdcoh Is vAl be allowed. In the event .
such written notice Is fumlahed Chambers Truax shall have three (3) buaywss days In which
to begin repairs reghdred, orm substimJe cthectmssea, at Chamberso6t13n:
4. The undersigned adagwledgas receipt of "SCSI J or UMMMY sheet by 7PI 8 WTCA.
'6. Deto aka. It Isthe buyer s'responsiblUy to make lire Job she w1= for
da8vary. Chambers Truw has the sole autiority to determlrre the w8ablaly o! the Job ells or e
The portion
uyeo r Isa�ponsible fora e for ditbrel delivery
e x en bat responsible for dump delivery Weer
because job site Is not prepared for ry expenses a Chambers Trues has m redsses.
Is responalble m Chambers T delivery
tsatn oosor r is due Is not �she �wnndtt ons. dWery or incases.
6. Pike as stows lit paragraph 7 below k subjea m change If any changes are. made b1 '
J,Buyer
his.idyouL A $W per hour Tea fa revisions may be charged by Chambers Trues. '
.7: This Is a PURCHASE ORDER m Chambers. Trues of the sun agreed tat, or If n'
agreement a rea :na price. Invoke will be made on delivery and paid within terns of net
.on delivery. Irncce may, be made at scheduled date of. delivery If buyer cannot accepi
delivery of fabricated trusses. The undersigned agrees to pay Chambers.Truss reasonable
atiorneyrs fee for co8ecill" In event of payment not timely mede. 1-1)2 %. per month Krvjw '
cheiga can be added for all sums not paid within terms.
. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terns herein.
6.'In consideration of Chambers Truss extending credit for this materiel the undersigned
unconditionally guarantees payment when due of any and all Indebtedness owed to
"Chambers Truss by anY entity receiving material and the undersigned agrees toy
such
indebtedness Including attorneys fees, if default In payment for materiel be made by the
recipient.
10. In the event of arty Ittigat(on concerning this agreement, the Items furnished hereunder
or paymenm referred to herein, the, parties agree that the sole venue for any such action will
be Sank!Inca Count', Florida.
11. Design r"Ponsib lig" are Par'"Nationdl Standard And Rdbornmended Guidelines On
Responsibilities For Construction Using Metal Plain Connected Wood Trusses
ANSVrP1/WTCA 4 -2OD2—
DATED
SIGNED
FOR T11LE "' h
Asproaderbarmaybem"wper"BCSf i4riDp wait"&damagm
Multiple ply trusses must be fastened togither per engineering
before they are set, failure to do so can result in roof collapse.
temporary and permanent bracing are required and can save life
and property and Is the responsibility of the truss erector.
Study the contents of the Information packet Included on delivery Y
before setting trusses.
I useesmustbeaetandbracedperdesll;Iplailanttrijtry&damage.
Trusses must be set plumb and square
Do notset bunks or stack of plywood, roofing material or any
,'other cotil:entrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plerdej Florida 34982-6423
800-551-5932
Fort Plerce 772-465-2012 Fax 772.465-3711
Vero Beach M-569-2012 Stuart " 772-286-3302 '
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County I
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
Roofing Material
Metal Roof
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
170mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
24'-0e
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
K.I I.L. KesVaining Uead Load C.B: Continuous Braci
Verify DESIGN CRITERIA shown above with the
lo
building department and your engineer.
Design Criteria is the responsibility of the
Buildina Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: 74602
Scale: 3/16 = 1'
255 total trusses, 70 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:_IX 9+,fn
Date: 09/15/17
FOR
GROUP ONE CONSTRUCTION
DESCRIPTION:
AULTZ
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
74602