HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPAGIN G NOTE
ALL TRUSSES ARE TO BE SET
AT 2"-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
60 degrees
\*/ eor less
.q— 1 /2 —► i
T g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is onexample, your truss may not match.
nsist crane operator sets truss this way.
30' to 60' Span
Spreader Bar
fra Approx 2/3 to _�
Lie A_ e /2 of Span
REFER TO BCSI
iss 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. .
AI FR " oI" aIF=R N®TIF=
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.
For Truss -to Truss-__
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
upset=1/4" hee1=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" hee1=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
RUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFJLL SET
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SP
,A Do not stand on trusses until they are braced per BCSI & properly
15'-3" 19'-9"
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INVERTED 'W WEBS AT CENTER
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14'-4" I 61-4" I 14.-4" I
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER ' CLOUZSED AREAS ARE OF
AT HEIGHT OF 8'-0"PORCH RIGHT / SPECIAL CONCERN & MUc
ABOVE FINIFilIED FLOOR CHECKED CAREFULLY & N
INDICATE DEVIATION FROM
�%_- PLANS.. ��•�00
'EFORE ANY MORE TRUSSE,b)
P�EADER BAR OF 18'- Zjfl_
4 nailed to straps & hangef'I
'IN LENGTH
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_T SETBACK 60�_ON HIP
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s r 1`1111I AVR IIIEW
?ROES CANNOT W 8TARTW UM, n0 AQRdUWff p 8WM a
Fmmxm
The leper desaWon or" propety whas ft trtmft US be hdww IK -
The Undwslpeed � "a m
a:_Tivism wei to made In sUkt �000ldance wqh thts buss pkewn1e,t d*M
eideide h the sole attCeottty for datentnlmnfnp.sul bbmicoCon d rise trtrsse:. �
2.-M dtraenstons 1nft W ad have boon tbdQed byths tredwslprnel•
5. Unless eMrttben noCoe Is provided by prWsd rrst b Gewabams Trm ee11ft len (11
drys of ddmry na uedorsigned epees tier no bedill miles e# be abowed..k, the eve
such rwttten nodoe b fl/nlelled t7ntrmban Ties char have rises (� moms days it whlo
b bspke repaks maQrAmd. or b subs<R�s oCeectrusass, at Gwrebee a n
4. The ww9mlpned =*bdpss rocxipt d SCSI ,-t10' suremwy sheet by TP13 Wigti
6 Derrery b m Job aRs ft b Coe buyers'rssp01ybpy b make the job do auU" to
detiwry. Chambers Truss has Cre sob aut'O to ddwmk a ft suRsb1y d Coe job Qa oi•:
pWm dlhe Job alb fordeMrory, Chambers Truss vA bs rw;a I ble fordurnp doWey only
Ths buyer Is responsible far addlConal dorvery evenses If Chwnbws Tiute has b medMw
because job arts Is not prepwed for deivey "Or btryer k not prospered for dativsry d tnaew
Puyer Is msspondge to Chwdws Tam for towhp oasts due to of condllans.
E. Pike as shown kt pwagraph i bekeev fe subject to r any diaep w we, made k
fhli. kr9otd• A SW per hour lee for revisions may tee dwyed by thmmbes Talm -
T: This is a PURCHASE OtmER b l nn>bema.7 Hiss d the sun speed la, or r all
a ressOn- w Pam• kwokse vA be made on dervay and peld wRtelre tames d
NMI deMvemy. Invotos rt►sy. be made at admkiled days bl delvwy r buyer a+nnot
delwrj/ d fabrlwbd fusses. The undestprnsd agrees b pay Clnambes.Tryss resaonebN
t, s��not ppak w m wnnsO(PWM* not m made ,-,n !L per meow, ,es,dp,
a slpuAae a keitlak anywhors on Q>Is sheet &Woo neat to d tome hermit
& In conswem dm of Charnbea Truss vdandkV«edR for 06 material see tsww pwd
r �kw when dus a ft and si indal>bdwsr owes b
kedeeledness kedudhV atf!omeys tee:. r kt fa' '�'matemWasmmbads�lry tlis
16. In the
event of any titlpsgon coacbm4p tte riOWOWN t, Cos R&MAxnWW fwamder
ar Priam* 1 ufamad b hsr*% #W pwmea s9rss aqt the sQb versus for wy each .aeon ws
be 8afk bOds Comb►. Fksfda.
,,. DaefOn reallmn fas we per "w.eonel Standard And RVMnnneeded GaldeRnee on
Via' ZOM
np MOM OM Plats Cm ecl ed Wood Tnau m
ANSVrPUWTCA
--Asp eade,bwmaybom"wpor-ami4rlbpwmtkfuW&duraga6-
1UR1411e ply trusses must be fastened toge46er per engboaft
iisfor+e they are set; faBurs to do so can resultln roof coRapI
Temporary acid permanent bracfag are requkud and can save life
and property and Is the responalbYDNy of the truss erector,
Study the contents of the hftrmadon packet Included on delivery
befm setdng .
-.:TitirRsesn►t�tbasetandtxatradperdesf�rtiu i>jesy8, .
Trusses must be set plumb and
Do notleet bunks or lstack of AW004roofing mai6erlal or any
or cahibsntr:ted loads on tr,rsses, tltls can cause
DO- NOT SET TRUSSES USING THIS LAYOUT
• USE LAYOUT DMIVERM WITH TRUSSES TO SET TRUSSES
-CMMBERS TRUSS IN
3105 Oleander ji i4nue
Fort'Pleirda, Florida 34982-6423
800-551-5932
Fort Pierce Tn 465-=2 Fax T 14664MI
Vem Such • M456M12 Stuart - 77'?rZ86,1 M
The Architect's or Architects representative's
shop drawing
approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checkirig field
measurements and
Other construction criteria. Architect's
•
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their r active locations.
92.0/93.2 MITEK 4.2
APproved B
Daty;
e
DESIGN CRITERIXaden & Braden A.I.A. P.A.
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Fore Resisting
Roofing Material
Shingle or Shake
0
Loading in PSF
Roof R.D.L.
Top Chord Live
20
2 o
Top Chord Dead
7 4.2
•� �
Bottom Chord Live
10 Non -Concurrent
o — _ —
Bottom Chord Dead
10 3
0
TOTAL Load
37 7.2
�a
Duration Factor
1.25
cc
0
Wind Speed
165mph
cc
—
Top Chord C.B.
Sheeting by builder.
s c4l
Bottom Chord C.B.
Sheeting by builder.
ca
~�
Highest Mean Height
15'1
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.D.L.=Restrains Dead Load C.B.=Continuous Brad
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the
responsibility of the
:ANNEL)
BY
Ili= C101 R11`1-
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:lt'1s/i,'
Date: 10/07/15 Revised: 10/15/15
FOR
NNE BUILDING CORP.
DESCRIPTION.
71' CARLTON 3BED REAR PORCH
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
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