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311411 18' 01'
121411
JIM
LLiMBER LL
2820 Kirby Cir. NE, Palm Bay, FI. 32905
Phone: ( 321 ) 409-9800 Fax ( 321 ) 409-9803
'Signature ofthadocument aduiowedgessthe the denthas revieeredthm tries pia ement diagram
in its entirety and kin agreementwith the following items; including but not limited to:
A} The client is mpormble covertly the accuracy of iaermation submitted For use in design,
fabodation,andsusedulhlg. Any labor; emnenal, or have delay incurred from madequatoor incorrect
information supplied ham the dietd wdi beat the dient'sesperae.
B.) DesignCnteira: The dhentadrnoudedges drat the truss design criteria defected this truss
piadrnrent d'ugeam meetsorecceeds thedes,gn criteria specmed by thebnddlrrgdesigrrrer, engineer of
record, and local and statebuilding regdremenis,
cl Fabrication and Ddiva,:Oreapproved rein placement diagram must be retained to: the truss
manufaclurerbefene fabrication and dellrcry will be recheduled. Risthedient%nesponaffirilitybe
coordinate delivery dates with the this manufacturer, The clientsholiprwidea marked locationfar
delivery,vmichmusiha aaxssible,level, and dove of mataal and doer's; in lieu ofthis busses vrdl to
delivered in the bestavailablelodation at., drivat'sdisU'efion. Cam and handlrngaittetrusees
J followingdgvery is the resporsfirl" of the client
d
> D.) Installation, & finking: gal 2008( BuildingComponeM Safety nformaton)WTCAITFI
gudefinesshall be followed when handing, msulling;ami bracing tosses. Tempsauvandjor
e' pdmlantentbmdngand idoekillgis mat included in the arms, package. Trrssecsfuallbabravedm
d prevent rotation and provide later�stahlTity ina¢ordaum: with the regweataras slrrAed in the
I' cvnstmction documents for the buildingard on the irdividuai truss design drawings: Theoverall
Z
W stability of the truss systemsthe rewoasim6tyotltie buddingdesigna.
J
t% E.) Field Framing:.L) Tray ceilings and other calling trans,borsmay readies field fiamingbyatli,n
2,) Ceding drops and vaiteys natsimw r are to be fieldframed byothers. 3,) Overhangs may beover
length-cutto fit infield. Urerhartgsaw2x4m2x6-rablmkingisappiied Corneur)ackswgibe
square cutaod hip odd mg be double beveled
F.) Repairs: Truss related problems am m be reported to the truss manufatidawASAP, preferably
inwrifitg. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the
problem. Any held modifications made wtdroutim engyleeredrepiirdrawmgwtg be the responsibility
oftlledient. NobddrdwrgesmcrarechargesofanykiMvilibeau4ed,uni ssipedfrcafly
approved in writing by the tmssmanufacturer's management
6.) Th1s Truss Placementdagramwasnotcreatedbyanmgimeer,tatherbyT&beML bet Co..
LICstaff,and is paretyto be used asap installation guide and dares not earieurea seat Tonschow
analysis am on the Truss Design Drawings which may be sealed by the Truss Design Engineer.
Roof Load
00 SELL,
1,25 1
Mitek Engineering
Exposure : C
Building Code
: FBC 2014
Mean Hgt. : 15
ASCE 7-10
RISK CAT. : II -
TPI 1-2007
Importance Factor : 1.0
a Truss Design
: C & C
Enclosure Enclosed
r W Uplift Calc.
: MWFRS
Entry Exposed to wind
Wind Speed
: 170 mph US
Lanai Exposed to wind
U
Z ROOF CRITERIA
2
FLOOR CRITERIA
to T.C. Pitch
W
5112
B.C. Pitch
N/A
Depth N/A
J
U T.C. Size
2x4
Spacing N/A
Y Heel Hgt.
2x4
°- Bearing
VARIES
Cantilever
N/A
vapor tamer between fear& concede by others
Flo" Trusses held back 3/4' at exterior waifs
Overhang
g
2q"
block & fill by others. Bioddng for vertical lead transfer by others.
Odd space fear trusses around plumbing as noted
I
Spacing
24" o:c.
- _.
to
14
FO
v
w
Z
Z
0
U
IA
TYP. RF HNG THD26 UNLESS NOTED
A THD26
B THD26-2
C THDH26-2
D THDH26-3
THD28
SKH26 UR
NOTED
M
THD46
N
THD48
O
THDH48
P
THDH410
Q
X
CONNECTION BY OTHERS
Install hangers per manufacturer's guidelines. All connectors and tie dos ns other than truss to girder
truss are to be specified and supplied by others
Approved by:
Desired delivery date:
Approval Date: - - -
Reaction Uplift Reaction Uplift Reaction
Uplift
1
vex vex 7 xx xx
13 xx
vex
2
vex 8 vex vex
t4 vex
veJx
3
vex xx 9 xx XX
15 xx
xx
4
xx xx 10 xx vex
t6 xx
xx
5vex
vex xx 11 vex xx
17 xx
vex
6
vex xx 12 xx xx 18 vex
vex
Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above.
x
x
x
x
x
x
x
X
Client :
GROZA BLDRS
Z
Project :
RAMBO RES
U
Address:
2300 CANOE CREEK LANE - FORT PIECE
REVISE PER NEW PLANS JL 07/11/17
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Date : _ _L
--
7/ 07/05/17
---
Designer :
-
JL
Project: #504602