HomeMy WebLinkAboutplan (2)IF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED
AND CT WILL NOT BE BACK —CHARGED FOR ANY ITEMS FOUND AFTER THE FACT
OF THE RETURNED LAYOUT
ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES
MUST BE VERIFIED BY BUILDER AND/OR ARCHITECT BEFORE
ANY PRODUCTION OF WD. TRUSSES
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VERIFY ALL DIMENSIONS, WALL HGT.s, COL. HGT.s & LOCATION
GIRDER LOCATIONS, CLG HGT.s, COFFER CLG. LOCATIONS
END DETAILS, PITCH, FASCIA, O.H. & CANT
SOME DOWN FRAMING REQ. BY BLC)R.
DROP CLG., CEILING CHANGE & COFFER CLG. AREAS
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 4 1/16"
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
TRUSS END DETAIL
RECEIVED
MAY 0 3 2018
L
. Lucie County, Permitting
Wind Load Type: - -- - --
LOADS -RC
pASCE 7-10 MWFRS
iDesign Wind Speed: - --
170 mph
TCLL 3
!Building Type: - - --
Enclosed
TCDL 1
-
categoryimportance Factor:
--
111.00
BCDL 11
Duration Factor
/ Floor 1.00
BCLL ' d
Building Exposure:
rrCrr
TOTALI &
Truss bottom chord analyzed with
10psf non -concurs
30 psf concurrent live load on trusses designed with s
TRUSS HANGER INFORMATI
Check TRUSS ENGINEERING for gravity and uplift value:
value exceeds the capacity of a hanger shown below, thel
the responsibility of the builder to provide a suitable tonne
All 2-ply hanger values are based on a 2-ply supporting gi
HANGER
FL�.�UPLIF
�
CON
OOFKA41
A R
3060
.18
646
D28 2.8
B TH--i
4485
4115,
2330
i 28
C TH026-2 2x6
3355
T2770
2340
Is._D
_
_ THDH26.2 L 2x8
5245
4378
Z141
20.
E THDH26.3 2x6
5246
'4376
2340
20.
F THD28-2
2.11
6005
4310
2595
28.
'G 1 THDH28-2
8025
2x8
7360
3J30
38-
H _ THDH28-3
----2x8
7836
7695
4370
36,
I TH046 I 2.6
3776
2840
� 2286
76-
2138
1&
J HJC26 2X6 3490
K SKHH46LIR 2x6
2100
1680
1345
12-
L SKHH26L/R_ 2x6
1890
1510
18-
2190
M SKHH26L-2JR-2 2x8
_
2100
1680
896
12-
N
O _ GTWS2T _ 2x8
10900
8720
8435
22
P GTWS3T 2x8
12470
11100, .
12400
28
Q GTWS4T 2.8 1
12470
11100
t2490
28
R MSTAM241HTWM20I Connection
OR EQUAL., by bldr.
-
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Is*
6L
s
T RT16A OR EQUAL Connection
by bldr.
x 2 RT16A OR '�. Connection
by bid'.
_
_
1380
8-01
"
2760
Is..EQUAL
Y
Z CONNECTOR BY BLDR
"IMPORTANT INFORMATIOP
ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPON
ENGINEER OF RECORD, PER LOCAL CODE. REFER TO 7
FRAMING FOR INFORMATION. CT IS NOT AND WILL
RESPONSIBILITY FOR ANY TYPE OF THIS INFOR
INFORMATION IS THE SOLE RESPONSIBILITY OF TH
RECORD.
BEARING HEIGHT DISCLAIMER:
IT IS THE SOLE RESPONSIBLITY OF THE ARCHITE(
ENGINEER REGARDING BEAM ELEVATIONS AND BREAK
CHANGES IN BEAM HEIGHTS. CT BEAM HEIGHT
GUIDELINE ONLY. REFER TO ARCHITECTUAL AN
DRAWINGS FOR THIS INFORMATION. CT IS NOT AN
RESPONSIBLE FOR THIS INFORMATION.
FIELD BRACING is not the responsibility of the truss fabricator, Out
manufacturer. Persons erecting trusses are cautioned to seek profess!
temporary and erection bracing which is always required to prevent tol
during erection, and permanent bracing which may be required in
Trusses shall be erected and fastened in a straight and plumb positi
topchord sheathing is applied, trusses most be braced at 24" on car
no direct bottom chord sheathing is applied, trusses must be ton
Trusses must be handled with extreme care during erection to prevent
injury. Refer to truss engineering for connection an bracing
calculations are supplied in order for the ENGINEER OF RECORD to a
connection and integration of the roof assembly to the supporting str
supporting connections are SOLELY responsible for the integrity of 1
remain our property until paid for in full. Truss layouts and engi
reproduced in part or in full under any circumstances.
SHOP DRAWING APPROVAI
THIS PLACEMENT PLAN MUST BE APPROVED PRIOR T
TRUSS ENGINEERING OR FABRICAITON. THE BUILDER M
COORDINATION OF ALL THE INFORMATION IN THIS I
ARCHITECTURAL OR STRUCTURAL DRAWINGS. AI
BETWEEN THE FINAL PLACEMENT PLAN AND THE ARC
STRUCTURAL PLAN IS THE SOLE RESPONIBILITY OF '
AND ANY EXPENSES INVOLVED IN CHANGES AFTER TRU,
IS THE RESPONSIBILITY OF THE CUSTOM AND NOT CUSI
Approved By
NOTE: Horizontal and Vertical Truss reactions and uplift
calculations are provided by CUSTOM TRUSS LLC.,
for the JOB ENGINEER OF RECORD to accurately provide
support for the ROOF TRUSS SYSTEM and for proper
connection of the ROOF TRUSS SYSTEM to the supporting
structure.
State of Florida Registered Engineer
CARL G. FORBES, PE
FL.Reg.Nos 20699
555 W. POMPANO PKWY. gI
POMPANO BEACH, FL. 33069 I•IAR n
(954) 682-6651 Date:
Revisions:
i
CUSTOM TRUSS
1890 W. ATLANTIC AVE.
DELRAY BEACH, FL 33444
PH: (954) 786-8800
FAX: (954) 786-8804
JAMIE WHALEN CONSTRUCTH
Job Name
KOTHAKOTA RES
Job Address:
5116 WATERSONG WAY
Subdivision: Lot: Blc
City:
HUTCHINSON FL
Drawn By:
Job Num
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