09-1118-001ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES
MUST BE VERIFIED BY BUILDER AND /OR ARCHITECT BEFORE
ANY PRODUCTION OF WD. TRUSSES
IF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED
AND CD TRUSS WILL NOT BE BACK -- CHARGED FOR ANY ITEMS FOUND AFTER THE FACT
OF THE RETURNED LAYOUT.
58' -6"
-� ALL WALLS SHOD "'i,J �ri'�;, LAYOU1 AR i0 BE LOAD BEARING
_ -- 8' -1" T. B.
EXISTING
8' -1” T.B. NEW
ROOF. TRUSS PLACEMENT PLAN
M
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 6 ”
BOTTOM = 2X4 MIN.
TOP = 2X4 MIN. 12
3.5 /�
FRUSS END DETAIL
CITY OF SOUTH MIAMM
BUILDING DEPT.
STRUCTURAL^ ECTION
APPROVED BY.•
:..a.. -.o.__ �k 'b
VERIFY, ALL DIMENTIONS, WALL HGT., COL. HGT. & LOCATI
GIRDER LOCATIONS, CLG. HGT'S, COFFER CLG. LOCATIONS
END DETAILS, PITCH, FASCIA , O.H. & CANT
SOME DOWN FRAMING REQ. BY BLDR.
DROP CLG.,CEILING CHANGE & COFFER CLG. AREAS
Wind Load Type
LOADS
ROOF
FLOOR
ASCE7 -05
PH: (954) 786 -8800
FAX: (954) 786 -8804
Design Wind Speed
Customer
KEN HOLMES
, /I�I�I,
TCLL
30
r
9 1;,,�1WWI0:
Building Type
,,y1i/
„ii
„II
=0
,,r 1;,,�1V,//I;,,�IVZZIA
20
Category
Importance Facto
'!
IV
'�
1.00
BCDL
10
II
Duration Factor
Drawn by S ca le
3/16"
Date �w, r
00)9
JOSH
Roof 1.33 Floor 1.00
gCLL
0
�I
�I
�I
�I
�I
1
/I
I
�I
I
�I
1
I
�1
�I
�1
1
�F—
,-
65
0110,
/
II
ROOF. TRUSS PLACEMENT PLAN
M
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 6 ”
BOTTOM = 2X4 MIN.
TOP = 2X4 MIN. 12
3.5 /�
FRUSS END DETAIL
CITY OF SOUTH MIAMM
BUILDING DEPT.
STRUCTURAL^ ECTION
APPROVED BY.•
:..a.. -.o.__ �k 'b
VERIFY, ALL DIMENTIONS, WALL HGT., COL. HGT. & LOCATI
GIRDER LOCATIONS, CLG. HGT'S, COFFER CLG. LOCATIONS
END DETAILS, PITCH, FASCIA , O.H. & CANT
SOME DOWN FRAMING REQ. BY BLDR.
DROP CLG.,CEILING CHANGE & COFFER CLG. AREAS
Wind Load Type
LOADS
ROOF
FLOOR
ASCE7 -05
PH: (954) 786 -8800
FAX: (954) 786 -8804
Design Wind Speed
Customer
KEN HOLMES
146 mph
TCLL
30
40
Building Type
Job Address
Enclosed
TCDL
15
20
Category
Importance Facto
Block
11
1.00
BCDL
10
5
Duration Factor
Drawn by S ca le
3/16"
Date �w, r
00)9
JOSH
Roof 1.33 Floor 1.00
gCLL
0
0
Building Exposure
„Crr
TOTAL
55
65
Truss bottom chord analyzed wiyh 10psf non - concurrent live load
30 psf concurrent live load on trusses desined with storage space.
TRUSS HANGER INFORMATION
2008 REVISION
IV OTE:
Check TRUSS ENGINEERING for gravity and uplift values. If the
value exceeds the capacity of a hanger shown below, then it is
the responsibility of the builder to provide a suitable connection.
All 2 -ply hanger values are based on a 2 -ply supporting girder.
HANGER CONN ROOF-
OORAT FASTE R
Lo0R UPLIFT GIRDER TRUSS
A HUS26 2x6 3335 2780 1550 14 -16d 6 -16d
B HUS28 2x8 3655 3380 2000 22 -16d 8 -16d
C HTU26 -2 2x6 3840 3310 12175120-10d 20 -16d
D HGUS26 -2 2x6 5240 3940 2325 20 -16d 8 -16d
E HGUS26 -3 2x6 5240 3940 2325 20 -16d 8 -16d
F HTU28 -2 2x8 4990 3745 3485 26 -16d 16 -10d
G HGUS28 -2 2x8 7925 6805 3220 36 -16d 12- 6d
H HGUS28 -3 2x8 7925 6805 220 36 -16d 12 -16d
HHUS46 2x6 4930 3940 2325 20 -16d 8 -16d
J THJU26 2x6 12350 2350 1310 16 -10d 14 -10d
K HSUL46 /HSUR46 2x6 12000 1610 815 12 -16d 4 -16d
L SUL26 SUR26 2x6 11000 800 765 6 -16d 6- 10dxl -1 2
M HSUL26- 2/HSUR26 -2 2x6 12000 1610 815 12 -16d 4- 16dx2 -1 2
o
N MTHM 2x6 13505 3505 1075 1 34 -16d 8- 1061 -1/2
O THGQ2 -SDS3 2X8 12445 11760 4535 1 28 -1/03 SDS 14 -1/03 SDS
P THG03- SDS4.5 2X8 11635 11635 535 28- 1/4X4 -1/2 SDS 14- 1/4X4 -1/2 SDS
THG04 -SDS6 14335 14280 900 34-1/4 6 SDS 1 26 -1/06 SDS
R
o S
T
o Z CONNECTION BY BLDR
***IMPORTANT INFORMATION * **
o
ALL REACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBILITY OF THE
ENGINEER OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL
FRAMING FOR INFORMATION. CDI IS NOT AND WILL NOT TAKE ANY
RESPONSIBILITY FOR ANY TYPE OF THIS INFORMATION. THIS
INFORMATION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF
RECORD.
BEARING HEIGHT DISCLAIMER:
IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJECT
ENGINEER REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR
CHANGES IN BEAM HEIGHTS. CDI BEAM HEIGHT SCHEDULE IS A
GUIDELINE ONLY. REFER TO ARCHITECTURAL AND STRUCTURAL
DRAWINGS FOR THIS INFORMATION. C01 IS NOT AND WILL NOT BE
RESPONSIBLE FOR THIS INFORMATION.
FIELD BRACING is not the responsibility of the truss fabricator, truss designer, or plate
manufacturer— Persons erecting trusses ore cautioned to seek professional advice —
regardinq temporary and erection bracing which is always required to prevent toppling
and dominoing during erection, and permanent bracing which may be required in specific
applications. Trusses shall be erected and fastened in a straight and plumb ppstion.
Where no direct top chord sheathing is applied trusses must be braced at 24
on center maximum. Where no direct bottom c6 rd sheathing is appl ed, trusses must
be braced per local code.
Trusses must be handled with extreme care during erection to prevent damage
or personal injury. Refer to truss engineering for connection and bracing requirements.
These calculations are supplied in order for the ENGINEER OF RECORD to adequately
provide for connection and integration of the roof assembly to the supporting structure
Designers of supporting connections are SOLELY responsible for the integrity of
their product. Trusses remain our property until paid for in full. Truss layouts
and engineering may not be reproduced in part or in full under any circumstances.
SHOP DRAWING APPROVAL
THIS TRUSS PLACEMENT PLAN MUST BE APPROVED PRIOR TO
COMMENCING TRUSS ENGINEERING OR FABRICATION. THE BUILDER MUST
VERIFY THE COORDINATION OF ALL THE INFORMATION IN THIS PLAN WITH
THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS
BETWEEN THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR
STRUCTURA S IS THE SOLE RESPONSIBILITY OF THE CUSTOMER,
AND pNY P ES INVOLVED IN CHANGES AFTER TRUSS FABRICATION
IS THE SPO IB TY OF E CUSTOMER AND NOT CUSTOM TRUSS
LLC.
12- 28 -o°L
Approved y. Dote:
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 Reqistered Engineer
MAURICE A. SHASHOUA, P.E.
MAURICE A SHASHOUA, P.E , INC.
FL.Reg.Nos EB5251 &19554 DEC 17 2009
1908 NW 112 AVENUE Date
Coral Springs, FL 33071
(954) 753 -1988
Revisions
.A
` .P !
V 4W
v' w A
-5
s
r
s
CUSTOM TRUSS
2501 SOUTH ANDREWS
AVE.
FORT LAUDERDALE, FL.
33316
PH: (954) 786 -8800
FAX: (954) 786 -8804
Customer
KEN HOLMES
•- ;,y'_�'
Job Name
+r"�
HOLMES RESIDENCE
k.�.
Job Address
6421 SW 64th AVE.
Subdivision Lot
Block
R.
City State
Zip Code
MIAMI FL
Drawn by S ca le
3/16"
Date �w, r
00)9
JOSH
Job Number
2009 054
'10/02''