49 Dudley St RES20-0172 14 of 17 truss layout_1_12 4 (o'l
2410" 10' 0
�6 N -P
FT1GE
mm
23'
341(o"
4X FLOOR N,4Nr:zEfR& ARE NHU54(o
REV'D 8/21/18 G,4R,4GE RT. ADD FT&
10'0"12
CJ4
W�
2'
2'
2'
2[
2'
1'10"8
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
4S. N 1�`
A"
CJ2
CJ4
1450
,44
,43
,42
CJ4A I J CJ4
CJ2,4 rn CJ2
n n`S
N N
24'&" rl
&DINGLE LOADING
1.40 rn.p.h. UJIND 12
XFO5IJF,C
3-151ro" FEEL
mm.
f=LUM5 CU
7rf=�CAL TfRUSS ENED
ALL 5 AMS 5�' OTI4 �S
J LE�5 DOTED ON LA"'OJT.
A R I N Gz �4 E I ST, �4,4NG E FR T,4<E OF9
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSE
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING_ SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPI" If
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
� MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
(j) PRIOR TO FABRICATION.
THIS COMPANY ISA TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
UJAF�NING
CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS
NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE
MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING
TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO
PREVENT TOPPLING AND DOMINOING DURING ERECTION± AND
PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
APPLfCATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RESTRAINING B BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES RECOMMENDATIONS"
(55,51 200ro) FOR FURTHER INFORMATION.
TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB
POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH
REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR
PERSONAL INJURY.
ATTENT I ON
,4Ff=ROV,4L OF T14I3 TRUSS LA 'OUT IS
NECES5j4R'I' E3EPORE F,45RICA70N CAN 5E IN.
VERIF"fi' Sf=,4NS, R1TCHES, OVERH,4NGS, FEEL
AND SEARING CONDITIONS. 4CCER7,4NCE O
TI -4I5 LAYOUT ASSlJMES TOTAL RF SONS B I L I 1T'.
TRUSSES WILL F3F 5L�ILT PER T45 LAYOUT.
F�00F
TUSS
FL OOF�
Tess S
`ACCJ_SF1TF�LJSS (�!O
401-321-1440 / 3a-aT2-50ea / 352-557-4101
LON uJOOD / ORMOND 5EACH / M4SC;OTTE
CUST(O�M IERR J�
I �I ACL k�CM S
JOB NAME
MODEL 10elA 2 _CAfR
LOT/BLK/SUED f V
f,4f;RC;L 3 D L�TT0N f SL A
SCALE DATE DRAWN BY JOB NUMBER
211e0
N
CTT
N
�
0
z
N
m
W
lui
m
3
2 4 (o'l
2410" 10' 0
�6 N -P
FT1GE
mm
23'
341(o"
4X FLOOR N,4Nr:zEfR& ARE NHU54(o
REV'D 8/21/18 G,4R,4GE RT. ADD FT&
10'0"12
CJ4
W�
2'
2'
2'
2[
2'
1'10"8
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
2'
4S. N 1�`
A"
CJ2
CJ4
1450
,44
,43
,42
CJ4A I J CJ4
CJ2,4 rn CJ2
n n`S
N N
24'&" rl
&DINGLE LOADING
1.40 rn.p.h. UJIND 12
XFO5IJF,C
3-151ro" FEEL
mm.
f=LUM5 CU
7rf=�CAL TfRUSS ENED
ALL 5 AMS 5�' OTI4 �S
J LE�5 DOTED ON LA"'OJT.
A R I N Gz �4 E I ST, �4,4NG E FR T,4<E OF9
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSE
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING_ SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPI" If
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
� MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
(j) PRIOR TO FABRICATION.
THIS COMPANY ISA TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
UJAF�NING
CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS
NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE
MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING
TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO
PREVENT TOPPLING AND DOMINOING DURING ERECTION± AND
PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
APPLfCATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RESTRAINING B BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES RECOMMENDATIONS"
(55,51 200ro) FOR FURTHER INFORMATION.
TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB
POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH
REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR
PERSONAL INJURY.
ATTENT I ON
,4Ff=ROV,4L OF T14I3 TRUSS LA 'OUT IS
NECES5j4R'I' E3EPORE F,45RICA70N CAN 5E IN.
VERIF"fi' Sf=,4NS, R1TCHES, OVERH,4NGS, FEEL
AND SEARING CONDITIONS. 4CCER7,4NCE O
TI -4I5 LAYOUT ASSlJMES TOTAL RF SONS B I L I 1T'.
TRUSSES WILL F3F 5L�ILT PER T45 LAYOUT.
F�00F
TUSS
FL OOF�
Tess S
`ACCJ_SF1TF�LJSS (�!O
401-321-1440 / 3a-aT2-50ea / 352-557-4101
LON uJOOD / ORMOND 5EACH / M4SC;OTTE
CUST(O�M IERR J�
I �I ACL k�CM S
JOB NAME
MODEL 10elA 2 _CAfR
LOT/BLK/SUED f V
f,4f;RC;L 3 D L�TT0N f SL A
SCALE DATE DRAWN BY JOB NUMBER
211e0