08-887-001- ...-
2 FOR TRUSSES HAVING AN OVERALL LENGTH OF ALL TRUSSES SPACED 24" O.C. UNLESS OTHERWISE SPECIFIED UPLIFT CONNECTIONS TO TRUSSES AND GIRDER ALL NECESSARY REPAIRS TO TRUSSES REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER :C ARTY PL1AN;.E ER
F.B.C.2319.17.2.4. TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER, MUST BE REPORTED TO BEST TRUSS OF POLICY NO. 5 METRO DADE COUNTY BUILDING AND ZONNIN nEP.4RTl1'ENT Er_CCP'. : _ * *ATTENTION BUILD
THE BOTTOM CHORD IN EXCESS OF 35 FEET(10.7m) OR 6 FEET (1829
mm OVERALL HEIGHT. ERECTION SHALL BE SUPERVISED BY EITHER NOTE: LABELING TRUSSES IS A SERVICE, NOT EOF TRUSSES. CUT OIR A TER TRUSSES B FO E NOTIFYING AND OR TRUSS THLAYO TO IS SA OF DISCOVERY. ARCHITECT ORIENGIN ER FOR COMPLETE CORRELATION OF TNF N O'IVATIONT�'
A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ENGINNEERED DRAWINGS SUPERSEDES LABELING
ARCHITECT RETAINED BY THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDER TO UTILIZE APPROVAL IN WRITTING BY BEST TRUSS CO. PLAN ONLY PROVIDED
ALLS AND REQUIREMENTS NTS OF HEEF.B.CADES, STRUCTURAL BEAMS, ALL DIMENSIONS
ENGINNEERED DRAWINGS WHEN ERECTING THE TRUSSES. -
_ _ - -- OVERHANGS, PITCH, E
TO BE CHECKED
--^ - - - - BEFORE ORDERING TRUSSES
ti
o
O
'Cf
V C-
r�
�,
o
p
ca
REACTIONS
UPLIFTS
I 14 -8 -0
✓9
0
>•`
1
L0
ILIN
CL
3
J3
CUD)
8�
Z
i
t11 E �i c
Q CM
E
0
0
y
1
1
9
>t oA
o
`r 0
0
0
S?A -
EA TIO S
Pu 10��
O
0
LO
i
17 -0 -0 27 -2 -0
REACTIONS
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x6 STD.
BOTTOM = 2x4 MIN. 12
TOP = 2x4 MIN. 4.0►' /
72 -0 -0 1 0,3 �-
Q 0,•1 I�-
REACTIONS
UPLIFTS
/
• --.mM N/A
12
�I
TRUSS END DETAIL
REACTION
S
7 -6 -0
o H12 PARTIALL
ENCLOSED
20 -4 -0
APPROVED TRUSS ANCHOR BY BUILDER '
BOTTOM = 2x4 MIN.
TOP = el..A RA'"'
LEDGER DETAIL
ti
o
O
'Cf
V C-
r�
�,
o
p
ca
REACTIONS
UPLIFTS
I 14 -8 -0
✓9
0
>•`
1
L0
0
0
y
1
1
9
>t oA
o
`r 0
0
0
S?A -
EA TIO S
Pu 10��
O
0
LO
i
17 -0 -0 27 -2 -0
REACTIONS
APPROVED TRUSS ANCHOR BY BUILDER
SQUARE CUT OVERHANG
HEEL HEIGHT = 2x6 STD.
BOTTOM = 2x4 MIN. 12
TOP = 2x4 MIN. 4.0►' /
72 -0 -0 1 0,3 �-
Q 0,•1 I�-
REACTIONS
UPLIFTS
/
• --.mM N/A
12
�I
TRUSS END DETAIL
REACTION
S
7 -6 -0
o H12 PARTIALL
ENCLOSED
20 -4 -0
APPROVED TRUSS ANCHOR BY BUILDER '
BOTTOM = 2x4 MIN.
TOP = el..A RA'"'
LEDGER DETAIL
o _- — - -- 2- _0 - > 1
' H 13 77 e-% i
C I
_-
cs- - -- - -- \ - -- _ - i
M19 -! / ; /' 'I 2-6-0
-LJz T1
T17
71
o
ti
J� Uj r0
>c E -9
V C-
r�
�,
o
p
ca
REACTIONS
UPLIFTS
I 14 -8 -0
✓9
o
>•`
1
'-0" C
ILIN
CL
3
J3
CUD)
8�
Z
i
t11 E �i c
Q CM
E
HGJ
o _- — - -- 2- _0 - > 1
' H 13 77 e-% i
C I
_-
cs- - -- - -- \ - -- _ - i
M19 -! / ; /' 'I 2-6-0
-LJz T1
T17
71
o
pw�p7474
CTIONS
N
ro
•
H12 RIM 1
NMI
HANGER
BY BLDR.
.._�I/Ii •� ' ` /�' . " iii
IC �IITil�al� — —
I� —i► �S:. i�!! saNiti�. s�
!. ! iE.�.�. ?i�'a.�Zii� i,���l — • c
0
0
o�
�.3<<
R CTIONS
U LI I FTS I
0, 1=
"TI N:
(0 #�
13 -2 -0
REACTjOS
5
0 o
UPLIFTS � C
Y o U
~ o
O
0
6 N 7 5-80
2- -0
«v .-HAN ER
7 BY DR.
7
0
LO
7
o —
m �
o v 5 HAGR
0 o BY L R.
C
v Q
3A �p
�9
G
1A v2
1z J
R CTIONS q 7 -0 -0
00 REACTIONS ZB
11451 U)
UPLIM UPLI f, �� ,A
— _
03 -kk�- C2 2 7
REA CTIOW& /
(�T(2 REACTIONS T7
0 tl UPUFT� I (14
REACTIONS o , __- UPLIFTS
UPLIFTS1
REACT IONS I M ,A 7. 7.
BY BLDR. _
REACTiONS
►.t�l \i�IN111MI I�►.� ► - -
UPLIFTS
�• • • _
REACTIONS 2 93 UPLI FT 6 (►-�
it fp rte- 1521 UPU� 1
REACTIONS REACTIONS UPLIFTS G4 r
UPL FiF "g �to 5 J
UPLIFTS / r S RE
G�9 J3
REACT NS 3A UP
11011 J1
14 -8 -0 I 17 -0 -0 I _ 10 -8 -0
72 -0 -0
ROOF TRUSS LAYOUT_.
21 -4 -0
6 -0 -0
z,4r--
,TIONS
17 -8 -0 114-0
REACTIONS
UPLIFTS�A-
8 -2 -0 I
ilk.
REACT IC
UPLIFTS
7 -0 -0
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
ti
J� Uj r0
>c E -9
V C-
r�
-N ..-
w °_ CU
ca
�IJ ItA[- p
O (D to c�
CL-0
Z c`> nci
o W >U- to cl:
CTIONS
N
ro
•
H12 RIM 1
NMI
HANGER
BY BLDR.
.._�I/Ii •� ' ` /�' . " iii
IC �IITil�al� — —
I� —i► �S:. i�!! saNiti�. s�
!. ! iE.�.�. ?i�'a.�Zii� i,���l — • c
0
0
o�
�.3<<
R CTIONS
U LI I FTS I
0, 1=
"TI N:
(0 #�
13 -2 -0
REACTjOS
5
0 o
UPLIFTS � C
Y o U
~ o
O
0
6 N 7 5-80
2- -0
«v .-HAN ER
7 BY DR.
7
0
LO
7
o —
m �
o v 5 HAGR
0 o BY L R.
C
v Q
3A �p
�9
G
1A v2
1z J
R CTIONS q 7 -0 -0
00 REACTIONS ZB
11451 U)
UPLIM UPLI f, �� ,A
— _
03 -kk�- C2 2 7
REA CTIOW& /
(�T(2 REACTIONS T7
0 tl UPUFT� I (14
REACTIONS o , __- UPLIFTS
UPLIFTS1
REACT IONS I M ,A 7. 7.
BY BLDR. _
REACTiONS
►.t�l \i�IN111MI I�►.� ► - -
UPLIFTS
�• • • _
REACTIONS 2 93 UPLI FT 6 (►-�
it fp rte- 1521 UPU� 1
REACTIONS REACTIONS UPLIFTS G4 r
UPL FiF "g �to 5 J
UPLIFTS / r S RE
G�9 J3
REACT NS 3A UP
11011 J1
14 -8 -0 I 17 -0 -0 I _ 10 -8 -0
72 -0 -0
ROOF TRUSS LAYOUT_.
21 -4 -0
6 -0 -0
z,4r--
,TIONS
17 -8 -0 114-0
REACTIONS
UPLIFTS�A-
8 -2 -0 I
ilk.
REACT IC
UPLIFTS
7 -0 -0
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
ti
J� Uj r0
>c E -9
V C-
r�
-N ..-
w °_ CU
ca
=MwN
O (D to c�
CL-0
Z c`> nci
o W >U- to cl:
>•`
c< Co
V 'rmr- •_ y cv
E
pCOO�;;�
CL
-0-0 E -
U-
W -s Z = -
CUD)
8�
Z
mom
C
t11 E �i c
Q CM
REACTIONS 2 93 UPLI FT 6 (►-�
it fp rte- 1521 UPU� 1
REACTIONS REACTIONS UPLIFTS G4 r
UPL FiF "g �to 5 J
UPLIFTS / r S RE
G�9 J3
REACT NS 3A UP
11011 J1
14 -8 -0 I 17 -0 -0 I _ 10 -8 -0
72 -0 -0
ROOF TRUSS LAYOUT_.
21 -4 -0
6 -0 -0
z,4r--
,TIONS
17 -8 -0 114-0
REACTIONS
UPLIFTS�A-
8 -2 -0 I
ilk.
REACT IC
UPLIFTS
7 -0 -0
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
ti
J� Uj r0
>c E -9
V C-
r�
-N ..-
w °_ CU
ca
=MwN
O (D to c�
CL-0
Z c`> nci
o W >U- to cl:
>•`
c< Co
V 'rmr- •_ y cv
E
pCOO�;;�
CL
-0-0 E -
U-
W -s Z = -
CUD)
8�
Z
mom
C
t11 E �i c
Q CM
REACT IC
UPLIFTS
7 -0 -0
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
ROOF AREA:6772.30 SQ. FT.
ALL WALLS SHOWN ON THIS LAYOUT ARE
- _ TO BE LOAD BEARING
— -- -- — A = 21' -0"
U 1II- IM 23' -4"
MOM 201- -01'
A 12' -8"
0,(vr-- ��.'�'��. 11' -0"
REACTIONS
-19 9 $. I � 9' -0"
0
O
M
HANGER LIST
MANE HANDGER TRUSS I.D.
Us e-24:1 S7 �
15:I1- k9S0A) ScJ Q A -?�c
U 7,l0
V SP -2 G
- 35 12
P
O
T
0
v
J
f►�o'UM
y 00
a W
00
F 4 Z. 0J •'
Z
W .
M N � "o v SG•
it � _ � • ',�.
c., N
0,0
F�
ZY L OW ao
O ; W
0 �McLo
Z o- ;a
° o . LL M
0 N� Q
U) MQ LL
0 02 1%
W
F
f`
ra "
M
W m m
LL C
M
IL
O z .
10 v=i
yzQ
JW
a=
wW
o>
00
Zd Ui
19 F
°
off o
W
aoo 0
igu z
y0
� J
F. J
'0
NU
Om
J�
WV
V6
Wa
>v
lu
�y m
W
O W
� o
U
ICI 1 i W WW U
U N LL
W rn
ti
UU Z Q
I Q W •
LLI
'•z 1 LLI
c
O d w N o
4, N W 2 G w O
=ACTIONS q 0 4 0 H w -'
5 5f v 0 0 . a, 0 .W.r
�uFrS
201 -
CORNER SET U) _, z
SPACING 0 (D 8,;10�� "f-�{ w
�U1 -� n -J (O _�p OZm
MEAN HEIGHT _ U- ..Q
ALL TRUSSES SHOWN ON THIS LAYOUT z W
ARE TO BE ENGINEERED WITH A MEAN W F-- O� 1- � = U �
Uco H-W oo
HEIGHT OF w u- Q � Q'' , W z F-
0 ofI- W -r02W
23' -9" - Wo61'05 --WWW
U,WQc- 170cawu-
�_ zFnz -z
COMPONENTS /CLADDING ASCE 7 -02
TRUSS LOADING CONDITIONS
ROOF TRUSSES FLOOR TRUSSES
TOP CHORD LIVE: 30.0 TOP CHORD LIVE: NIA
TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A
BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: N/A
TOTAL LOAD (PSF) 55.0 TOTAL LOAD (PSF) N/A
LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: N/A
PLATE STRESS INCREASE: 1.00 PLATE STRESS INCREASE: VA
—
EXPOSURE CATEGORY C
BUILDING CATEGORY II
WIND DESIGN VELOCITY 146 MPH
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION FACTOR —_ —_ _ 1.33
O E-
=�w��Z� -w���=
I- _(Ow,,r¢WOdW
UOLL�I�tI W �O J
fYOpjOZ Oaa =OWWV
F-�WjOD5- 2 :t3zf -uWz�
v5'0 OJDOgza- ¢ -DMZd-
Z-<hZ J r� ;�O WaUZN�g
BQg0 O_._rn
UOQW._`..1 OO�OJ�F¢
• ZZ�= u�QcnVO�OOIn
OaZ��KW��mW4U?
ui w F
0OW- F� -"v v�~OHw�
oo-OZZ,u�C?- E z�
U��ZUm2,03S8Z
�o�0a�wooLL¢mw
InZZ aLLJ� J Q
WWmJFQZ
III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE Cr W O W o 0 o u- _J J W J
PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS w � m W 0,U100 , U1
ILL. 0
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES LL o LL a ,�,
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE vi
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT_ . Fi0 R_A`V COMMENT ATTACH�D•� r(
iio E, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED 11 T S-R, KI GS (� C01IIARM MARKINGS;« ; ! I )
SPACED 24" O.C. ACCORDANCE WITH F.B.0 ( ) RESUBIAIT ( )
UNLESS OTHERWISE SPEt� REVIEW IS FOR GENERAL CON�(!IRIAANC£
ALL UPLIFT CONNECTION TO TRUSSES WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS.
AND GIRDER TRUSSES IS THE '
RESPONSIBILITY OF ENG., ARCH., OR Markings or comments shall,not be construed as relieving the CON -
GENERAL CONTRACTOR. TRACTOR from compliance with the project plans and specifications.
No departure 111orefrom. The CONTRACTOR remains responsible
for data s and accuracy, for confirming and correlatitirf all quantities,
* SPECIAL HANGERS BY l;�j conditions and dimensions, for selecting tabricatiomprocess, for
PURCHASER OF TRUSS PACKAGE. techniques of assembly and construction, and I% peg orming his
PLEASE REFER TO INDIVIDUAL ENGINEERIN work in sale mann Q � D �'� s)& ^ T
SHEETS FOR NUMBER OF PLIES AND G• ��(� Y, 1
NAILING /BOLTING PATTERN REQUIREQ,FOR • n Itit,9 �R"j+
GIRDER TRUSSES. SET -BACK FOR HIP Efi - ��J'� - -, �`�i .rc Date
SHEATHING UNDER ALL
`�`' " "-` ` �?` � `��° � � � ► r
VALLEY SETS BY BLDR. g G D� bIFFERENTTRUSS DES14
- 116, ",.,�
ti
J� Uj r0
>c E -9
V C-
r�
-N ..-
w °_ CU
ca
=MwN
O (D to c�
CL-0
Z c`> nci
o W >U- to cl:
>•`
c< Co
V 'rmr- •_ y cv
E
pCOO�;;�
CL
-0-0 E -
U-
W -s Z = -
CUD)
8�
Z
mom
C
t11 E �i c
Q CM
ROOF AREA:6772.30 SQ. FT.
ALL WALLS SHOWN ON THIS LAYOUT ARE
- _ TO BE LOAD BEARING
— -- -- — A = 21' -0"
U 1II- IM 23' -4"
MOM 201- -01'
A 12' -8"
0,(vr-- ��.'�'��. 11' -0"
REACTIONS
-19 9 $. I � 9' -0"
0
O
M
HANGER LIST
MANE HANDGER TRUSS I.D.
Us e-24:1 S7 �
15:I1- k9S0A) ScJ Q A -?�c
U 7,l0
V SP -2 G
- 35 12
P
O
T
0
v
J
f►�o'UM
y 00
a W
00
F 4 Z. 0J •'
Z
W .
M N � "o v SG•
it � _ � • ',�.
c., N
0,0
F�
ZY L OW ao
O ; W
0 �McLo
Z o- ;a
° o . LL M
0 N� Q
U) MQ LL
0 02 1%
W
F
f`
ra "
M
W m m
LL C
M
IL
O z .
10 v=i
yzQ
JW
a=
wW
o>
00
Zd Ui
19 F
°
off o
W
aoo 0
igu z
y0
� J
F. J
'0
NU
Om
J�
WV
V6
Wa
>v
lu
�y m
W
O W
� o
U
ICI 1 i W WW U
U N LL
W rn
ti
UU Z Q
I Q W •
LLI
'•z 1 LLI
c
O d w N o
4, N W 2 G w O
=ACTIONS q 0 4 0 H w -'
5 5f v 0 0 . a, 0 .W.r
�uFrS
201 -
CORNER SET U) _, z
SPACING 0 (D 8,;10�� "f-�{ w
�U1 -� n -J (O _�p OZm
MEAN HEIGHT _ U- ..Q
ALL TRUSSES SHOWN ON THIS LAYOUT z W
ARE TO BE ENGINEERED WITH A MEAN W F-- O� 1- � = U �
Uco H-W oo
HEIGHT OF w u- Q � Q'' , W z F-
0 ofI- W -r02W
23' -9" - Wo61'05 --WWW
U,WQc- 170cawu-
�_ zFnz -z
COMPONENTS /CLADDING ASCE 7 -02
TRUSS LOADING CONDITIONS
ROOF TRUSSES FLOOR TRUSSES
TOP CHORD LIVE: 30.0 TOP CHORD LIVE: NIA
TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A
BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: N/A
TOTAL LOAD (PSF) 55.0 TOTAL LOAD (PSF) N/A
LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: N/A
PLATE STRESS INCREASE: 1.00 PLATE STRESS INCREASE: VA
—
EXPOSURE CATEGORY C
BUILDING CATEGORY II
WIND DESIGN VELOCITY 146 MPH
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION FACTOR —_ —_ _ 1.33
O E-
=�w��Z� -w���=
I- _(Ow,,r¢WOdW
UOLL�I�tI W �O J
fYOpjOZ Oaa =OWWV
F-�WjOD5- 2 :t3zf -uWz�
v5'0 OJDOgza- ¢ -DMZd-
Z-<hZ J r� ;�O WaUZN�g
BQg0 O_._rn
UOQW._`..1 OO�OJ�F¢
• ZZ�= u�QcnVO�OOIn
OaZ��KW��mW4U?
ui w F
0OW- F� -"v v�~OHw�
oo-OZZ,u�C?- E z�
U��ZUm2,03S8Z
�o�0a�wooLL¢mw
InZZ aLLJ� J Q
WWmJFQZ
III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE Cr W O W o 0 o u- _J J W J
PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS w � m W 0,U100 , U1
ILL. 0
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES LL o LL a ,�,
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE vi
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT_ . Fi0 R_A`V COMMENT ATTACH�D•� r(
iio E, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED 11 T S-R, KI GS (� C01IIARM MARKINGS;« ; ! I )
SPACED 24" O.C. ACCORDANCE WITH F.B.0 ( ) RESUBIAIT ( )
UNLESS OTHERWISE SPEt� REVIEW IS FOR GENERAL CON�(!IRIAANC£
ALL UPLIFT CONNECTION TO TRUSSES WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS.
AND GIRDER TRUSSES IS THE '
RESPONSIBILITY OF ENG., ARCH., OR Markings or comments shall,not be construed as relieving the CON -
GENERAL CONTRACTOR. TRACTOR from compliance with the project plans and specifications.
No departure 111orefrom. The CONTRACTOR remains responsible
for data s and accuracy, for confirming and correlatitirf all quantities,
* SPECIAL HANGERS BY l;�j conditions and dimensions, for selecting tabricatiomprocess, for
PURCHASER OF TRUSS PACKAGE. techniques of assembly and construction, and I% peg orming his
PLEASE REFER TO INDIVIDUAL ENGINEERIN work in sale mann Q � D �'� s)& ^ T
SHEETS FOR NUMBER OF PLIES AND G• ��(� Y, 1
NAILING /BOLTING PATTERN REQUIREQ,FOR • n Itit,9 �R"j+
GIRDER TRUSSES. SET -BACK FOR HIP Efi - ��J'� - -, �`�i .rc Date
SHEATHING UNDER ALL
`�`' " "-` ` �?` � `��° � � � ► r
VALLEY SETS BY BLDR. g G D� bIFFERENTTRUSS DES14
- 116, ",.,�
0
O
M
HANGER LIST
MANE HANDGER TRUSS I.D.
Us e-24:1 S7 �
15:I1- k9S0A) ScJ Q A -?�c
U 7,l0
V SP -2 G
- 35 12
P
O
T
0
v
J
f►�o'UM
y 00
a W
00
F 4 Z. 0J •'
Z
W .
M N � "o v SG•
it � _ � • ',�.
c., N
0,0
F�
ZY L OW ao
O ; W
0 �McLo
Z o- ;a
° o . LL M
0 N� Q
U) MQ LL
0 02 1%
W
F
f`
ra "
M
W m m
LL C
M
IL
O z .
10 v=i
yzQ
JW
a=
wW
o>
00
Zd Ui
19 F
°
off o
W
aoo 0
igu z
y0
� J
F. J
'0
NU
Om
J�
WV
V6
Wa
>v
lu
�y m
W
O W
� o
U
ICI 1 i W WW U
U N LL
W rn
ti
UU Z Q
I Q W •
LLI
'•z 1 LLI
c
O d w N o
4, N W 2 G w O
=ACTIONS q 0 4 0 H w -'
5 5f v 0 0 . a, 0 .W.r
�uFrS
201 -
CORNER SET U) _, z
SPACING 0 (D 8,;10�� "f-�{ w
�U1 -� n -J (O _�p OZm
MEAN HEIGHT _ U- ..Q
ALL TRUSSES SHOWN ON THIS LAYOUT z W
ARE TO BE ENGINEERED WITH A MEAN W F-- O� 1- � = U �
Uco H-W oo
HEIGHT OF w u- Q � Q'' , W z F-
0 ofI- W -r02W
23' -9" - Wo61'05 --WWW
U,WQc- 170cawu-
�_ zFnz -z
COMPONENTS /CLADDING ASCE 7 -02
TRUSS LOADING CONDITIONS
ROOF TRUSSES FLOOR TRUSSES
TOP CHORD LIVE: 30.0 TOP CHORD LIVE: NIA
TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A
BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: N/A
TOTAL LOAD (PSF) 55.0 TOTAL LOAD (PSF) N/A
LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: N/A
PLATE STRESS INCREASE: 1.00 PLATE STRESS INCREASE: VA
—
EXPOSURE CATEGORY C
BUILDING CATEGORY II
WIND DESIGN VELOCITY 146 MPH
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION FACTOR —_ —_ _ 1.33
O E-
=�w��Z� -w���=
I- _(Ow,,r¢WOdW
UOLL�I�tI W �O J
fYOpjOZ Oaa =OWWV
F-�WjOD5- 2 :t3zf -uWz�
v5'0 OJDOgza- ¢ -DMZd-
Z-<hZ J r� ;�O WaUZN�g
BQg0 O_._rn
UOQW._`..1 OO�OJ�F¢
• ZZ�= u�QcnVO�OOIn
OaZ��KW��mW4U?
ui w F
0OW- F� -"v v�~OHw�
oo-OZZ,u�C?- E z�
U��ZUm2,03S8Z
�o�0a�wooLL¢mw
InZZ aLLJ� J Q
WWmJFQZ
III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE Cr W O W o 0 o u- _J J W J
PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS w � m W 0,U100 , U1
ILL. 0
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES LL o LL a ,�,
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE vi
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT_ . Fi0 R_A`V COMMENT ATTACH�D•� r(
iio E, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED 11 T S-R, KI GS (� C01IIARM MARKINGS;« ; ! I )
SPACED 24" O.C. ACCORDANCE WITH F.B.0 ( ) RESUBIAIT ( )
UNLESS OTHERWISE SPEt� REVIEW IS FOR GENERAL CON�(!IRIAANC£
ALL UPLIFT CONNECTION TO TRUSSES WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS.
AND GIRDER TRUSSES IS THE '
RESPONSIBILITY OF ENG., ARCH., OR Markings or comments shall,not be construed as relieving the CON -
GENERAL CONTRACTOR. TRACTOR from compliance with the project plans and specifications.
No departure 111orefrom. The CONTRACTOR remains responsible
for data s and accuracy, for confirming and correlatitirf all quantities,
* SPECIAL HANGERS BY l;�j conditions and dimensions, for selecting tabricatiomprocess, for
PURCHASER OF TRUSS PACKAGE. techniques of assembly and construction, and I% peg orming his
PLEASE REFER TO INDIVIDUAL ENGINEERIN work in sale mann Q � D �'� s)& ^ T
SHEETS FOR NUMBER OF PLIES AND G• ��(� Y, 1
NAILING /BOLTING PATTERN REQUIREQ,FOR • n Itit,9 �R"j+
GIRDER TRUSSES. SET -BACK FOR HIP Efi - ��J'� - -, �`�i .rc Date
SHEATHING UNDER ALL
`�`' " "-` ` �?` � `��° � � � ► r
VALLEY SETS BY BLDR. g G D� bIFFERENTTRUSS DES14
- 116, ",.,�
O
T
0
v
J
f►�o'UM
y 00
a W
00
F 4 Z. 0J •'
Z
W .
M N � "o v SG•
it � _ � • ',�.
c., N
0,0
F�
ZY L OW ao
O ; W
0 �McLo
Z o- ;a
° o . LL M
0 N� Q
U) MQ LL
0 02 1%
W
F
f`
ra "
M
W m m
LL C
M
IL
O z .
10 v=i
yzQ
JW
a=
wW
o>
00
Zd Ui
19 F
°
off o
W
aoo 0
igu z
y0
� J
F. J
'0
NU
Om
J�
WV
V6
Wa
>v
lu
�y m
W
O W
� o
U
ICI 1 i W WW U
U N LL
W rn
ti
UU Z Q
I Q W •
LLI
'•z 1 LLI
c
O d w N o
4, N W 2 G w O
=ACTIONS q 0 4 0 H w -'
5 5f v 0 0 . a, 0 .W.r
�uFrS
201 -
CORNER SET U) _, z
SPACING 0 (D 8,;10�� "f-�{ w
�U1 -� n -J (O _�p OZm
MEAN HEIGHT _ U- ..Q
ALL TRUSSES SHOWN ON THIS LAYOUT z W
ARE TO BE ENGINEERED WITH A MEAN W F-- O� 1- � = U �
Uco H-W oo
HEIGHT OF w u- Q � Q'' , W z F-
0 ofI- W -r02W
23' -9" - Wo61'05 --WWW
U,WQc- 170cawu-
�_ zFnz -z
COMPONENTS /CLADDING ASCE 7 -02
TRUSS LOADING CONDITIONS
ROOF TRUSSES FLOOR TRUSSES
TOP CHORD LIVE: 30.0 TOP CHORD LIVE: NIA
TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A
BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: N/A
TOTAL LOAD (PSF) 55.0 TOTAL LOAD (PSF) N/A
LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: N/A
PLATE STRESS INCREASE: 1.00 PLATE STRESS INCREASE: VA
—
EXPOSURE CATEGORY C
BUILDING CATEGORY II
WIND DESIGN VELOCITY 146 MPH
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION FACTOR —_ —_ _ 1.33
O E-
=�w��Z� -w���=
I- _(Ow,,r¢WOdW
UOLL�I�tI W �O J
fYOpjOZ Oaa =OWWV
F-�WjOD5- 2 :t3zf -uWz�
v5'0 OJDOgza- ¢ -DMZd-
Z-<hZ J r� ;�O WaUZN�g
BQg0 O_._rn
UOQW._`..1 OO�OJ�F¢
• ZZ�= u�QcnVO�OOIn
OaZ��KW��mW4U?
ui w F
0OW- F� -"v v�~OHw�
oo-OZZ,u�C?- E z�
U��ZUm2,03S8Z
�o�0a�wooLL¢mw
InZZ aLLJ� J Q
WWmJFQZ
III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE Cr W O W o 0 o u- _J J W J
PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS w � m W 0,U100 , U1
ILL. 0
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES LL o LL a ,�,
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE vi
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT_ . Fi0 R_A`V COMMENT ATTACH�D•� r(
iio E, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED 11 T S-R, KI GS (� C01IIARM MARKINGS;« ; ! I )
SPACED 24" O.C. ACCORDANCE WITH F.B.0 ( ) RESUBIAIT ( )
UNLESS OTHERWISE SPEt� REVIEW IS FOR GENERAL CON�(!IRIAANC£
ALL UPLIFT CONNECTION TO TRUSSES WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS.
AND GIRDER TRUSSES IS THE '
RESPONSIBILITY OF ENG., ARCH., OR Markings or comments shall,not be construed as relieving the CON -
GENERAL CONTRACTOR. TRACTOR from compliance with the project plans and specifications.
No departure 111orefrom. The CONTRACTOR remains responsible
for data s and accuracy, for confirming and correlatitirf all quantities,
* SPECIAL HANGERS BY l;�j conditions and dimensions, for selecting tabricatiomprocess, for
PURCHASER OF TRUSS PACKAGE. techniques of assembly and construction, and I% peg orming his
PLEASE REFER TO INDIVIDUAL ENGINEERIN work in sale mann Q � D �'� s)& ^ T
SHEETS FOR NUMBER OF PLIES AND G• ��(� Y, 1
NAILING /BOLTING PATTERN REQUIREQ,FOR • n Itit,9 �R"j+
GIRDER TRUSSES. SET -BACK FOR HIP Efi - ��J'� - -, �`�i .rc Date
SHEATHING UNDER ALL
`�`' " "-` ` �?` � `��° � � � ► r
VALLEY SETS BY BLDR. g G D� bIFFERENTTRUSS DES14
- 116, ",.,�
IL
O z .
10 v=i
yzQ
JW
a=
wW
o>
00
Zd Ui
19 F
°
off o
W
aoo 0
igu z
y0
� J
F. J
'0
NU
Om
J�
WV
V6
Wa
>v
lu
�y m
W
O W
� o
U
ICI 1 i W WW U
U N LL
W rn
ti
UU Z Q
I Q W •
LLI
'•z 1 LLI
c
O d w N o
4, N W 2 G w O
=ACTIONS q 0 4 0 H w -'
5 5f v 0 0 . a, 0 .W.r
�uFrS
201 -
CORNER SET U) _, z
SPACING 0 (D 8,;10�� "f-�{ w
�U1 -� n -J (O _�p OZm
MEAN HEIGHT _ U- ..Q
ALL TRUSSES SHOWN ON THIS LAYOUT z W
ARE TO BE ENGINEERED WITH A MEAN W F-- O� 1- � = U �
Uco H-W oo
HEIGHT OF w u- Q � Q'' , W z F-
0 ofI- W -r02W
23' -9" - Wo61'05 --WWW
U,WQc- 170cawu-
�_ zFnz -z
COMPONENTS /CLADDING ASCE 7 -02
TRUSS LOADING CONDITIONS
ROOF TRUSSES FLOOR TRUSSES
TOP CHORD LIVE: 30.0 TOP CHORD LIVE: NIA
TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A
BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: N/A
TOTAL LOAD (PSF) 55.0 TOTAL LOAD (PSF) N/A
LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: N/A
PLATE STRESS INCREASE: 1.00 PLATE STRESS INCREASE: VA
—
EXPOSURE CATEGORY C
BUILDING CATEGORY II
WIND DESIGN VELOCITY 146 MPH
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION FACTOR —_ —_ _ 1.33
O E-
=�w��Z� -w���=
I- _(Ow,,r¢WOdW
UOLL�I�tI W �O J
fYOpjOZ Oaa =OWWV
F-�WjOD5- 2 :t3zf -uWz�
v5'0 OJDOgza- ¢ -DMZd-
Z-<hZ J r� ;�O WaUZN�g
BQg0 O_._rn
UOQW._`..1 OO�OJ�F¢
• ZZ�= u�QcnVO�OOIn
OaZ��KW��mW4U?
ui w F
0OW- F� -"v v�~OHw�
oo-OZZ,u�C?- E z�
U��ZUm2,03S8Z
�o�0a�wooLL¢mw
InZZ aLLJ� J Q
WWmJFQZ
III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE Cr W O W o 0 o u- _J J W J
PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS w � m W 0,U100 , U1
ILL. 0
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES LL o LL a ,�,
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE vi
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT_ . Fi0 R_A`V COMMENT ATTACH�D•� r(
iio E, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED 11 T S-R, KI GS (� C01IIARM MARKINGS;« ; ! I )
SPACED 24" O.C. ACCORDANCE WITH F.B.0 ( ) RESUBIAIT ( )
UNLESS OTHERWISE SPEt� REVIEW IS FOR GENERAL CON�(!IRIAANC£
ALL UPLIFT CONNECTION TO TRUSSES WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS.
AND GIRDER TRUSSES IS THE '
RESPONSIBILITY OF ENG., ARCH., OR Markings or comments shall,not be construed as relieving the CON -
GENERAL CONTRACTOR. TRACTOR from compliance with the project plans and specifications.
No departure 111orefrom. The CONTRACTOR remains responsible
for data s and accuracy, for confirming and correlatitirf all quantities,
* SPECIAL HANGERS BY l;�j conditions and dimensions, for selecting tabricatiomprocess, for
PURCHASER OF TRUSS PACKAGE. techniques of assembly and construction, and I% peg orming his
PLEASE REFER TO INDIVIDUAL ENGINEERIN work in sale mann Q � D �'� s)& ^ T
SHEETS FOR NUMBER OF PLIES AND G• ��(� Y, 1
NAILING /BOLTING PATTERN REQUIREQ,FOR • n Itit,9 �R"j+
GIRDER TRUSSES. SET -BACK FOR HIP Efi - ��J'� - -, �`�i .rc Date
SHEATHING UNDER ALL
`�`' " "-` ` �?` � `��° � � � ► r
VALLEY SETS BY BLDR. g G D� bIFFERENTTRUSS DES14
- 116, ",.,�
O E-
=�w��Z� -w���=
I- _(Ow,,r¢WOdW
UOLL�I�tI W �O J
fYOpjOZ Oaa =OWWV
F-�WjOD5- 2 :t3zf -uWz�
v5'0 OJDOgza- ¢ -DMZd-
Z-<hZ J r� ;�O WaUZN�g
BQg0 O_._rn
UOQW._`..1 OO�OJ�F¢
• ZZ�= u�QcnVO�OOIn
OaZ��KW��mW4U?
ui w F
0OW- F� -"v v�~OHw�
oo-OZZ,u�C?- E z�
U��ZUm2,03S8Z
�o�0a�wooLL¢mw
InZZ aLLJ� J Q
WWmJFQZ
III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE Cr W O W o 0 o u- _J J W J
PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS w � m W 0,U100 , U1
ILL. 0
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES LL o LL a ,�,
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE vi
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT_ . Fi0 R_A`V COMMENT ATTACH�D•� r(
iio E, NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED 11 T S-R, KI GS (� C01IIARM MARKINGS;« ; ! I )
SPACED 24" O.C. ACCORDANCE WITH F.B.0 ( ) RESUBIAIT ( )
UNLESS OTHERWISE SPEt� REVIEW IS FOR GENERAL CON�(!IRIAANC£
ALL UPLIFT CONNECTION TO TRUSSES WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS.
AND GIRDER TRUSSES IS THE '
RESPONSIBILITY OF ENG., ARCH., OR Markings or comments shall,not be construed as relieving the CON -
GENERAL CONTRACTOR. TRACTOR from compliance with the project plans and specifications.
No departure 111orefrom. The CONTRACTOR remains responsible
for data s and accuracy, for confirming and correlatitirf all quantities,
* SPECIAL HANGERS BY l;�j conditions and dimensions, for selecting tabricatiomprocess, for
PURCHASER OF TRUSS PACKAGE. techniques of assembly and construction, and I% peg orming his
PLEASE REFER TO INDIVIDUAL ENGINEERIN work in sale mann Q � D �'� s)& ^ T
SHEETS FOR NUMBER OF PLIES AND G• ��(� Y, 1
NAILING /BOLTING PATTERN REQUIREQ,FOR • n Itit,9 �R"j+
GIRDER TRUSSES. SET -BACK FOR HIP Efi - ��J'� - -, �`�i .rc Date
SHEATHING UNDER ALL
`�`' " "-` ` �?` � `��° � � � ► r
VALLEY SETS BY BLDR. g G D� bIFFERENTTRUSS DES14
- 116, ",.,�