HomeMy WebLinkAboutCEDAR POINT TRUCK HEADQAURTERS WORKING SET 2/17/23 (1) - 22-00588 - Cedar Point Trucking - New Commercial BldgAREA MAP
PROJECT
SITE
GENERAL NOTES
1. DIFFERED SUBMITTALS
a. BEAM/HEADER SIZES, BY SUPPLIER
b. FLOOR JOISTS, BY SUPPLIER
c. POSTS, BY SUPPLIER
d. ELECTRICAL, SUPPLIER
e. MECHANICAL, BY SUPPLIER
f. SITE, BY OTHERS
g. FOUNDATION, BY OTHERS
h. METAL BUILDING, BY OTHERS
2. CONTRACTOR SHALL COORDINATE JRW DRAWINGS
W/ EQUIPMENT MANUFACTURES, AND METAL BUILDING
DRAWINGS
3. ALL CONSTRUCTION TO BE TO CURRENT ADAPTED CODES
AND REGULATION OF LOCAL JURISDICTION
4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC 718.2
5. PRIOR TO EXCAVATION, CONTRACTOR TO VERIFY AND
LOCATE ALL UNDERGROUND UTILITIES
6. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT ANSI,
ADA-AG, AND IBC REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO SIGNAGE, DOOR HARDWARE, AND CLEARANCES
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF
DIFFERED SUBMITTALS AND ALL SUBCONTRACTORS
8. BUILDING MANUFACTURE SHALL PROVIDE ALL TRIM,
CLOSURE PIECES CORNERS, ETC. FOR A WEATHER AND
INSECT TIGHT ENVELOPE
DRAWING INDEX
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
OF
10/10/2022 4:57:59 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
G1.0
CO
V
E
R
S
H
E
E
T
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
REXBURG,IDAHO
CEDARPOINT TRUCKING
G1.0 COVER SHEET
G1.1 CODE REVIEW PLAN
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
A1.0 OVERALL FLOOR PLAN
A1.1 1ST FLOOR PLAN
A1.2 2ND FLOOR PLAN
A2.1 EXTERIOR ELEVATIONS
A3.1 DETAILS / DOOR SCHEDULE
GENERAL
ARCHITECTURAL
Type of Construction
Stamped steel building plans:
Wind load,
Snow load(roof,ground)
Seismic D
Wind
Risk Category
Envelope COMM Check
Landings at doors and cross slope of sidewalks not to exceed 2% cross slope.
Panic hardware to be installed as per section 1010.
Special Inspector to be identified.
Exit lighting and Exit signs to compoly with 1008 and 1013..
W/
D
W/
D
UP
UP
UP
REF.
DN
DN
DN
RE
F
.
UP
RE
F
.
1
2
A
A
B
B
C
C
D
D
E
E
3
44
55
66
77
DRIVER'S
LOUNGE
OFFICE
OFFICE
?
RECEPTION
STORAGE
LAUNDRY ADA
RESTROOM
DRIVER'S
BATHROOM
DRIVER'S
BATHROOM RESTROOM
FIRE AREA #1
11,214 S.F.
MAIN & UPPER
FIRE AREA #2
2600 S.F.
TRAVEL
DISTANCE 94' -6"
3-HR RATED
WALL
3-HR RATED
WALL
OCCUPANCY 'S-1'
OCCUPANCY 'B'
OPENINGS SHALL BE
LIMITED TO 25% THE
AGGREGATE WIDTH.
MAXIMUM SINGLE OPEN
SHALL NOT EXCEED 1,565
S.F. DOORS SHALL HAVE 3-
HR RATING
RECEPTION
PARTS
TOILET
9 DEGREE SLANTED WALL
FIRE AREA #3
2600 S.F.
OCCUPANCY 'S-2'
OPEN
OFFICE
OPEN
OFFICE OPEN
OFFICE
SHOP
BREAK
ROOM
MECH SHOP
OFFICE
PARTS
COUNTER
TRAVEL
DISTANCE 124'-0"
EXITEXIT
EXIT
EXIT
EXIT EXIT
EXIT EXIT
OCCUPANCY 'B'
FIRE AREA #1
11,214 S.F.
MAIN & UPPER
OPENINGS SHALL BE
LIMITED TO 25% THE
AGGREGATE WIDTH.
MAXIMUM SINGLE OPEN
SHALL NOT EXCEED 1,565
S.F. DOORS SHALL HAVE 3-
HR RATING
TRAVEL
DISTANCE 97' -0"
TRAVEL
DISTANCE 97' -0"
TRAVEL DISTANCE
135' -6"
5,607/150sf = 38 occ.
5,607/150sf = 38 occ
32 OCCUPANTS
13 OCCUPANTS
18 OCCUPANTS
20 OCCUPANTS
TRAVEL
DISTANCE 53' -6"
5 OCCUPANTS
1
2
A
A
B
B
C
C
D
D
E
E
3
MANAGEMENT
OFFICE /
CONFERENCE
MECHANICAL/
SERVER
RESTROOMRESTROOMMECH RESTROOM
OFFICE
BREAKROOM
TRAVEL DISTANCE
94' -6" < 200'
OCCUPANT LOAD 18 < 49
ONLY 1 EXIT REQ'D
OPEN TO BELOW
3-HR RATED WALL
OFFICE OFFICE
BREAKROOM
OFFICEOFFICE
TOILET
9 DEGREE SLANTED WALL
OPEN
OFFICE
OPEN
OFFICE
RESTROOM
TRAVEL DISTANCE
124'-0" < 200'
OCCUPANT LOAD 18 < 49
ONLY 1 EXIT REQ'D
EXIT
EXIT
EXIT EXIT
19
OCCUPANTS 19
OCCUPANTS
(3) LAYERS 5/8" TYPE SCX
3-5/8" STEEL STUDS EQ25 @24" O.C.
3-1/2" FIBERGLASS INSUL.
(3) LAYERS 5/8" TYPE SCX
UL U419 3-HOUR
PLUMBING FIXTURE COUNT:
BUSINESS: 75 TOTAL OCCUPANTS
FEMALE: 38 1 W.C. PER 25 = 2 < 3 PROVIDED: PASS
MALE: 38 1 W.C. PER 25 = 2 < 3 PROVIDED: PASS
FACTORY: 59 TOTAL OCCUPANTS
FEMALE: 30 1 W.C. PER 100 = 1 ≤1 PROVIDED: PASS
MALE: 30 1 W.C. PER 100 = 1 ≤1 PROVIDED: PASS
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
12/19/2022 1:48:51 PM
S:\Drawings\924 - Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
G1.1
CO
D
E
R
E
V
I
E
W
P
L
A
N
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1" = 10'-0"
1ST FLOOR CODE REVIEW
SCALE:1" = 10'-0"
2ND FLOOR CODE REVIEW
MAIN LEVEL OCCUPANCY
FIRE AREA #1 5,607 S.F. / 150 GROSS* = 38 OCC.
FIRE AREA #2 2,600 S.F. / 100 GROSS* = 26 OCC.
FIRE AREA #3 3,300 S.F. / 100 GROSS* = 33 OCC.
UPPER LEVEL OCCUPANCY
FIRE AREA #1 5,607 S.F. / 150 GROSS* = 38 OCC.
TOTAL OCCUPANTS = 135 OCC.
*TABLE 1004.5
15 6
Penetrations shall comply with Section 7 14 .
Openings to be rated as per Section 7 16 .
Concealed spaces need to be fireblocked/draftstopped as per section
7 18.
Drinking fountains
CL
LC
C L
LC
LC LC C L
LC
#304
ROOM
WASTE
TOWELS TOWELS
WASTE
VEND.
WASTE
48
"
A
F
F
M
A
X
48
"
A
F
F
M
A
X
48
"
A
F
F
M
A
X
TO
O
P
E
R
A
B
L
E
CO
N
T
R
O
L
S
T
Y
P
TO
D
I
S
I
P
N
S
I
N
G
OU
T
L
E
T
T
Y
P
TO
D
I
S
I
P
N
S
I
N
G
OU
T
L
E
T
T
Y
P
48
"
A
F
F
M
A
X
TO
D
I
S
I
P
N
S
I
N
G
OU
T
L
E
T
T
Y
P
48
"
A
F
F
M
A
X
TO
O
P
E
N
I
N
G
19
"
A
F
F
M
I
N
27
"
A
F
F
M
A
X
19
A
F
F
M
I
N
27
"
A
F
F
M
A
X
TOWEL DISPENSER & WASTE
RECEPTACLE TOWEL DISPENSER HAND DRYER
SANITARY
PRODUCTS
VENDOR
WASTE RECEPTACLE TISSUE
DISPENSER
NAPKIN
DISPOSAL
NOTE:
PROVIDE A MIN CLEAR FLOOR
SPACE OF 30"x48" AT APPROACH
ALONG AN ACCESSIBLE ROUTE.
3 3 " M I N
3 6 " M A X
12" MAX
3'-8" MIN
36" MAX
39" - 41"
3 9 " - 4 1 "
1 8 " M A X
1 7 " - 1 9 "
1 1/4" TO 1 1/2" O.D. GRAB BAR
(TYP)
18" MIN
36" MIN
6" MAX
TOILET TOILET
1 1/2" MIN CLEAR TO
WALL OR DISPENSERS
T O D I S P . O U T L E T
4 8 " M A X
T O M I R R O R
3 8 " M A X
9 " M I N
MIN CLR WIDTH
2' - 6"
2 9 " M I N
3 4 " M A X
BO
T
T
O
M
O
F
AP
R
O
N
TO
P
O
F
R
I
M
INSULATE ALL
EXPOSED PIPES
NOTE:
FLUSH VALVE HANDLE ON WIDE
SIDE OF TOILET, 44" AFF MAX.
NOTE:
GRAB BARS MUST NOT ROTATE
WITHIN THEIR FITTINGS.
STANDARD ACCESSIBILITY:
1. ALL DOORS IN THE PUBLIC AND COMMON USE AREAS
SHALL COMPLY WITH ANSI A117.1, INCLUDING
NECESSARY MANEUVERING CLEARANCES AND
ACCESSIBLE DOOR HARDWARE. THIS INCLUDES THE
EXTERIOR SIDE OF THE MAIN ENTRY DOORS TO
DWELLING UNITS.
2. ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH WHEN
DOOR IS OPEN 90 DEGREES.
3. ALL PLUMBING FIXTURES AND APPLIANCES IN
DWELLING UNITS SHALL HAVE MIN 30" x 48" CLEAR
FLOOR SPACE AS REQUIRED BY FHA.
4. ALL PLUMBING FIXTURES, APPLIANCES, AND
TELEPHONES IN PUBLIC AND COMMON USE AREAS
6" MAX TOE
17" MIN
2 7 " M I N
2 9 " M I N
BO
T
T
O
M
O
F
AP
R
O
N
3 4 " M A X
AF
F
T
O
T
O
P
O
F
RI
M
8" MIN
KNEE
CLEARANCE
CLEARANCE
9 " M I N
6" MAX
8" MIN
2 7 " M I N
O F S P O U T
3 6 " M A X T O P
17"-19"
5 ' - 0 " A F F
MOUNT SIGNS AT LATCH SIDE OF DOOR,
OR NEAREST ADJACENT WALL.
AT WALL
18" MIN
CLR WIDTH
30" MIN
T O P O F R I M
1 7 " M A X
FACE OF FINISHED WALL
NOTES:
1. FLUSH VALVE HANDLE
AT 44" AFF MAX.
2. 30" x 48" MIN CLR FLR
SPACE AT APPROACH
3. 5 LBS MAX FORCE TO
OPERATE FLUSH VALVE.
4. 14" MIN PROJECTION
FROM WALL.
1 5 " M I N
4 8 " M A X
ELEC.
OUTLET
SWITCHES,
THERMOSTATS, ETC.
LAVATORY, MIRROR, AND
SOAP DISPENSER
LAVATORY DRINKING FOUNTAIN PERMANENT ROOM
SIGNAGE
URINAL ELECTRICAL DEVICES
NOTE:
18" MIN CLR FROM WALL TO
OF LAVATORYLC
NOTE:
PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19" MAX
EXTENDING UNDER LAV./D.F. TO INSULATED PIPING/PLUMBING.
NOTE:
FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED, OR
APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN FLOW), AND
BE OPERABLE w/ ONE HAND, NOT REQUIRING TIGHT GRASPING,
PINCHING, OR TWISTING OF WRIST. 5 LBS. MAX FORCE REQUIRED
TO ACTIVATE CONTROLS.
FINISH FLOOR TYP.FINISH FLOOR TYP.FINISH FLOOR TYP.
0 ' - 9 "
3 3 " - 3 6 "
3 " - 6 "
1 ' - 6 "
CONTROL END
ELEVATION
BACK WALL ELEVATION PLAN VIEW
3 3 " - 3 6 "
3 3 " - 3 6 "
3 " - 6 "
1 ' - 6 "
1 ' - 0 "
24" MAX 24" MIN 12" MAX
4 " M A X
2 4 " M I N
BACK WALL
HE
A
D
E
N
D
W
A
L
L
CO
N
T
R
O
L
EN
D
W
A
L
L
1 5 " M I N
4 8 " M A X
20" MAX
4 8 " M A X
>20"-25"
4 4 " M A X
10" MAX
4 8 " M A X
1 5 " M I N .
10" MAX
3 4 " M A X 4 8 " M A X
3 4 " M A X
4 8 " M A X
>10"-24"
48" MIN
19" MAX
2 7 " M I N
3 4 " M A X
17" MIN
4 0 " M A X
3 4 " M A X
2 7 " M I N
9 " M I N
6" MAX8" MIN
GUIDANCE FOR KNEE SPACES IN "A"
BATHROOMS
GUIDANCE FOR KNEE SPACES IN "B"
BATHROOMS
KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
10/10/2022 4:58:04 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
G1.2
GE
N
E
R
A
L
A
C
C
E
S
S
I
B
I
L
I
T
Y
R
E
Q
U
I
R
E
M
E
N
T
S
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
SCALE:3/8" = 1'-0"
Standard Accessibility Installation Requirements
SCALE:1/2" = 1'-0"
Typical Clearance Requirements
W/D
W/D
UP
UP
UP
RE
F
.
1
1
2
2
AA
BB
CC
DD
EE
3
3
4
4
5
5
6
6
7
7
4'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
4'
-
0
"
4' - 0"26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0"
26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
DRIVER'S
LOUNGE
105
WORK
AREA
120
OFFICE
119
OFFICE
118
OFFICE
117
OFFICE
116
OFFICE
115
SHOP
OFFICE
112
LOUNGE
101
STORAGE
102
10
0
'
-
0
"
LAUNDRY
104
ADA
BATHROOM
103
DRIVER'S
BATHROOM
106
DRIVER'S
BATHROOM
107
DRIVER'S
BATHROOM
110
OFFICE
123
101A
119B
104A
102A
105B
105A
106A
107A
110A
112B
112A
126A
117A
116A
118A
119A
116B
120B
AREA #3
128
AREA #2
127
127A
127H 127G 127F
127E
127D
127C127B 128A 128B 128C
128D
128E128F128G
1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"3' - 3"3' - 0"
1' - 3"
4' - 3"8' - 0"2' - 3 1/2"1' - 5 1/2"
1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"2' - 2"3' - 0"2' - 4"
27
'
-
0
"
12
'
-
0
"
22
'
-
0
"
12
'
-
0
"
27
'
-
0
"
19
'
-
0
"
6'
-
0
"
120A
109A
114A
113A
122A
125A
115A
103A
OFFICE
114
MECH
121
LOUNGE
126
CONFERENCE
124 PARTS
ROOM
113
TOILET
109
123A
121A10
8
'
-
0
"
176' - 0"
176' - 0"
108A
111A
TOILET
125
CLOSET /
MECH
122
124A 3 -HR
R
A
T
E
D
W
A
L
L
3 -HR
R
A
T
E
D
W
A
L
L
9
D
E
G
R
E
E
S
L
A
N
T
E
D
W
A
L
L
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
10/10/2022 4:57:45 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.0
OV
E
R
A
L
L
F
L
O
O
R
P
L
A
N
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/8" = 1'-0"
OVERALL FLOOR PLAN - 1ST FLOOR
NO
R
T
H
W/D
W/D
UP
UP
UP
RE
F
.
1
1
2
2
AA
BB
CC
DD
EE
3
3
4
4
5
5
6
6
7
7
4'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
4'
-
0
"
4' - 0"26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0"
26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
DRIVER'S
LOUNGE
105
WORK
AREA
120
OFFICE
119
OFFICE
118
OFFICE
117
OFFICE
116
OFFICE
115
SHOP
OFFICE
112
LOUNGE
101
STORAGE
102
10
0
'
-
0
"
LAUNDRY
104
ADA
BATHROOM
103
DRIVER'S
BATHROOM
106
DRIVER'S
BATHROOM
107
DRIVER'S
BATHROOM
110
OFFICE
123
101A
119B
104A
102A
105B
105A
106A
107A
110A
112B
112A
126A
117A
116A
118A
119A
116B
120B
AREA #3
128
AREA #2
127
127A
127H 127G 127F
127E
127D
127C127B 128A 128B 128C
128D
128E128F128G
1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"3' - 3"3' - 0"
1' - 3"
4' - 3"8' - 0"2' - 3 1/2"1' - 5 1/2"
1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"2' - 2"3' - 0"2' - 4"
27
'
-
0
"
12
'
-
0
"
22
'
-
0
"
12
'
-
0
"
27
'
-
0
"
19
'
-
0
"
6'
-
0
"
120A
109A
114A
113A
122A
125A
115A
103A
OFFICE
114
MECH
121
LOUNGE
126
CONFERENCE
124 PARTS
ROOM
113
TOILET
109
123A
121A10
8
'
-
0
"
176' - 0"
176' - 0"
108A
111A
TOILET
125
CLOSET /
MECH
122
124A 3 -HR
R
A
T
E
D
W
A
L
L
3 -HR
R
A
T
E
D
W
A
L
L
9
D
E
G
R
E
E
S
L
A
N
T
E
D
W
A
L
L
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
10/10/2022 4:57:45 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.0
OV
E
R
A
L
L
F
L
O
O
R
P
L
A
N
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/8" = 1'-0"
OVERALL FLOOR PLAN - 1ST FLOOR
NO
R
T
H
SEE ENLARGED FLOORPLANS FOR CURRENT LAYOUT
W/D
W/D
UP
UP
UP
RE
F
.
1
1
2
2
AA
BB
CC
DD
EE
3
3
4
4
5
5
6
6
7
7
4'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
4'
-
0
"
4' - 0"26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0"
26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"16' - 0"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
DRIVER'S
LOUNGE
105
WORK
AREA
120
OFFICE
119
OFFICE
118
OFFICE
117
OFFICE
116
OFFICE
115
SHOP
OFFICE
112
LOUNGE
101
STORAGE
102
10
0
'
-
0
"
LAUNDRY
104
ADA
BATHROOM
103
DRIVER'S
BATHROOM
106
DRIVER'S
BATHROOM
107
DRIVER'S
BATHROOM
110
OFFICE
123
101A
119B
104A
102A
105B
105A
106A
107A
110A
112B
112A
126A
117A
116A
118A
119A
116B
120B
AREA #3
128
AREA #2
127
127A
127H 127G 127F
127E
127D
127C127B 128A 128B 128C
128D
128E128F128G
1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"3' - 3"3' - 0"
1' - 3"
4' - 3"8' - 0"2' - 3 1/2"1' - 5 1/2"
1' - 6"3' - 0"2' - 0"16' - 0"2' - 6"3' - 6"16' - 0"6' - 6"6' - 6"16' - 0"3' - 6"2' - 6"16' - 0"2' - 2"3' - 0"2' - 4"
27
'
-
0
"
12
'
-
0
"
22
'
-
0
"
12
'
-
0
"
27
'
-
0
"
19
'
-
0
"
6'
-
0
"
120A
109A
114A
113A
122A
125A
115A
103A
OFFICE
114
MECH
121
LOUNGE
126
CONFERENCE
124 PARTS
ROOM
113
TOILET
109
123A
121A10
8
'
-
0
"
176' - 0"
176' - 0"
108A
111A
TOILET
125
CLOSET /
MECH
122
124A 3 -HR
R
A
T
E
D
W
A
L
L
3 -HR
R
A
T
E
D
W
A
L
L
9
D
E
G
R
E
E
S
L
A
N
T
E
D
W
A
L
L
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
10/10/2022 4:57:45 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.0
OV
E
R
A
L
L
F
L
O
O
R
P
L
A
N
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/8" = 1'-0"
OVERALL FLOOR PLAN - 1ST FLOOR
NO
R
T
H
UP
UP
W/
D
W/
D
UP
11
22
A
A
B
B
C
C
D
D
E
E
4' - 0"25' - 0"25' - 0"25' - 0"25' - 0"4' - 0"
4'
-
0
"
26
'
-
0
"
27
'
-
0
"
4'
-
0
"
26
'
-
0
"
27
'
-
0
"
1'
-
3
"
5'
-
6
"
14
'
-
5
"
33
25' - 0"25' - 0"25' - 0"25' - 0"
DRIVER'S
LOUNGE
116
WORK
AREA
102
OFFICE
113
OFFICE
114
MECH
110
LOUNGE
101
STORAGE
103
100' - 0"
LAUNDRY
117
4'
-
4
"
3'
-
6
"
5'
-
0
"
11
'
-
2
"
20
'
-
2
3
/
4
"
5'
-
9
1
/
4
"
7'
-
4
"
3'
-
6
"
16
'
-
2
"
12' - 2"12' - 10"25' - 0"
9'
-
1
0
1
/
4
"
2' - 4"2' - 1 3/4"4' - 3"
1' - 3"5' - 6"1' - 6"4' - 0"1' - 6"5' - 6"0' - 8 1/2"5' - 6"3' - 6 1/2"1' - 3"4' - 0"1' - 0"4' - 0"3' - 10"4' - 0"1' - 0"4' - 0"1' - 11"1' - 11"4' - 0"1' - 0"4' - 0"1' - 11"1' - 11"4' - 0"1' - 0"4' - 0"1' - 3"3' - 6 1/2"5' - 6"0' - 8 1/2"5' - 6"1' - 6"4' - 0"1' - 6"5' - 6"1' - 3"
6' - 4 3/4"6' - 3 3/4"6' - 1 3/4"6' - 1 3/4"
4' - 7"3' - 0"6' - 8 9/32"8' - 0"2' - 8 23/32"25' - 0"17' - 2"3' - 0"4' - 10"
1'
-
3
"
5'
-
6
"
0'
-
8
1
/
2
"
5'
-
6
"
0'
-
8
1
/
2
"
5'
-
6
"
5'
-
0
3
/
4
"
8' - 2"5' - 2 1/2"7' - 4"4' - 1 1/2"
ADA
BATHROOM
104
DRIVER'S
BATHROOM
118
DRIVER'S
BATHROOM
119
BATHROOM
106
101A
117A
103A
116B
116A
118A 119A 106A
113C
121A
113A
102A
1
A3.1
WALL TO EXTEND
TO EXTERIOR
SHEATHING, TYP.
TOILET
109
CLOSET
120
CLOSET
105
SHOP
BREAK
ROOM
108
PARTS
112
TOILET
122
108' - 0"
17
'
-
2
"
8'
-
1
0
"
4'
-
3
"
22
'
-
9
"
KITCHENETTE
PARTS COUNTER
120A
109A
105A
111A
122A
2' - 2"
6'
-
4
7
/
8
"
8'
-
4
3
/
4
"
3'
-
6
"
104A
108A
3-HR RATED WALL
9 DEGREE SLANTED WALL
11
'
-
1
0
1
/
2
"
3'
-
0
"
1'
-
3
1
/
2
"
25' - 0"
SHELF ABOVE WINDOW SHELF ABOVE WINDOW SHELF ABOVE WINDOW SHELF ABOVE WINDOW
DOUBLE SHELFS
CUBBIES
CUBBIES
OFFICE SUPPLIES
36" X 60" SHOWER 36" X 60" SHOWER
LINEN
FI
L
E
C
A
B
S
COPIER
MAIL
SHOP OFFICE
111
CLOSET
107
FUTURE
115
LOCKERS
BE
N
C
H
CA
B
S
MAIL
VE
N
D
I
N
G
110A
113B
LAUNGE
121
MEC
123
112A
112B
107A
114A
121B
123A
115A
0'
-
7
"
3'
-
0
"
0'
-
1
0
3
/
8
"
18
'
-
3
5
/
8
"
8'
-
8
"
4'
-
0
"
4'
-
3
"
3'
-
0
"
4'
-
3
3
/
4
"
5'
-
0
"
1'
-
9
"
4'
-
0
"
1'
-
8
"
4'
-
0
"
1'
-
8
"
4'
-
5
3
/
8
"
12
'
-
0
"
6'
-
3
5
/
8
"
12' - 2"12' - 8 3/16"
6'
-
3
1
/
2
"
5' - 11 5/8"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
11/29/2022 10:59:25 AM
S:\Drawings\924 - Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.1
1S
T
F
L
O
O
R
P
L
A
N
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/4" = 1'-0"
1ST FLOOR
NORTH
RE
F
.
UP
RE
F
.
11
22
A
A
B
B
C
C
D
D
E
E
33
4' - 0"25' - 0"25' - 0"25' - 0"25' - 0"4' - 0"
8' - 0 3/4"6' - 0"6' - 1 1/4"6' - 0"6' - 1 1/4"9' - 0"14' - 7 1/2"
MANAGEMENT
OFFICE /
CONFERENCE
202
TOILET
208
MECH
206
OFFICE
204
KITCHEN
203
1' - 3"5' - 6"0' - 9 1/2"5' - 6"0' - 8 1/2"5' - 6"9' - 9"1' - 4"4' - 0"6' - 1"4' - 0"1' - 0"4' - 0"4' - 7"5' - 6"4' - 0"1' - 0"4' - 0"1' - 0"4' - 0"5' - 6"9' - 9"5' - 6"0' - 8 1/2"5' - 6"0' - 9 1/2"5' - 6"
4'
-
0
"
26
'
-
0
"
27
'
-
0
"
25' - 0"25' - 0"25' - 0"25' - 0"
100' - 0"
1'
-
3
"
5'
-
6
"
20
'
-
2
3
/
4
"
5'
-
9
1
/
4
"
15
'
-
5
1
/
4
"
11
'
-
6
3
/
4
"
5'
-
0
"
5'
-
0
"
5'
-
5
1
/
4
"
3'
-
6
3
/
4
"
5'
-
0
"
3'
-
0
"
4'
-
0
"
26
'
-
0
"
27
'
-
0
"
4' - 3"
1
A3.1
WALL TO EXTEND
TO EXTERIOR
SHEATHING, TYP.
3-HR RATED WALL
5'
-
7
1
1
/
1
6
"
5' - 7 11/16"
16' - 0"9' - 4 1/4"5' - 0 13/16"
5'
-
0
1
3
/
1
6
"
OFFICE
210
OFFICE
221
OFFICE
218
OFFICE
212
6'
-
7
"
17
'
-
8
"
LIBRARY
220
10
'
-
8
"
10
'
-
4
"
5'
-
0
"
15
'
-
7
1
1
/
1
6
"
11
'
-
4
5
/
1
6
"
4' - 4 3/8"
6' - 8 3/8"18' - 3 5/8"
1'
-
3
"
5'
-
6
"
0'
-
8
1
/
2
"
5'
-
6
"
0'
-
8
1
/
2
"
5'
-
6
"
5'
-
0
3
/
4
"
108' - 0"
9 DEGREE SLANTED WALL
GLASS WALL, TEMPERED
SHELF ABOVE WINDOW SHELF ABOVE WINDOW SHELF ABOVE WINDOW
12' - 4 7/8"18' - 10 1/2"
5 ' -
1
1
/
4
"
5'
-
1
1
/
4
"
6'
-
5
1
/
2
"
FI
R
E
P
L
A
C
E
42
"
D
E
E
P
D
E
S
K
5'
-
1
1
/
4
"
14
'
-
7
1
/
1
6
"
5'
-
9
"
3' - 0"4' - 4 7/8"
15
'
-
3
"
3' - 5 15/16"
11
'
-
4
5
/
1
6
"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
12/9/2022 4:09:15 PM
S:\Drawings\924 - Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.2
2N
D
F
L
O
O
R
P
L
A
N
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/4" = 1'-0"
2ND FLOOR
NORTH
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev110' -4 1/2"
TOW
4' - 0"1' - 0"
1'
-
3
"
OPEN TO BEHIND
6'
-
8
"
0'
-
6
5
/
8
"
1' - 0"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
10/10/2022 4:57:58 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A3.1
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/2" = 1'-0"
STAIR SECTION
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
1234567
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
1 2 3 4 5 6 7
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
A B C D E
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
ABCDE
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
10/10/2022 4:57:57 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A2.1
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/8" = 1'-0"
NORTH
SCALE:1/8" = 1'-0"
SOUTH
SCALE:1/8" = 1'-0"
EAST
SCALE:1/8" = 1'-0"
WEST
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
1234567
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
1 2 3 4 5 6 7
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
A B C D E
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
elev100' -0"
1ST FLOOR
elev112' -8 1/2"
2ND FLOOR
elev118' -10 1/2"
ROOF_LOW
elev97' -0"
T.O.FOOTING
elev126' -0"
ROOF_HIGH
elev102' -0"
T.O. FOUNDATION
ABCDE
elev110' -4 1/2"
TOW
elev130' -0"
TOWER ROOF
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
10/10/2022 4:57:57 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A2.1
EX
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
9/27/2022
GTO
BAM
9/27/22
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/8" = 1'-0"
NORTH
SCALE:1/8" = 1'-0"
SOUTH
SCALE:1/8" = 1'-0"
EAST
SCALE:1/8" = 1'-0"
WEST
UP
UP
W/
D
W/
D
11
22
A
A
B
B
C
C
D
D
E
E
4' - 0"25' - 0"25' - 0"25' - 0"25' - 0"4' - 0"
4'
-
0
"
26
'
-
0
"
27
'
-
0
"
4'
-
0
"
26
'
-
0
"
27
'
-
0
"
2'
-
0
"
12
'
-
0
"
5'
-
0
"
3'
-
0
"
4'
-
0
"
33
25' - 0"25' - 0"25' - 0"25' - 0"
DRIVER'S
LOUNGE
WORK AREA
OFFICE 4 OFFICE 3 OFFICE 2
OFFICE 1
PARTS
SHOP OFFICE
LOUNGE
STORAGE
100' - 0"
LAUNDRY
12
'
-
2
"
8'
-
0
3
/
4
"
5'
-
9
1
/
4
"
4'
-
1
"
3'
-
3
"
3'
-
6
"
5'
-
0
"
11
'
-
6
"
0'
-
6
"
17
'
-
2
"
14
'
-
1
1
1
/
2
"
4'
-
8
1
/
2
"
12
'
-
8
"
108' - 0"
20
'
-
2
3
/
4
"
5'
-
9
1
/
4
"
7'
-
4
"
3'
-
6
"
16
'
-
2
"
12' - 1"12' - 11"12' - 7 1/2"12' - 4 1/2"
9'
-
1
0
1
/
4
"
2' - 2"2' - 1 3/4"3' - 0"1' - 3"
2' - 0"10' - 0"4' - 6"3' - 0"5' - 6"3' - 0"6' - 0"3' - 4 1/2"3' - 7 1/2"6' - 0"3' - 0"3' - 0"6' - 0"3' - 11"3' - 1"6' - 0"3' - 0"5' - 6"3' - 0"4' - 6"10' - 0"6' - 0"
5' - 1 3/4"6' - 3 3/4"6' - 1 3/4"6' - 1 3/4"
5' - 4 1/2"4' - 0"3' - 6"8' - 0"5' - 4 1/2"17' - 2"3' - 0"4' - 10"
11
'
-
1
0
1
/
2
"
3'
-
0
"
1'
-
3
1
/
2
"
2'
-
0
"
12
'
-
0
"
6'
-
2
3
/
4
"
7' - 11 5/8"5' - 2 1/2"11' - 5 1/2"
ADA
BATHROOM
BATHROOM BATHROOM BATHROOM
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
C
E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
R
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
PR
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
TA
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
OL
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
EA
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
I
S
P
R
O
HI
B
I
T
E
D
OF
PRE L IM IN A RY NO T F OR CO NS T RUCTION
9/14/2022 3:53:52 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.1
1S
T
F
L
O
O
R
P
L
A
N
#924
CE
D
A
R
P
O
I
N
T
T
R
U
C
K
I
N
G
Issue Date
GTO
BAM
RE
X
B
U
R
G
,
ID
A
H
O
0
SCALE:1/4" = 1'-0"
1ST FLOOR
NORTH
will need to flip the
window and door
positions so egress
travel distance is
within the allowable
bathroom wall will be
moved out to pickup
the posts
24"x24"x10" ftg.
42"x42"x12" ftg.
42"x42"x12" ftg.
24"x24"x10" ftg.
42"x42"x12" ftg.
42"x42"x12" ftg.
42"x42"x12" ftg.
POST W/ FOOTING AS NOTED
W/ #4 AT 12" O.C. EA. WAY
BEARING WALL W/ 24"x10"
CONT. FOOTING W/ (2) CONT.
#4 BOTTOM
BEAM/HEADER
DR
O
P
B
E
A
M
FL
U
S
H
B
E
A
M
DR
O
P
B
E
A
M
BEAM, HEADER, FLOOR
JOISTS AND POST SIZES TO
BE DIFFERED SUBMITTAL
FURNISHED BY SUPPLIER
K
E
Y
N
O
T
E
S
:
1
.
F
I
N
I
S
H
E
D
G
R
A
D
E
W
H
E
R
E
O
C
C
U
R
S
2
.
D
O
N
O
T
E
X
C
A
V
A
T
E
A
T
R
E
N
C
H
C
L
O
S
E
R
T
H
A
N
A
4
5
D
E
G
R
E
E
A
N
G
L
E
T
O
B
E
L
O
W
B
O
T
T
O
M
F
O
O
T
I
N
G
O
R
F
O
U
N
D
A
T
I
O
N
3
.
B
O
T
T
O
M
O
F
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
4
.
B
O
T
T
O
M
O
F
T
R
E
N
C
H
N
O
T
E
:
A
.
D
O
N
O
T
U
N
D
E
R
C
U
T
E
X
I
S
T
I
N
G
F
O
O
T
I
N
G
S
B
.
N
O
P
I
P
E
O
R
O
T
H
E
R
U
T
I
L
I
T
I
E
S
S
H
A
L
L
P
A
S
S
T
H
R
U
W
A
L
L
F
O
O
T
I
N
G
S
O
R
U
N
D
E
R
C
O
L
U
M
N
F
O
O
T
I
N
G
S
1
1
1
2
3
4
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
A
B
O
V
E
F
O
O
T
I
N
G
,
S
E
E
D
E
T
A
I
L
S
.
T
1
T
R
E
N
C
H
P
A
R
A
L
L
E
L
T
O
C
O
N
T
I
N
U
O
U
S
S
T
R
A
P
F
O
O
T
I
N
G
T
D
0
1
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
2
.
S
L
E
E
V
E
-
P
R
O
V
I
D
E
1
2
"
M
I
N
I
M
U
M
C
L
E
A
R
A
N
C
E
A
R
O
U
N
D
P
I
P
E
O
R
C
O
N
D
U
I
T
3
.
P
I
P
E
O
R
C
O
N
D
U
I
T
4
.
C
O
N
C
R
E
T
E
F
I
L
L
T
O
B
E
P
L
A
C
E
D
B
E
F
O
R
E
F
O
O
T
I
N
G
I
S
P
O
U
R
E
D
-
F
O
R
M
S
A
M
E
A
S
F
O
O
T
I
N
G
A
N
D
P
O
U
R
F
U
L
L
W
I
D
T
H
O
F
P
I
P
E
T
R
E
N
C
H
5
.
S
T
E
M
W
A
L
L
N
O
T
E
:
A
.
N
O
P
I
P
E
S
H
A
L
L
P
A
S
S
T
H
R
U
F
O
O
T
I
N
G
O
R
U
N
D
E
R
C
O
L
U
M
N
F
O
O
T
I
N
G
S
.
F
O
R
T
R
E
N
C
H
E
S
G
R
E
A
T
E
R
T
H
A
N
3
'
-
6
"
B
E
L
O
W
B
O
T
T
O
M
O
F
F
O
O
T
I
N
G
,
S
E
E
P
I
P
E
P
A
S
S
I
N
G
B
E
L
O
W
W
A
L
L
F
O
O
T
I
N
G
D
E
T
A
I
L
.
1
2
3
4
5
5
4
2
1
3
T
2
P
I
P
E
P
A
S
S
I
N
G
U
N
D
E
R
W
A
L
L
F
O
O
T
I
N
G
I
N
S
H
A
L
L
O
W
T
R
E
N
C
H
T
D
0
2
N
O
S
C
A
L
E
6" MIN 8" MIN
3'-0" MAX
8
"
M
I
N
A
S
E
C
T
I
O
N
A
K
E
Y
N
O
T
E
S
:
1
.
S
T
E
M
W
A
L
L
2
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
3
.
1
'
-
6
"
M
A
X
I
M
U
M
-
W
H
E
R
E
T
R
E
N
C
H
E
X
C
E
E
D
S
1
'
-
6
"
N
O
T
I
F
Y
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
P
R
I
O
R
T
O
P
L
A
C
E
M
E
N
T
O
F
F
O
O
T
I
N
G
S
4
.
B
A
C
K
F
I
L
L
A
N
D
R
E
C
O
M
P
A
C
T
T
R
E
N
C
H
P
E
R
S
O
I
L
S
R
E
P
O
R
T
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
5
.
B
O
T
T
O
M
O
F
T
R
E
N
C
H
N
O
T
E
:
A
.
D
O
N
O
T
U
N
D
E
R
C
U
T
E
X
I
S
T
I
N
G
F
O
O
T
I
N
G
S
B
.
N
O
P
I
P
E
S
O
R
O
T
H
E
R
U
T
I
L
I
T
I
E
S
S
H
A
L
L
P
A
S
S
T
H
R
U
W
A
L
L
F
O
O
T
I
N
G
S
O
R
U
N
D
E
R
C
O
L
U
M
N
F
O
O
T
I
N
G
S
1
5
4
3
23'-1" OR GREATER
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
A
B
O
V
E
F
O
O
T
I
N
G
,
S
E
E
D
E
T
A
I
L
S
.
T
3
P
I
P
E
P
A
S
S
I
N
G
B
E
L
O
W
F
O
O
T
I
N
G
I
N
D
E
E
P
T
R
E
N
C
H
T
D
0
3
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
S
L
O
P
E
D
F
I
N
I
S
H
G
R
A
D
E
2
.
M
I
N
I
M
U
M
F
O
O
T
I
N
G
D
E
P
T
H
P
E
R
G
.
S
.
N
.
-
1
2
"
M
I
N
I
M
U
M
3
.
D
E
E
P
E
N
F
O
O
T
I
N
G
A
S
R
E
Q
U
I
R
E
D
T
O
A
C
C
O
U
N
T
F
O
R
S
L
O
P
E
D
G
R
A
D
E
4
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
N
O
T
E
:
A
.
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
,
S
E
E
P
L
A
N
S
A
N
D
D
E
T
A
I
L
S
1
4
3 2
5
'
-
0
"
T
4
T
Y
P
I
C
A
L
D
E
T
A
I
L
F
O
R
F
O
U
N
D
A
T
I
O
N
E
M
B
E
D
M
E
N
T
T
D
0
4
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
2
.
C
O
N
T
K
E
Y
E
D
J
O
I
N
T
3
.
S
A
W
C
U
T
1
8
"
W
I
D
E
x
1
4
"
S
L
A
B
T
H
I
C
K
N
E
S
S
I
N
D
E
P
T
H
-
C
U
T
S
H
A
L
L
B
E
M
A
D
E
S
O
O
N
E
N
O
U
G
H
T
O
P
R
E
V
E
N
T
S
H
R
I
N
K
A
G
E
C
R
A
C
K
I
N
G
,
B
U
T
N
O
T
S
O
S
O
O
N
A
S
T
O
C
A
U
S
E
S
P
A
L
L
I
N
G
O
F
T
H
E
C
O
N
C
R
E
T
E
W
H
I
L
E
S
A
W
I
N
G
.
W
O
R
K
M
U
S
T
B
E
C
O
M
P
L
E
T
E
W
I
T
H
I
N
1
6
H
O
U
R
S
O
F
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
.
N
O
T
E
:
A
.
K
E
Y
E
D
J
O
I
N
T
S
N
E
E
D
O
N
L
Y
O
C
C
U
R
A
T
E
X
P
O
S
E
D
E
D
G
E
S
D
U
R
I
N
G
P
L
A
C
E
M
E
N
T
U
N
L
E
S
S
S
P
E
C
I
F
I
C
A
L
L
Y
N
O
T
E
D
O
N
T
H
E
P
L
A
N
S
.
B
.
"
T
O
O
L
W
E
T
J
O
I
N
T
"
,
"
Z
I
P
S
T
R
I
P
"
,
E
T
C
S
H
A
L
L
M
A
T
C
H
S
A
W
C
U
T
R
E
Q
U
I
R
E
M
E
N
T
S
1
2
3
1
1
2
"
6
"
6
"
1
2
"
X
S
A
W
C
U
T
J
O
I
N
T
X
K
E
Y
E
D
J
O
I
N
T
T
5
C
O
N
T
R
O
L
J
O
I
N
T
S
I
N
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
T
D
0
7
N
O
S
C
A
L
E
6
M
I
N
B
A
R
O
F
F
S
E
T
B
A
R
C
L
E
A
R
A
N
C
E
S
P
L
I
C
E
D
E
T
A
I
L
B
E
N
D
&
H
O
O
K
D
E
T
A
I
L
S
C
O
L
U
M
N
T
I
E
S
B
E
A
M
S
T
I
R
R
U
P
S
"
d
"
4
5
°
"
d
"
"
d
"
1
2
4
5
6
1
0
9
8
7
3
1
5
5
9
1
0
8
K
E
Y
N
O
T
E
S
:
1
.
L
A
P
-
S
E
E
G
.
S
.
N
.
2
.
M
A
X
I
M
U
M
1
5
L
A
P
B
U
T
N
O
T
M
O
R
E
T
H
A
N
6
"
3
.
W
I
R
E
T
I
E
S
4
.
1
d
(
1
"
M
I
N
I
M
U
M
)
5
.
R
A
D
I
U
S
=
3
d
F
O
R
B
A
R
S
N
O
T
O
V
E
R
#
8
;
4
d
F
O
R
#
9
,
#
1
0
,
A
N
D
#
1
B
A
R
S
;
5
d
F
O
R
#
1
4
A
N
D
#
1
8
B
A
R
S
,
5
d
F
O
R
A
L
L
G
R
A
D
E
4
0
B
A
R
S
W
I
T
H
1
8
0
D
E
G
R
E
E
H
O
O
K
6
.
4
D
(
4
"
M
I
N
I
M
U
M
)
7
.
1
2
d
(
9
0
D
E
G
R
E
E
H
O
O
K
)
8
.
6
d
(
4
"
M
I
N
I
M
U
M
)
9
.
1
3
5
D
E
G
R
E
E
B
E
N
D
1
0
.
B
E
N
D
A
R
O
U
N
D
1
1
2
"
P
I
N
F
O
R
#
3
B
A
R
S
.
B
E
N
D
A
R
O
U
N
D
2
"
P
I
N
F
O
R
#
4
B
A
R
S
.
B
E
N
D
A
R
O
U
N
D
2
1
2
"
P
I
N
F
O
R
#
5
B
A
R
S
.
T
6
T
Y
P
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
D
E
T
A
I
L
S
T
D
1
0
N
O
S
C
A
L
E
N
O
T
E
S
:
1
.
T
O
P
B
A
R
S
A
R
E
A
N
Y
H
O
R
I
Z
O
N
T
A
L
B
A
R
S
P
L
A
C
E
D
S
O
T
H
A
T
M
O
R
E
T
H
A
N
1
2
"
O
F
F
R
E
S
H
C
O
N
C
R
E
T
E
I
S
C
A
S
T
I
N
T
H
E
M
E
M
B
E
R
B
E
L
O
W
T
H
E
R
E
I
N
F
O
R
C
E
M
E
N
T
.
2
.
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
,
L
A
P
S
P
L
I
C
E
S
I
N
C
O
N
C
R
E
T
E
B
E
A
M
S
,
S
L
A
B
S
A
N
D
W
A
L
L
S
S
H
A
L
L
B
E
C
L
A
S
S
"
B
"
T
E
N
S
I
O
N
L
A
P
S
P
L
I
C
E
S
.
B
A
R
S
I
Z
E
C
L
A
S
S
B
T
E
N
S
I
O
N
S
P
L
I
C
E
L
E
N
G
T
H
S
f
'
c
=
3
,
0
0
0
P
S
I
f
'
c
=
4
,
0
0
0
P
S
I
f
'
c
=
5
,
0
0
0
P
S
I
H
O
I
R
Z
O
N
T
A
L
B
A
R
S
W
/
>
1
2
"
O
F
C
O
N
C
.
B
E
L
O
W
V
E
R
T
I
C
A
L
A
N
D
B
O
T
T
O
M
H
O
R
I
Z
O
N
T
A
L
B
A
R
S
H
O
I
R
Z
O
N
T
A
L
B
A
R
S
W
/
>
1
2
"
O
F
C
O
N
C
.
B
E
L
O
W
V
E
R
T
I
C
A
L
A
N
D
B
O
T
T
O
M
H
O
R
I
Z
O
N
T
A
L
B
A
R
S
H
O
I
R
Z
O
N
T
A
L
B
A
R
S
W
/
>
1
2
"
O
F
C
O
N
C
.
B
E
L
O
W
V
E
R
T
I
C
A
L
A
N
D
B
O
T
T
O
M
H
O
R
I
Z
O
N
T
A
L
B
A
R
S
#
3
1
2
"
1
2
"
1
2
"
1
2
"
1
2
"
1
2
"
#
4
1
9
"
1
5
"
1
7
"
1
3
"
1
5
"
1
2
"
#
5
2
9
"
2
3
"
2
6
"
2
0
"
2
3
"
1
8
"
#
6
3
2
"
2
5
"
2
8
"
2
1
"
2
5
"
1
9
"
#
7
5
4
"
4
1
"
4
7
"
3
6
"
4
2
"
3
2
"
#
8
7
0
"
5
4
"
6
1
"
4
7
"
5
4
"
4
2
"
#
9
8
9
"
6
8
"
7
7
"
5
9
"
6
9
"
5
3
"
#
1
0
1
1
2
"
8
7
"
9
7
"
7
5
"
8
7
"
6
7
"
T
7
S
T
E
E
L
R
E
I
N
F
O
R
C
I
N
G
L
A
P
S
P
L
I
C
E
S
I
N
C
O
N
C
R
E
T
E
T
D
1
4
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
N
A
I
L
S
B
E
T
W
E
E
N
S
P
L
I
C
E
L
O
C
A
T
I
O
N
P
E
R
S
C
H
E
D
U
L
E
-
S
T
A
G
G
E
R
E
D
2
.
D
B
L
2
x
T
O
P
P
L
A
T
E
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
S
P
L
I
C
E
O
V
E
R
S
T
U
D
5
.
S
I
M
P
S
O
N
S
T
6
2
2
4
O
R
M
S
T
C
4
0
S
T
R
A
P
A
T
L
O
C
A
T
I
O
N
S
W
H
E
R
E
P
L
A
T
E
S
C
A
N
N
O
T
B
E
S
P
L
I
C
E
D
N
O
T
E
:
A
.
D
O
N
O
T
S
P
L
I
C
E
T
O
P
P
L
A
T
E
S
W
I
T
H
I
N
6
'
-
0
"
O
F
E
N
D
S
O
F
P
L
Y
W
O
O
D
S
H
E
A
R
W
A
L
L
S
.
T
H
I
S
D
E
T
A
I
L
R
E
Q
U
I
R
E
D
A
T
A
L
L
E
X
T
E
R
I
O
R
W
A
L
L
S
A
N
D
O
V
E
R
S
H
E
A
R
W
A
L
L
S
-
N
O
T
R
E
Q
U
I
R
E
D
A
T
I
N
T
E
R
I
O
R
N
O
N
-
S
H
E
A
R
W
A
L
L
S
.
(
3
0
)
1
6
d
(
2
4
)
1
6
d
LESS THAN 20'OVER 20'4'-0"6'-0"LENGTH OF WALL(BETWEEN CORNERS)
S
P
L
I
C
E
L
E
N
G
T
H
N
A
I
L
S
A
L
O
N
G
SPLICE LEN
G
T
H
MINIMU
M
SPLICE LENGTH PER S
C
H
E
D
U
L
E
T9ELEVATION - TYPICAL TOP PLATE SP
L
I
C
E
TD24
N
O
S
C
A
L
E
4
5
13
2
3
2
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
W
O
O
D
H
E
A
D
E
R
3
.
K
I
N
G
S
T
U
D
(
S
)
P
E
R
P
L
A
N
4
.
(
2
)
1
6
d
N
A
I
L
S
A
T
2
"
O
.
C
.
5
.
1
6
d
N
A
I
L
S
A
T
1
2
"
O
.
C
.
6
.
T
R
I
M
M
E
R
S
T
U
D
(
S
)
P
E
R
P
L
A
N
26
3
1
5
4
5T10TYPICAL HEADER CONNECTIONTD25
N
O
S
C
A
L
E
2 6
3
4
1
5
2
1
7
42
1
3
4
1
8AT BEAM AT MID W
A
L
L
AT TOP PL
A
T
E
T11TYPICAL BEAM POCKETTD26
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
B
E
A
M
2
.
(
2
)
1
6
d
N
A
I
L
S
A
T
2
"
O
.
C
.
3
.
K
I
N
G
S
T
U
D
E
A
C
H
S
I
D
E
O
F
B
E
A
M
4
.
S
O
L
I
D
B
U
I
L
T
-
U
P
P
O
S
T
B
E
L
O
W
B
E
A
M
5
.
S
T
R
A
P
B
R
O
K
E
N
T
O
P
P
L
A
T
E
O
N
S
I
D
E
O
R
T
O
P
6
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
P
E
R
T
Y
P
I
C
A
L
D
E
T
A
I
L
7
.
F
U
L
L
-
H
E
I
G
H
T
K
I
N
G
S
T
U
D
E
A
C
H
S
I
D
E
O
F
B
E
A
M
8
.
H
G
A
1
0
C
L
I
P
E
A
C
H
S
I
D
E
9
.
F
U
L
L
-
H
E
I
G
H
T
K
I
N
G
S
T
U
D
A
T
E
N
D
O
F
B
E
A
M
1
0
.
F
U
L
L
-
H
E
I
G
H
T
K
I
N
G
S
T
U
D
,
O
P
P
O
S
I
T
E
S
I
D
E
O
F
T
H
E
B
E
A
M
2
1
4
A
T
C
O
R
N
E
R
1
0
9
2
CONNECTIONTYPEJOIST OR TRUSS BEARING ON SILL OR GIRDERBRIDGING TO JOISTSOLE PLATE TO JOIST OR BLOCKING, FACE NAILTOP PLATE TO STUDDOUBLE STUDS, FACE NAILDOUBLE TOP PLATESCONTINUOUS HEADER TO STUD CEILING JOISTS, LAPS OVER PARTITIONSCEILING JOISTS TO PARALLEL RAFTERS, FACE NAILRAFTER OR TRUSS TO PLATEBUILT-UP CORNER STUDS TOENAIL(4)-8d COMMON (2 1/2" x 0.131")NAILING(3)-8d COMMON (2 1/2" x 0.131")(3)-3"x 0.131" NAILS (Gun Nail)(3)-3"x 14 GAUGE STAPLESTOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)(2)-3"x 14 GAUGE STAPLES16d (3 1/2"x 0.135") AT 16" O.C.FACE NAIL3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.END NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESSOLE PLATE TO STUDEND NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESFACE NAIL 16d (3 1/2"x 0.135") AT 24" O.C.3"x 14 GAUGE STAPLES AT 8" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.FACE NAIL 16d (3 1/2"x 0.135") AT 16" O.C.3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 12" O.C.DOUBLE TOP PLATES -FACE NAIL (8)-16d COMMON (3 1/2"x 0.162") (12)-3"x 0.131" NAILS (Gun Nail) (12)-3"x 14 GAUGE STAPLES LAP SPLICERIM JOIST TO TOP PLATE8d (2 1/2"x 0.131") AT 6" O.C.3"x 14 GAUGE STAPLES AT 6" O.C.3"x 0.131" NAILS (Gun Nail) AT 6" O.C.BLOCKING BETWEEN JOISTS OR RAFTERSTOENAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES AND TOP PLATETOENAILTOP PLATES, LAPS AND INTERSECTIONSFACE NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESCONTINUOUS HEADER, TWO PIECES16d COMMON (3 1/2"x 0.162") FACE NAIL AT 16"O.C. ALONG EDGESCEILING JOISTS TO PLATETOENAIL(3)-8d COMMON (2 1/2"x 0.131") (5)-3"x 0.131" NAILS (Gun Nail) (5)-3"x 14 GAUGE STAPLESFACE NAIL (3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES FACE NAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES TOENAILTOENAIL16d COM.(3 1/2"x 0.162") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 16" O.C.3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL (2)-8d COMMON (2 1/2" x 0.131")USE- SIMPSON A35 AT 48" O.C.-NA-SIMPSON A35 AT EVERY OTHER BLOCK-NA-NOTE:A.MINIMUM NAILING SPECIFIEDHEREIN SHALL BE PROVIDEDUNLESS NOTED OTHERWISE ONPLANS, DETAILS OR GENERALSTRUCTURAL NOTESB.NAILING NOT NOTED ON THESEPLANS OR DETAILS SHALL BE PERI.B.C. TABLE 2304.10.1T14MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISETD34NO SCALE
K
E
Y
N
O
T
E
S
:
1
.
S
T
E
E
L
R
O
O
F
I
N
G
2
.
S
I
M
P
S
O
N
H
T
C
4
C
L
I
P
A
T
6
'
-
0
"
O
.
C
.
(
M
A
X
)
3
.
(
3
)
#
1
0
S
C
R
E
W
S
E
A
C
H
E
N
D
4
.
R
O
O
F
P
U
R
L
I
N
S
5
.
I
N
T
E
R
I
O
R
N
O
N
-
L
O
A
D
I
N
G
B
E
A
R
I
N
G
W
A
L
L
6
.
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
R
O
O
F
P
U
R
L
I
N
S
7
.
S
T
E
E
L
B
E
A
M
8
.
S
I
M
P
S
O
N
S
C
W
3
.
2
5
A
T
E
A
C
H
S
T
U
D
,
A
T
T
A
C
H
T
O
B
E
A
M
W
/
(
2
)
#
1
2
S
C
R
E
W
O
R
W
E
L
D
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
T
8
W
A
L
L
A
T
T
A
C
H
M
E
N
T
T
O
S
T
E
E
L
B
U
I
L
D
I
N
G
N
O
S
C
A
L
E
W
A
L
L
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
P
U
R
L
I
N
S
W
A
L
L
P
A
R
A
L
L
E
L
T
O
P
U
R
L
I
N
S
W
A
L
L
A
T
S
T
E
E
L
B
E
A
M
1
4
2
3
11
4"
11
4"
11
4"
5
6
5
5
4
2
8
7
1
T12ELEVATION-TYPICAL 1-STORY SHEARWALLTD19NO SCALE KEYNOTES:1.SHEATHING MATERIAL2.DOUBLE STUDS AT EACH END OFSHEARWALL, EDGE NAIL ALONGDOUBLE STUDS3.FULL HEIGHT WOOD STUDS4.BOTTOM PLATE ATTACHMENT5.SIMPSON STHD TYPE HOLDOWN6.MIDHEIGHT BLOCKING AND EDGENAILING REQUIRED7.SIMPSON "HD" TYPE HOLDOWN8.FINISHED FLOOR9.CONT 2x PT SOLE PLATE 136874529NOTE:A.MINIMUM STAPLING SPECIFIEDHEREIN SHALL BE PROVIDEDUNLESS NOTED OTHERWISE ONPLANS, DETAILS OR GENERALSTRUCTURAL NOTES 8d COMMON AT 12" O.C.16 GA STAPLE AT 12" O.C.ALTERNATE FASTENER SCHEDULEALTERNATE FASTENERSPECIFIED FASTENER8d COMMON AT 6" O.C.8d COMMON AT 4" O.C.15 GA STAPLE AT 12" O.C.14 GA STAPLE AT 12" O.C.13 GA STAPLE AT 12" O.C.16 GA STAPLE AT 4" O.C.15 GA STAPLE AT 5" O.C.14 GA STAPLE AT 6" O.C.13 GA STAPLE AT 6" O.C.13 GA STAPLE AT 5" O.C.14 GA STAPLE AT 4" O.C.15 GA STAPLE AT 3" O.C.16 GA STAPLE AT 2.5" O.C.15 GA STAPLE AT 2" O.C.14 GA STAPLE AT 3" O.C.13 GA STAPLE AT 4" O.C.8d COMMON AT 3" O.C.MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHINGNOTES:1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 716"INCH OUTSIDE DIMENSION. AND INSTALLED WITH CROWNPARALLEL TO THE LONG DIMENSION OF FRAMING MEMBER.2.FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING ISLESS THAN 3 INCHES ON CENTER.3.ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.4.STAPLE SIZES AND SPACING PER REPORT NO.ICC-ESR-1539T13ALTERNATE SHEATHING STAPLE OPTIONTD32NO SCALE
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
12/13/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
1
.
1
1
2
/
1
3
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
TYPICAL DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
K
E
Y
N
O
T
E
S
:
1
.
H
O
L
D
O
W
N
,
S
E
E
P
L
A
N
2
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
3
.
W
O
O
D
J
O
I
S
T
,
S
E
E
P
L
A
N
4
.
W
O
O
D
P
O
S
T
,
S
E
E
H
O
L
D
O
W
N
S
C
H
E
D
U
L
E
5
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
6
.
S
O
L
I
D
B
L
O
C
K
I
N
G
W
I
T
H
I
N
J
O
I
S
T
B
A
Y
7
.
A
L
L
T
H
R
E
A
D
T
O
M
A
T
C
H
H
O
L
D
O
W
N
R
E
Q
U
I
R
E
M
E
N
T
S
8
.
C
O
N
T
2
x
D
B
L
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
9
.
W
O
O
D
P
O
S
T
,
M
A
T
C
H
P
O
S
T
A
B
O
V
E
N
O
T
E
:
A
.
F
L
O
O
R
J
O
I
S
T
O
R
I
E
N
T
A
T
I
O
N
M
A
Y
V
A
R
Y
5
3
4
3
8
2
6
2
9
1
5
3
4
3
8
2
6
2
9
1
7
1
T
1
6
S
T
R
A
P
A
N
D
"
H
D
"
T
Y
P
E
H
O
L
D
O
W
N
S
B
E
T
W
E
E
N
F
L
O
O
R
S
T
D
2
9
N
O
S
C
A
L
E
T
1
5
P
L
A
N
V
I
E
W
-
H
O
L
D
O
W
N
L
O
C
A
T
I
O
N
S
/
S
H
E
A
R
W
A
L
L
E
N
D
P
O
S
T
S
,
"
H
D
"
T
Y
P
E
H
O
L
D
O
W
N
S
U
S
I
N
G
S
C
R
E
W
S
T
D
1
6
N
O
S
C
A
L
E
N
O
T
E
:
A
.
A
L
L
C
O
N
D
I
T
I
O
N
S
M
A
Y
N
O
T
B
E
S
H
O
W
N
.
F
O
R
C
O
N
D
I
T
I
O
N
S
N
O
T
S
H
O
W
N
,
U
S
E
T
H
E
S
E
D
E
T
A
I
L
S
A
S
A
G
U
I
D
E
.
B
.
S
O
M
E
L
A
R
G
E
R
H
O
L
D
O
W
N
S
R
E
Q
U
I
R
E
6
x
6
P
O
S
T
S
,
S
E
E
P
L
A
N
S
A
N
D
S
C
H
E
D
U
L
E
S
.
C
.
W
H
E
R
E
M
U
L
T
I
P
L
E
T
R
I
M
M
E
R
S
T
U
D
S
O
R
K
I
N
G
S
T
U
D
S
O
C
C
U
R
,
M
A
K
E
A
D
J
U
S
T
M
E
N
T
S
A
S
R
E
Q
U
I
R
E
D
.
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
S
H
E
A
R
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
3
.
E
D
G
E
O
F
F
O
U
N
D
A
T
I
O
N
4
.
S
I
M
P
S
O
N
H
D
T
Y
P
E
H
O
L
D
O
W
N
W
I
T
H
S
C
R
E
W
S
5
.
S
H
E
A
R
W
A
L
L
E
N
D
P
O
S
T
(
2
S
T
U
D
S
)
T
Y
P
I
C
A
L
,
E
X
C
E
P
T
A
T
H
D
U
1
1
,
A
N
D
H
D
U
1
4
W
H
E
R
E
6
x
6
P
O
S
T
I
S
R
E
Q
U
I
R
E
D
6
.
2
5
)
-
S
I
M
P
S
O
N
S
D
S
1
4
"
x
6
"
L
O
N
G
W
O
O
D
S
C
R
E
W
S
,
S
T
A
G
G
E
R
E
D
7
.
S
H
E
A
R
W
A
L
L
E
D
G
E
N
A
I
L
I
N
G
8
.
T
R
I
M
M
E
R
S
T
U
D
T
O
S
U
P
P
O
R
T
H
E
A
D
E
R
9
.
B
L
O
C
K
T
O
S
U
P
P
O
R
T
W
I
N
D
O
W
S
I
L
L
1
0
.
B
U
I
L
T
U
P
W
O
O
D
P
O
S
T
(
2
)
S
H
E
A
R
W
A
L
L
S
(
1
)
"
H
D
"
H
O
L
D
O
W
N
W
/
S
C
R
E
W
S
"
H
D
"
H
O
L
D
O
W
N
W
/
S
C
R
E
W
S
W
I
N
D
O
W
J
A
M
B
X
"
H
D
"
H
O
L
D
O
W
N
W
/
S
C
R
E
W
S
D
O
O
R
J
A
M
B
O
R
W
A
L
L
E
N
D
X
H
O
L
D
O
W
N
X
H
D
1
9
2
-
1
/
8
"
1
-
5
/
1
6
"
H
D
U
2
,
H
D
U
4
,
H
D
U
5
H
T
T
4
H
T
T
5
1
-
5
/
1
6
"
(
2
)
S
H
E
A
R
W
A
L
L
S
(
1
)
"
H
D
"
H
O
L
D
O
W
N
W
/
S
C
R
E
W
S
A
T
E
X
T
E
R
I
O
R
C
O
R
N
E
R
X
(
1
)
S
H
E
A
R
W
A
L
L
(
1
)
"
H
D
"
H
O
L
D
O
W
N
W
/
S
C
R
E
W
S
A
T
E
X
T
E
R
I
O
R
C
O
R
N
E
R
X
A
T
R
E
-
E
N
T
R
A
N
T
C
O
R
N
E
R
X
(
1
)
S
H
E
A
R
W
A
L
L
(
1
)
"
H
D
"
H
O
L
D
O
W
N
W
/
S
C
R
E
W
S
A
T
R
E
-
E
N
T
R
A
N
T
C
O
R
N
E
R
X
4
W
I
N
D
O
W
O
P
E
N
I
N
G
D
O
O
R
O
P
E
N
I
N
G
H
D
U
1
4
1
-
9
/
1
6
"
L
T
T
2
0
B
L
T
T
1
9
1
-
3
/
8
"
1
-
1
/
2
"
H
D
U
8
,
H
D
U
1
1
1
-
3
/
8
"
3
2
7
4
1
3
2
7
7
2
1
9
8
1
3
4
4
8
3
1
4
7
2
3
6
3
2
7
7
3
2
4
1
0
5
5
5
5
5
5
5
3
3
1
2
7
2
7
3
6
1
T
1
7
S
O
L
I
D
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
F
L
O
O
R
S
T
D
3
1
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
D
B
L
T
O
P
P
L
A
T
E
2
.
W
O
O
D
S
T
U
D
W
A
L
L
3
.
P
L
Y
W
O
O
D
S
H
E
A
T
H
I
N
G
4
.
W
O
O
D
P
O
S
T
A
B
O
V
E
5
.
W
O
O
D
T
R
U
S
S
O
R
J
O
I
S
T
6
.
S
O
L
I
D
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
F
L
O
O
R
S
,
M
A
T
C
H
B
E
A
R
I
N
G
W
I
D
T
H
W
I
T
H
P
O
S
T
A
B
O
V
E
,
M
I
N
I
M
U
M
7
.
S
I
M
P
S
O
N
A
3
5
C
L
I
P
E
A
C
H
S
I
D
E
O
F
S
O
L
I
D
B
L
O
C
K
I
N
G
,
W
H
E
R
E
P
O
S
T
A
B
O
V
E
I
S
M
O
R
E
T
H
A
N
(
2
)
S
T
U
D
S
,
O
T
H
E
R
W
I
S
E
A
T
T
A
C
H
T
O
T
O
P
P
L
A
T
E
W
/
(
2
)
1
6
d
T
O
E
-
N
A
I
L
S
A
T
E
A
C
H
B
L
O
C
K
8
.
W
O
O
D
P
O
S
T
B
E
L
O
W
9
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
1
0
.
C
O
N
T
2
x
P
T
S
O
L
E
P
L
A
T
E
W
/
A
N
C
H
O
R
B
O
L
T
S
1
1
.
C
O
N
C
R
E
T
E
W
A
L
L
1
2
.
C
O
N
T
R
I
M
B
O
A
R
D
2
1
5
6
7
8
3
4
2
3
4
2
2
1
8
7
6
5
5
3
4
9
1
2
5
1
0
6
1
1
K
E
Y
N
O
T
E
S
:
1
.
S
H
E
A
R
P
L
A
T
E
T
O
E
Q
U
A
L
O
R
E
X
C
E
E
D
B
E
A
M
W
E
B
T
H
I
C
K
N
E
S
S
3
8
"
M
I
N
O
R
A
S
S
H
O
W
N
O
T
H
E
R
W
I
S
E
2
.
5
1
6
"
F
O
R
2
1
"
D
E
E
P
B
E
A
M
S
O
R
L
E
S
S
,
3
8
"
F
O
R
B
E
A
M
S
2
4
"
O
R
G
R
E
A
T
E
R
3
.
1
2
"
C
L
E
A
R
T
O
F
A
C
E
O
F
S
U
P
P
O
R
T
I
N
G
M
E
M
B
E
R
(
T
Y
P
)
4
.
A
I
S
C
M
I
N
E
D
G
E
D
I
S
T
A
N
C
E
5
.
H
O
R
I
Z
O
N
T
A
L
S
H
O
R
T
S
L
O
T
T
E
D
H
O
L
E
S
A
T
3
"
O
.
C
.
M
I
N
I
N
E
I
T
H
E
R
B
E
A
M
O
R
S
H
E
A
R
P
L
A
T
E
P
E
R
A
I
S
C
S
P
E
C
N
O
T
E
:
A
.
T
Y
P
C
O
N
N
E
C
T
I
O
N
C
O
N
S
I
S
T
S
O
F
O
N
E
S
H
E
A
R
P
L
A
T
E
W
I
T
H
3
4
"
Ø
O
R
7
8
"
Ø
A
3
2
5
N
B
O
L
T
S
,
S
E
E
S
C
H
E
D
U
L
E
B
.
M
A
I
N
T
A
I
N
B
O
L
T
S
P
A
C
I
N
G
A
N
D
E
D
G
E
D
I
S
T
A
N
C
E
S
P
E
R
A
I
S
C
S
P
E
C
3
445
4
1
2
2
1
2
"
M
A
X
"D"
3
445
4
2
2
N
O
M
I
N
A
L
B
E
A
M
D
E
P
T
H
"
D
"
N
U
M
B
E
R
O
F
B
O
L
T
S
I
N
R
O
W
U
P
T
O
7
"
(
2
)
3
4
"
Ø
8
"
T
O
1
0
"
(
2
)
3
4
"
Ø
1
2
"
T
O
1
4
"
(
3
)
3
4
"
Ø
1
6
"
(
4
)
3
4
"
Ø
1
8
"
(
5
)
3
4
"
Ø
2
1
"
(
6
)
3
4
"
Ø
2
4
"
T
O
2
7
"
(
7
)
7
8
"
Ø
3
0
"
(
8
)
7
8
"
Ø
3
3
"
(
9
)
7
8
"
Ø
3
6
"
(
1
0
)
7
8
"
Ø
T
1
8
T
Y
P
I
C
A
L
S
H
E
A
R
P
L
A
T
E
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
T
D
4
2
N
O
S
C
A
L
E
T
1
9
T
Y
P
I
C
A
L
"
B
A
/
H
B
"
H
A
N
G
E
R
A
T
S
T
E
E
L
B
E
A
M
T
D
7
2
N
O
S
C
A
L
E
1
T
Y
P
2
2
2
3
K
E
Y
N
O
T
E
S
:
1
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
2
.
B
A
/
H
B
H
A
N
G
E
R
P
E
R
P
L
A
N
3
.
W
O
O
D
J
O
I
S
T
/
B
E
A
M
,
S
E
E
P
L
A
N
T20TYPICAL BUILT-UP BEAM DETAILTD80
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
(
2
)
1
0
d
N
A
I
L
S
A
T
8
"
O
.
C
.
,
E
A
C
H
S
I
D
E
,
S
T
A
G
G
E
R
E
D
2
.
(
3
)
1
0
d
N
A
I
L
S
A
T
8
"
O
.
C
.
,
E
A
C
H
S
I
D
E
,
S
T
A
G
G
E
R
E
D
3
.
(
2
)
1
4
"
Ø
x
3
1
2
"
S
D
S
A
T
1
2
"
O
.
C
.
,
E
A
C
H
S
I
D
E
,
S
T
A
G
G
E
R
E
D
4
.
(
3
)
1
4
"
Ø
x
3
1
2
"
S
D
S
A
T
1
2
"
O
.
C
.
,
E
A
C
H
S
I
D
E
,
S
T
A
G
G
E
R
E
D
2-PLY BEAM3-PLY BEAM 11 7/8" OR LESS14
"
O
R
G
R
E
A
T
E
R
11 7/8" OR LESS14
"
O
R
G
R
E
A
T
E
R
2
13
4
5/8"
1
0
"
ANCH
O
R
E
M
B
E
D
M
E
N
T
S
C
H
E
D
U
L
E
ALL-THREAD
M
I
N
I
M
U
M
B
O
L
T
7/8"
1
8
"
M
I
N
I
M
U
M
D
I
S
T
A
N
C
E
T
O
A
N
Y
1
-
3
/
4
"
1
-
3
/
4
"
ROD DIAMETER
E
M
B
E
D
M
E
N
T
E
D
G
E
O
R
S
P
A
C
I
N
G
DRILLED
H
O
L
E
A
N
D
A
D
H
E
S
I
V
E
APPLICA
T
I
O
N
P
E
R
MANUFA
C
T
U
R
E
R
T
O
P
O
F
C
O
N
C
R
E
T
E
C
O
L
D
J
O
I
N
T
O
R
P
O
U
R
S
E
P
A
R
A
T
I
O
N
MIN. EDGEDISTANCEEMBEDMENT
M
I
N
.
E
D
G
E
D
I
S
T
A
N
C
E
EMBEDMENT
DO NOT PLACE ALL-THRE
A
D
R
O
D
W
I
T
H
I
N
M
I
N
I
M
U
M
E
D
G
E
D
I
S
T
A
N
C
E
T
O
F
R
E
E
INSTALL ALL SYSTEMS AC
C
O
R
D
I
N
G
T
O
M
A
N
U
F
A
C
T
U
R
E
R
S
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
.
EDGE OF CONCRETE OR
A
D
J
A
C
E
N
T
B
O
L
T
S
.
3.2.USE HILTI HIT-HY 200 (ICC
E
S
R
-
3
1
8
7
)
O
R
A
P
P
R
O
V
E
D
E
Q
U
A
L
.
ANCHOR BOLTS MAY BE REPL
A
C
E
D
W
I
T
H
A
L
L
-
T
H
R
E
A
D
E
P
O
X
Y
G
R
O
U
T
E
D
B
O
L
T
ACCORDING TO THE TABLE AB
O
V
E
1.T21ALTERNATE EPOXY ANCHORAGE FO
R
"
H
D
"
T
Y
P
E
H
O
L
D
O
W
N
S
TDEP
N
O
S
C
A
L
E
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
12/13/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
1
.
2
1
2
/
1
3
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
TYPICAL DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
1
T.O.W.102'-0"
A
T.O.F.98'-0"
6
0
°
T
Y
P
T
.
O
.
W
.
1
0
2
'
-
0
"
T
.
O
.
F
.
9
8
'
-
0
"
6
"
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
W
/
#
4
A
T
2
4
"
O
.
C
.
E
A
C
H
W
A
Y
C
E
N
T
E
R
E
D
I
N
S
L
A
B
T
H
I
C
K
N
E
S
S
O
V
E
R
C
O
M
P
A
C
T
E
D
F
I
L
L
.
(
S
E
E
G
S
N
)
P
R
O
V
I
D
E
S
L
A
B
J
O
I
N
T
S
P
E
R
T
Y
P
I
C
A
L
D
E
T
A
I
L
W
I
T
H
I
N
1
6
H
O
U
R
S
O
F
B
A
T
C
H
T
I
M
E
F
I
N
I
S
H
F
L
O
O
R
=
1
0
0
'
-
0
"
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
F
3
6
F36
F
3
6
F36
2
3
4
5
B
J12345
C
D
E
FG
A
B
J
C
D
E
FG F36
F
4
2
F
3
6
F78F36
F
4
2
F
3
6
F
7
8
F66 F48
F
6
0
F
3
6
F
6
6
7'-6"16'-0
"
2
'
-
6
"
3
'
-
6
"
1
6
'
-
0
"
6
'
-
6
"
6
'
-
6
"
1
6
'
-
0
"
3
'
-
6
"
2
'
-
6
"
1
6
'
-
0
"
7
'
-
6
"
1
'
-
5
"
1
1
'
-
0
"
2
'
-
7
"
26'-0"
1
7
1
'
-
0
"
26'-0"26'-0"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
1
5
'
-
0
"
6"
6"6"6"
6"26'-0"26'-0"26'-0"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
1
5
'
-
0
"
7'-6"16'-0
"
2
'
-
6
"
3
'
-
6
"
1
6
'
-
0
"
6
'
-
6
"
6
'
-
6
"
1
6
'
-
0
"
3
'
-
6
"
2
'
-
6
"
1
6
'
-
0
"
7
'
-
6
"
25'-0"25'-0"25'-0"25'-0"100'-0"
25'-0"25'-0"25'-0"25'-0"
50'-6"49'-6"
4'-0"4'-0"60°TYP
F
4
2
F
4
2
F42
F
7
8
F
7
8
F664'-0"4'-0"
F
4
2
F
4
2
F42
6
0
°
T
Y
P
T.O.F.99'-6"F78T.O.F.99'-6"F78 T.O.F.99'-6"
T
.
O
.
W
.
1
0
2
'
-
0
"
T
.
O
.
F
.
9
9
'
-
6
"
60°
TYP
F
6
6
12
3
2
3
1
1
1
1
1
1
1
1
1
1
33 2
2
2
22
2
22
2
2
2
2
2
T.O.F.98'-0"1'-212"1'-212"T.O.F.98'-0"F42AF42AF42AF42AF42A2
W
F
1
6
/
W
1
WF16 / W1
W
F
1
6
/
W
1
WF16 / W1
WF16 / W1
W
F
1
6
/
W
1
WF16 / W1
WF16 / W1
W
F
1
6
/
W
1
WF18 WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18WF18TYP101 TYP 101TYP101
T
Y
P
1
0
1
10
2
102
1
0
2
1
0
2
1
0
2
1
0
2
1
0
2
1
0
2
1
0
2
S
I
M
1
0
2
109104104104109
1
0
3
1
0
3
O
P
P
1
0
3
O
P
P
1
0
3
1
0
3
1
0
4
S
I
M
1
0
2
105105
1
0
5
1
0
5
1
0
5
105 105
1
0
5
1
0
5
1
0
5
1
0
4
106
1
0
7
1
0
8
1
0
7
1
0
7
106 106
1
0
4
102 102 102 1021111101111111111116.6.555556.5 55 55555 BBAAAAAAAAAAAAAAAAAAA4
S
C
A
L
E
:
F
O
U
N
D
A
T
I
O
N
P
L
A
N
1
/
8
"
=
1
'
-
0
"
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
11/14/22
14134
D
VID B .P O R T E R
L I C E N SED
H
E
A
D
E
D
A
N
C
H
O
R
R
O
D
E
M
B
E
D
S
C
H
E
D
U
L
E
D
I
A
M
E
T
E
R
M
I
N
I
M
U
M
E
M
B
E
D
M
E
N
T
(
F
R
O
M
T
O
P
O
F
P
I
E
R
/
W
A
L
L
)
1
2
"
1
2
"
5
8
"
1
4
"
3
4
"
1
6
"
7
8
"
1
8
"
1
"
2
0
"
1
1
4
"
2
5
"
W
A
L
L
(
W
)
S
C
H
E
D
U
L
E
M
A
R
K
T
H
I
C
K
N
E
S
S
A
N
D
T
Y
P
E
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
H
O
R
I
Z
O
N
T
A
L
R
E
I
N
F
O
R
C
I
N
G
R
E
M
A
R
K
S
W
1
8
"
C
O
N
C
R
E
T
E
#
4
A
T
1
8
"
O
.
C
.
#
4
A
T
1
8
"
O
.
C
.
-
-
-
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
2
.
0
1
1
/
1
4
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FOUNDATION PLAN
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
A
.
V
E
R
I
F
Y
A
L
L
D
I
M
E
N
S
I
O
N
S
W
I
T
H
A
L
L
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
B
.
A
L
L
S
C
H
E
D
U
L
E
D
M
A
R
K
D
E
S
I
G
N
A
T
I
O
N
S
M
A
Y
N
O
T
N
E
C
E
S
S
A
R
I
L
Y
B
E
F
O
U
N
D
O
N
T
H
I
S
P
L
A
N
.
S
C
H
E
D
U
L
E
S
A
R
E
T
Y
P
I
C
A
L
T
O
T
H
I
S
P
R
O
J
E
C
T
.
C
.
T
H
E
D
E
P
T
H
O
F
F
O
O
T
I
N
G
D
I
M
E
N
S
I
O
N
I
N
D
I
C
A
T
E
D
I
N
T
H
E
G
.
S
.
N
.
I
S
A
M
I
N
I
M
U
M
.
F
O
U
N
D
A
T
I
O
N
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
W
I
T
H
T
H
E
S
O
I
L
S
R
E
P
O
R
T
A
N
D
O
T
H
E
R
T
R
A
D
E
S
T
O
I
N
S
U
R
E
T
H
A
T
T
H
E
S
E
M
I
N
I
M
U
M
S
A
R
E
S
U
F
F
I
C
I
E
N
T
F
O
R
T
H
E
W
O
R
K
.
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
.
D
.
W
1
,
W
2
,
E
T
C
.
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
C
O
N
C
R
E
T
E
O
R
M
A
S
O
N
R
Y
W
A
L
L
S
.
S
E
E
W
A
L
L
S
C
H
E
D
U
L
E
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
E
.
W
F
1
8
,
W
F
2
4
,
E
T
C
.
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
C
O
N
T
I
N
U
O
U
S
W
A
L
L
F
O
O
T
I
N
G
.
S
E
E
W
A
L
L
F
O
O
T
I
N
G
S
C
H
E
D
U
L
E
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
F
3
6
,
F
4
8
,
E
T
C
.
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
.
S
E
E
F
O
O
T
I
N
G
S
C
H
E
D
U
L
E
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
G
.
,
,
,
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
S
H
E
A
R
W
A
L
L
;
H
A
T
C
H
I
N
G
I
N
W
A
L
L
D
E
S
I
G
N
A
T
E
S
S
H
E
A
R
W
A
L
L
L
E
N
G
T
H
.
H
.
,
,
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
S
H
E
A
R
W
A
L
L
H
O
L
D
O
W
N
.
S
E
E
H
O
L
D
O
W
N
S
C
H
E
D
U
L
E
S
A
N
D
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
F
O
U
N
D
A
T
I
O
N
P
L
A
N
N
O
T
E
S
1
.
V
E
R
I
F
Y
D
O
O
R
O
P
E
N
I
N
G
W
/
M
E
T
A
L
B
U
I
L
D
I
N
G
M
A
N
U
F
A
C
T
U
R
E
R
D
R
A
W
I
N
G
S
.
2
.
(
1
)
#
4
x
1
0
'
-
0
"
L
O
N
G
(
5
'
-
0
"
E
A
C
H
L
E
G
)
H
A
I
R
P
I
N
.
3
.
2
4
"
D
I
A
M
E
T
E
R
P
I
E
R
W
/
(
1
2
)
#
5
V
E
R
T
I
C
A
L
D
O
W
E
L
S
A
N
D
(
3
)
#
3
T
I
E
S
I
N
T
O
P
5
"
A
N
D
8
"
O
.
C
.
R
E
M
A
I
N
D
E
R
,
S
I
M
I
L
A
R
T
O
D
E
T
A
I
L
1
0
4
.
4
.
A
T
T
A
C
H
P
O
S
T
T
O
F
O
U
N
D
A
T
I
O
N
W
/
S
I
M
P
S
O
N
A
B
U
6
6
Z
P
O
S
T
B
A
S
E
A
N
D
(
1
)
5
8
"
x
6
"
L
O
N
G
T
I
T
A
N
H
D
.
P
L
A
N
K
E
Y
N
O
T
E
S
X
F
O
O
T
I
N
G
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
A
B
O
V
E
F
O
O
T
I
N
G
,
S
E
E
D
E
T
A
I
L
S
.
2
.
F
O
R
M
I
N
I
M
U
M
C
L
E
A
R
A
N
C
E
(
C
L
R
)
O
F
R
E
I
N
F
O
R
C
I
N
G
,
S
E
E
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
(
G
S
N
)
.
M
A
R
K
L
E
N
G
T
H
W
I
D
T
H
T
H
I
C
K
N
E
S
S
F
O
O
T
I
N
G
R
E
I
N
F
O
R
C
I
N
G
R
E
M
A
R
K
S
F
3
6
3
6
"
3
6
"
1
2
"
(
3
)
#
4
E
A
C
H
W
A
Y
T
O
P
A
N
D
B
O
T
T
O
M
-
-
-
F
4
2
4
2
"
4
2
"
1
2
"
(
3
)
#
4
E
A
C
H
W
A
Y
T
O
P
A
N
D
B
O
T
T
O
M
-
-
-
F
4
2
A
4
2
"
4
2
"
1
0
"
(
4
)
#
4
E
A
C
H
W
A
Y
,
B
O
T
T
O
M
-
-
-
F
4
8
4
8
"
4
8
"
1
2
"
(
4
)
#
4
E
A
C
H
W
A
Y
T
O
P
A
N
D
B
O
T
T
O
M
-
-
-
F
6
0
6
0
"
6
0
"
1
2
"
(
5
)
#
5
E
A
C
H
W
A
Y
T
O
P
A
N
D
B
O
T
T
O
M
-
-
-
F
6
6
6
6
"
6
6
"
1
2
"
(
6
)
#
5
E
A
C
H
W
A
Y
T
O
P
A
N
D
B
O
T
T
O
M
-
-
-
F
7
8
7
8
"
7
8
"
1
2
"
(
7
)
#
5
E
A
C
H
W
A
Y
T
O
P
A
N
D
B
O
T
T
O
M
-
-
-
W
F
1
6
C
O
N
T
1
6
"
1
2
"
(
2
)
#
4
C
O
N
T
B
O
T
T
O
M
W
F
1
8
C
O
N
T
1
8
"
1
0
"
(
2
)
#
4
C
O
N
T
B
O
T
T
O
M
S
T
R
I
P
F
O
O
T
I
N
G
M
O
N
O
P
O
U
R
W
/
S
L
A
B
S
H
E
A
R
W
A
L
L
T
Y
P
E
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
S
H
E
A
R
W
A
L
L
T
Y
P
E
S
L
I
S
T
E
D
B
E
L
O
W
A
R
E
N
O
T
J
O
B
S
P
E
C
I
F
I
C
.
S
O
M
E
T
Y
P
E
S
M
A
Y
N
O
T
B
E
U
S
E
D
O
N
T
H
E
P
L
A
N
S
.
2
.
F
R
A
M
I
N
G
M
E
M
B
E
R
S
U
P
P
O
R
T
I
N
G
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
S
P
A
C
E
D
A
T
1
6
"
O
N
C
E
N
T
E
R
(
O
.
C
.
)
M
A
X
I
M
U
M
.
3
.
A
N
C
H
O
R
B
O
L
T
S
T
O
F
O
U
N
D
A
T
I
O
N
S
H
A
L
L
B
E
1
0
"
L
O
N
G
A
N
D
S
H
A
L
L
B
E
E
M
B
E
D
7
"
I
N
T
O
C
O
N
C
R
E
T
E
.
E
X
P
A
N
S
I
O
N
B
O
L
T
S
O
R
S
H
O
T
P
I
N
S
M
A
Y
B
E
U
S
E
D
A
T
I
N
T
E
R
I
O
R
W
A
L
L
S
(
A
W
A
Y
F
R
O
M
E
D
G
E
O
F
S
L
A
B
O
R
S
L
A
B
S
T
E
P
-
D
O
W
N
)
P
E
R
S
U
P
P
L
E
M
E
N
T
A
L
I
N
S
T
R
U
C
T
I
O
N
S
.
4
.
A
M
I
N
I
M
U
M
O
F
(
2
)
A
N
C
H
O
R
B
O
L
T
S
S
H
A
L
L
B
E
U
S
E
D
O
N
E
A
C
H
B
A
S
E
P
L
A
T
E
P
I
E
C
E
.
P
R
O
V
I
D
E
(
1
)
A
N
C
H
O
R
B
O
L
T
M
I
N
I
M
U
M
W
I
T
H
I
N
9
"
O
F
E
A
C
H
E
N
D
P
I
E
C
E
.
5
.
P
R
O
V
I
D
E
C
O
N
T
I
N
U
O
U
S
D
O
U
B
L
E
2
x
T
O
P
P
L
A
T
E
A
T
A
L
L
S
H
E
A
R
W
A
L
L
S
A
N
D
E
X
T
E
R
I
O
R
W
A
L
L
.
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
(
U
.
N
.
O
.
)
,
L
A
P
S
P
L
I
C
E
T
O
P
P
L
A
T
E
A
M
I
N
I
M
U
M
4
'
-
0
"
W
I
T
H
1
6
d
N
A
I
L
S
S
T
A
G
G
E
R
E
D
A
T
2
"
O
N
C
E
N
T
E
R
(
O
.
C
.
)
(
(
2
4
)
1
6
d
N
A
I
L
S
T
O
T
A
L
B
E
T
W
E
E
N
S
P
L
I
C
E
J
O
I
N
T
S
.
)
6
.
P
R
O
V
I
D
E
F
U
L
L
H
E
I
G
H
T
D
O
U
B
L
E
S
T
U
D
S
A
T
E
N
D
S
O
F
S
H
E
A
R
W
A
L
L
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
O
N
P
L
A
N
S
O
R
D
E
T
A
I
L
S
.
7
.
B
L
O
C
K
A
L
L
P
A
N
E
L
E
D
G
E
S
.
E
D
G
E
N
A
I
L
S
H
E
A
T
H
I
N
G
A
T
B
L
O
C
K
E
D
E
D
G
E
S
.
M
A
R
K
S
H
E
A
T
H
I
N
G
M
A
T
E
R
I
A
L
E
D
G
E
N
A
I
L
I
N
G
F
I
E
L
D
N
A
I
L
I
N
G
B
O
T
T
O
M
P
L
A
T
E
A
T
T
A
C
H
M
E
N
T
7
1
6
"
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
(
B
L
O
C
K
E
D
)
O
N
E
S
I
D
E
O
F
W
A
L
L
8
d
C
O
M
M
O
N
A
T
6
"
O
.
C
.
8
d
C
O
M
M
O
N
A
T
1
2
"
O
.
C
.
C
O
N
C
R
E
T
E
:
1
2
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
3
6
"
O
.
C
.
C
O
N
C
R
E
T
E
:
5
8
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
4
8
"
O
.
C
.
W
O
O
D
:
1
6
d
S
T
A
G
G
E
R
E
D
A
T
6
"
O
.
C
.
7
1
6
"
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
(
B
L
O
C
K
E
D
)
O
N
E
S
I
D
E
O
F
W
A
L
L
8
d
C
O
M
M
O
N
A
T
4
"
O
.
C
.
8
d
C
O
M
M
O
N
A
T
1
2
"
O
.
C
.
C
O
N
C
R
E
T
E
:
1
2
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
2
4
"
O
.
C
.
C
O
N
C
R
E
T
E
:
5
8
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
3
2
"
O
.
C
.
W
O
O
D
:
1
6
d
S
T
A
G
G
E
R
E
D
A
T
4
"
O
.
C
.
5
6
.
S
H
E
A
R
W
A
L
L
H
O
L
D
O
W
N
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
F
O
R
A
N
C
H
O
R
B
O
L
T
E
M
B
E
D
M
E
N
T
R
E
Q
U
I
R
E
M
E
N
T
S
.
2
.
P
O
S
T
S
S
H
O
W
N
O
N
T
H
E
P
L
A
N
S
A
R
A
M
I
N
I
M
U
M
A
S
R
E
Q
U
I
R
E
D
T
O
S
U
P
P
O
R
T
T
H
E
G
R
A
V
I
T
Y
L
O
A
D
S
O
F
T
H
E
S
T
R
U
C
T
U
R
E
.
A
D
D
I
T
I
O
N
A
L
S
T
U
D
S
O
R
S
O
L
I
D
P
O
S
T
S
M
A
Y
B
E
R
E
Q
U
I
R
E
D
D
E
P
E
N
D
E
N
T
O
N
H
O
L
D
O
W
N
T
Y
P
E
S
.
M
A
R
K
H
O
L
D
O
W
N
S
H
E
A
R
W
A
L
L
E
N
D
P
O
S
T
U
N
O
O
N
P
L
A
N
A
L
T
E
R
N
A
T
E
H
O
L
D
O
W
N
A
N
C
H
O
R
B
O
L
T
D
I
A
.
S
I
M
P
S
O
N
H
D
U
5
(
2
)
2
x
S
T
U
D
S
N
/
A
5
8
"
S
I
M
P
S
O
N
H
D
U
8
(
2
)
2
x
S
T
U
D
S
N
/
A
7
8
"
S
I
M
P
S
O
N
M
S
T
C
6
6
(
2
)
2
x
S
T
U
D
S
N
/
A
N
/
A
A
B
C
5
6
.
7
A
B
J12345FGJFG12345
J
1
2
3
4
5
F
G
J
F
G
1
2
3
4
5
OPEN OPENOPENGTGT WJ1WJ1WJ1TYPICAL FLOOR SHEATHING:3/4" APA RATED FLOOR SHEATHING W/ 10dCOMMON NAILS AT 6" O.C. AT PANEL EDGES /BOUNDARY AND AT 12" O.C. IN THE FIELD.B1B5B3B2B1B2B2B1B3B1B1B1B1B1B2B1B1B1B1B1B5B1B2B1
1
9
/
3
2
"
A
P
A
R
A
T
E
D
R
O
O
F
S
H
E
A
T
H
I
N
G
W
/
1
0
d
C
O
M
M
O
N
N
A
I
L
S
A
T
6
"
O
.
C
.
A
T
P
A
N
E
L
E
D
G
E
S
/
B
O
U
N
D
A
R
Y
A
N
D
A
T
1
2
"
O
.
C
.
I
N
T
H
E
F
I
E
L
D
.
T
Y
P
I
C
A
L
R
O
O
F
S
H
E
A
T
H
I
N
G
:
J12345
F
G
J
F
G
1
2
3
4
5
B1B1B1B1B1B1B1 B1B1
T
Y
P
I
C
A
L
F
L
O
O
R
S
H
E
A
T
H
I
N
G
:
3
/
4
"
A
P
A
R
A
T
E
D
F
L
O
O
R
S
H
E
A
T
H
I
N
G
W
/
1
0
d
C
O
M
M
O
N
N
A
I
L
S
A
T
6
"
O
.
C
.
A
T
P
A
N
E
L
E
D
G
E
S
/
B
O
U
N
D
A
R
Y
A
N
D
A
T
1
2
"
O
.
C
.
I
N
T
H
E
F
I
E
L
D
.
B8B1B1
B
1
B
1
B1 B1
W
J
2
B7
WJ2
B2B8
B
6
B
6
B6
B
4
O
P
E
N
B7
WJ2
B
7
B
7
B
7
5
5
5
5
5
5
6
.
6.
6
.
5
6.5556.
5
6.6.555556.5 5 55555
WJ3
P
2
P
2
P
2
B1 B1
P
1
P
1
P
2
P
2
B
7
P
2
5
P
2
P
2
P2 B1B1P5P4P1WJ1CP1P1GTP1GTP1P2B1B1P1P1P2P4P4B1B1P1P1P1GTCP3P3
3
323
3
3
323
3
33233P1P1P1P2
P
2
P21
1
1
6
1
1
7
1
1
1
1
7
4410 75554857544B2B1B2B4B2PREFAB FLOOR TRUSSESAT 16" O.C.PREFAB FLOOR TRUSSESAT 16" O.C.
P
R
E
F
A
B
T
R
U
S
S
E
S
A
T
2
4
"
O
.
C
.
P
R
E
F
A
B
T
R
U
S
S
E
S
A
T
2
4
"
O
.
C
.
PREFAB FLOOR TRUSSESAT 16" O.C.PREFAB FLOOR TRUSSESAT 16" O.C.CP5B3P4P4
3
0
4
3
0
3
3
0
3
3
0
4
2
1
3
T
Y
P
2
0
8
2
1
6
2
0
9
2
0
5
2
1
2
2
1
1
2
0
7
T
Y
P
2
0
8
2
1
2
T
Y
P
2
0
8
2
0
7
2
1
6
2
0
9
T
Y
P
2
0
5
2
1
3
T
Y
P
2
0
8
215214202203206201209203210204203204209210201202214203206
3
0
1
3
0
2
3
0
5
3
0
2
3
0
1
210 455B4B35P1204P155C B9 B912
B6
B
6
O
P
E
N
1
1
6
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
12/13/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
2
.
1
1
2
/
1
3
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FLOOR, LOFT, & ROOF FRAMING PLANS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
SCALE:FLOOR FRAMING PLAN1/8" = 1'-0"
S
C
A
L
E
:
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
1
/
8
"
=
1
'
-
0
"
WOOD JOIST ( ) SCHEDULEMARKJOISTFACE MOUNT HANGERTOP FLANGE HANGERWJ12x6 AT 12" O.C.LUS26LB26WJ22x12 AT 16" O.C.BA212 (WELD TOSTEEL BEAM)---WJ32x8 AT 16" O.C.LRU28Z (MAX)---WJ
F
L
O
O
R
/
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
N
O
T
E
S
A
.
V
E
R
I
F
Y
A
L
L
D
I
M
E
N
S
I
O
N
S
W
I
T
H
A
L
L
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
B
.
A
L
L
S
C
H
E
D
U
L
E
D
M
A
R
K
D
E
S
I
G
N
A
T
I
O
N
S
M
A
Y
N
O
T
N
E
C
E
S
S
A
R
I
L
Y
B
E
F
O
U
N
D
O
N
T
H
I
S
P
L
A
N
.
S
C
H
E
D
U
L
E
S
A
R
E
T
Y
P
I
C
A
L
T
O
T
H
I
S
P
R
O
J
E
C
T
.
C
.
I
F
D
O
U
B
L
E
T
O
P
P
L
A
T
E
I
S
N
O
T
C
H
E
D
,
S
T
E
P
P
E
D
O
R
B
R
O
K
E
N
,
P
R
O
V
I
D
E
A
S
I
M
P
S
O
N
M
S
T
C
4
0
S
T
R
A
P
A
T
D
I
S
C
O
N
T
I
N
U
I
T
Y
.
D
.
T
Y
P
I
C
A
L
B
E
A
R
I
N
G
W
A
L
L
F
R
A
M
I
N
G
S
H
A
L
L
B
E
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
U
N
O
.
E
.
P
R
O
V
I
D
E
T
R
I
M
M
E
R
S
T
U
D
S
(
T
S
)
A
N
D
K
I
N
G
S
T
U
D
S
(
K
S
)
A
T
O
P
E
N
I
N
G
S
A
S
F
O
L
L
O
W
S
,
U
.
N
.
O
.
:
O
P
E
N
I
N
G
S
6
'
-
0
"
O
R
L
E
S
S
,
(
1
)
T
S
&
(
1
)
K
S
,
O
P
E
N
I
N
G
S
6
'
-
1
"
T
O
9
'
-
0
"
,
(
1
)
T
S
&
(
2
)
K
S
,
9
'
-
1
"
T
O
1
2
'
-
0
"
,
(
2
)
T
S
&
(
3
)
K
S
.
F
O
R
A
T
T
A
C
H
M
E
N
T
,
S
E
E
"
T
Y
P
I
C
A
L
H
E
A
D
E
R
C
O
N
N
E
C
T
I
O
N
"
D
E
T
A
I
L
.
F
.
W
A
L
L
S
W
I
T
H
S
O
L
I
D
L
I
N
E
S
D
E
S
I
G
N
A
T
E
D
S
T
R
U
C
T
U
R
A
L
(
B
E
A
R
I
N
G
)
W
A
L
L
S
.
G
.
W
A
L
L
S
W
I
T
H
D
A
S
H
E
D
L
I
N
E
S
D
E
S
I
G
N
A
T
E
N
O
N
-
S
T
R
U
C
T
U
R
A
L
(
N
O
N
-
B
E
A
R
I
N
G
)
W
A
L
L
S
.
H
.
,
,
,
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
S
H
E
A
R
W
A
L
L
;
H
A
T
C
H
I
N
G
I
N
W
A
L
L
D
E
S
I
G
N
A
T
E
S
S
H
E
A
R
W
A
L
L
L
E
N
G
T
H
.
I
.
,
,
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
S
H
E
A
R
W
A
L
L
H
O
L
D
O
W
N
.
S
E
E
H
O
L
D
O
W
N
S
C
H
E
D
U
L
E
S
A
N
D
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
J
.
B
1
,
B
2
,
E
T
C
.
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
B
E
A
M
O
R
H
E
A
D
E
R
.
S
E
E
B
E
A
M
S
C
H
E
D
U
L
E
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
K
.
W
J
1
,
W
J
2
,
E
T
C
.
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
W
O
O
D
J
O
I
S
T
.
S
E
E
W
O
O
D
J
O
I
S
T
S
C
H
E
D
U
L
E
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
L
.
P
1
,
P
2
,
E
T
C
.
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
W
O
O
D
P
O
S
T
.
S
E
E
P
O
S
T
S
C
H
E
D
U
L
E
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
M
.
T
I
E
E
A
C
H
R
O
O
F
J
O
I
S
T
A
T
B
E
A
R
I
N
G
L
O
C
A
T
I
O
N
S
W
I
T
H
(
1
)
H
2
.
5
A
C
L
I
P
,
U
N
O
.
N
.
P
R
O
V
I
D
E
B
U
I
L
T
-
U
P
2
x
P
O
S
T
S
B
E
L
O
W
E
A
C
H
G
I
R
D
E
R
T
R
U
S
S
,
M
A
T
C
H
G
I
R
D
E
R
T
R
U
S
S
W
I
D
T
H
,
U
.
N
.
O
.
O
.
F
O
R
C
L
A
R
I
T
Y
,
D
E
T
A
I
L
S
M
A
Y
S
H
O
W
O
N
L
Y
O
N
E
S
I
D
E
O
F
F
R
A
M
I
N
G
C
O
N
D
I
T
I
O
N
.
P
.
A
L
L
E
X
T
E
R
I
O
R
W
A
L
L
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
W
I
T
H
T
Y
P
E
"
5
"
S
H
E
A
R
W
A
L
L
S
,
U
N
O
.
5
6
.
7
A
B
P
O
S
T
(
P
)
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
F
O
R
C
O
N
N
E
C
T
I
O
N
S
A
T
E
I
T
H
E
R
E
N
D
O
F
P
O
S
T
,
S
E
E
D
E
T
A
I
L
S
.
2
.
U
N
O
,
S
E
E
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
(
G
S
N
)
F
O
R
L
U
M
B
E
R
S
P
E
C
I
E
S
A
N
D
G
R
A
D
E
.
M
A
R
K
S
I
Z
E
S
P
E
C
I
E
S
A
N
D
G
R
A
D
E
C
O
N
N
E
C
T
I
O
N
P
1
(
2
)
2
x
6
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
2
6
x
6
D
O
U
G
F
I
R
N
O
.
1
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
3
(
3
)
2
x
4
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
4
(
4
)
2
x
4
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
5
(
5
)
2
x
4
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
1
.
A
L
I
G
N
D
O
U
B
L
E
T
R
U
S
S
B
E
L
O
W
S
H
E
A
R
W
A
L
L
A
B
O
V
E
.
2
.
S
L
A
N
T
E
D
W
A
L
L
T
O
B
E
F
R
A
M
E
D
W
/
1
1
2
"
x
5
1
2
"
L
S
L
S
T
U
D
S
A
T
1
2
"
O
.
C
.
.
P
R
O
V
I
D
E
(
2
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
L
E
S
S
T
H
A
N
3
'
-
0
"
W
I
D
E
A
N
D
(
3
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
3
'
-
1
"
-
5
'
-
0
"
W
I
D
E
.
3
.
T
O
W
E
R
W
A
L
L
S
T
O
B
E
F
R
A
M
E
D
W
/
1
3
4
"
x
5
1
2
"
L
V
L
S
T
U
D
S
A
T
8
"
O
.
C
.
O
R
(
2
)
1
3
4
"
x
5
1
2
"
L
V
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
.
P
R
O
V
I
D
E
(
2
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
L
E
S
S
T
H
A
N
3
'
-
0
"
W
I
D
E
A
N
D
(
3
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
3
'
-
1
"
-
5
'
-
0
"
W
I
D
E
.
4
.
T
Y
P
I
C
A
L
I
N
T
E
R
I
O
R
4
"
W
A
L
L
S
S
H
A
L
L
B
E
F
R
A
M
E
D
W
/
2
x
4
S
T
U
D
S
A
T
1
2
"
O
.
C
.
.
5
.
T
Y
P
I
C
A
L
I
N
T
E
R
I
O
R
6
"
W
A
L
L
S
S
H
A
L
L
B
E
F
R
A
M
E
D
W
/
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
.
6
.
S
I
M
P
S
O
N
H
U
C
6
1
2
H
A
N
G
E
R
.
7
.
P
O
C
K
E
T
B
E
A
M
I
N
T
O
W
A
L
L
P
E
R
T
Y
P
I
C
A
L
D
E
T
A
I
L
8
.
P
R
O
V
I
D
E
(
2
)
2
x
6
B
L
O
C
K
I
N
G
W
/
L
U
S
2
6
-
2
H
A
N
G
E
R
S
E
A
C
H
E
N
D
B
E
L
O
W
B
E
A
R
I
N
G
W
A
L
L
A
B
O
V
E
.
9
.
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
T
O
D
E
S
I
G
N
F
L
O
O
R
T
R
U
S
S
E
S
T
O
S
U
P
P
O
R
T
A
D
D
I
T
I
O
N
A
L
P
O
I
N
T
L
O
A
D
(
A
S
D
)
O
F
D
E
A
D
L
O
A
D
=
2
0
0
#
A
N
D
L
I
V
E
L
O
A
D
=
1
5
0
#
.
1
0
.
S
I
M
P
S
O
N
H
U
C
2
6
-
3
H
A
N
G
E
R
(
M
A
X
)
.
1
1
.
S
I
M
P
S
O
N
H
B
6
1
2
H
A
N
G
E
R
,
W
E
L
D
T
O
S
T
E
E
L
B
E
A
M
W
/
(
4
)
1
8
"
F
I
L
L
E
T
W
E
L
D
S
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
R
U
C
T
I
O
N
S
.
1
2
.
S
I
M
P
S
O
N
H
G
U
S
4
1
4
H
A
N
G
E
R
P
L
A
N
K
E
Y
N
O
T
E
S
X
B
E
A
M
(
B
)
S
C
H
E
D
U
L
E
M
A
R
K
S
I
Z
E
B
1
(
2
)
2
x
1
0
O
R
4
x
1
0
O
R
(
2
)
1
3
4
x
7
1
4
L
V
L
B
2
(
2
)
1
3
4
x
9
1
2
L
V
L
B
3
(
2
)
1
3
4
x
1
1
7
8
L
V
L
B
4
(
3
)
1
3
4
x
1
1
7
8
L
V
L
B
5
(
3
)
1
3
4
x
1
4
L
V
L
B
6
6
x
1
2
D
F
S
E
L
E
C
T
S
T
R
U
C
T
U
R
A
L
B
7
W
1
2
x
3
0
B
8
(
3
)
2
x
6
B
9
(
2
)
1
3
4
x
1
8
L
V
L
S
C
A
L
E
:
M
E
C
H
A
N
I
C
A
L
L
O
F
T
F
R
A
M
I
N
G
P
L
A
N
1
/
8
"
=
1
'
-
0
"
S
H
E
A
R
W
A
L
L
H
O
L
D
O
W
N
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
F
O
R
A
N
C
H
O
R
B
O
L
T
E
M
B
E
D
M
E
N
T
R
E
Q
U
I
R
E
M
E
N
T
S
.
2
.
P
O
S
T
S
S
H
O
W
N
O
N
T
H
E
P
L
A
N
S
A
R
A
M
I
N
I
M
U
M
A
S
R
E
Q
U
I
R
E
D
T
O
S
U
P
P
O
R
T
T
H
E
G
R
A
V
I
T
Y
L
O
A
D
S
O
F
T
H
E
S
T
R
U
C
T
U
R
E
.
A
D
D
I
T
I
O
N
A
L
S
T
U
D
S
O
R
S
O
L
I
D
P
O
S
T
S
M
A
Y
B
E
R
E
Q
U
I
R
E
D
D
E
P
E
N
D
E
N
T
O
N
H
O
L
D
O
W
N
T
Y
P
E
S
.
M
A
R
K
H
O
L
D
O
W
N
S
H
E
A
R
W
A
L
L
E
N
D
P
O
S
T
U
N
O
O
N
P
L
A
N
A
L
T
E
R
N
A
T
E
H
O
L
D
O
W
N
A
N
C
H
O
R
B
O
L
T
D
I
A
.
S
I
M
P
S
O
N
H
D
U
5
(
2
)
2
x
S
T
U
D
S
N
/
A
5
8
"
S
I
M
P
S
O
N
H
D
U
8
(
2
)
2
x
S
T
U
D
S
N
/
A
7
8
"
S
I
M
P
S
O
N
M
S
T
C
6
6
(
2
)
2
x
S
T
U
D
S
N
/
A
N
/
A
A
B
C
S
H
E
A
R
W
A
L
L
T
Y
P
E
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
S
H
E
A
R
W
A
L
L
T
Y
P
E
S
L
I
S
T
E
D
B
E
L
O
W
A
R
E
N
O
T
J
O
B
S
P
E
C
I
F
I
C
.
S
O
M
E
T
Y
P
E
S
M
A
Y
N
O
T
B
E
U
S
E
D
O
N
T
H
E
P
L
A
N
S
.
2
.
F
R
A
M
I
N
G
M
E
M
B
E
R
S
U
P
P
O
R
T
I
N
G
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
S
P
A
C
E
D
A
T
1
6
"
O
N
C
E
N
T
E
R
(
O
.
C
.
)
M
A
X
I
M
U
M
.
3
.
A
N
C
H
O
R
B
O
L
T
S
T
O
F
O
U
N
D
A
T
I
O
N
S
H
A
L
L
B
E
1
0
"
L
O
N
G
A
N
D
S
H
A
L
L
B
E
E
M
B
E
D
7
"
I
N
T
O
C
O
N
C
R
E
T
E
.
E
X
P
A
N
S
I
O
N
B
O
L
T
S
O
R
S
H
O
T
P
I
N
S
M
A
Y
B
E
U
S
E
D
A
T
I
N
T
E
R
I
O
R
W
A
L
L
S
(
A
W
A
Y
F
R
O
M
E
D
G
E
O
F
S
L
A
B
O
R
S
L
A
B
S
T
E
P
-
D
O
W
N
)
P
E
R
S
U
P
P
L
E
M
E
N
T
A
L
I
N
S
T
R
U
C
T
I
O
N
S
.
4
.
A
M
I
N
I
M
U
M
O
F
(
2
)
A
N
C
H
O
R
B
O
L
T
S
S
H
A
L
L
B
E
U
S
E
D
O
N
E
A
C
H
B
A
S
E
P
L
A
T
E
P
I
E
C
E
.
P
R
O
V
I
D
E
(
1
)
A
N
C
H
O
R
B
O
L
T
M
I
N
I
M
U
M
W
I
T
H
I
N
9
"
O
F
E
A
C
H
E
N
D
P
I
E
C
E
.
5
.
P
R
O
V
I
D
E
C
O
N
T
I
N
U
O
U
S
D
O
U
B
L
E
2
x
T
O
P
P
L
A
T
E
A
T
A
L
L
S
H
E
A
R
W
A
L
L
S
A
N
D
E
X
T
E
R
I
O
R
W
A
L
L
.
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
(
U
.
N
.
O
.
)
,
L
A
P
S
P
L
I
C
E
T
O
P
P
L
A
T
E
A
M
I
N
I
M
U
M
4
'
-
0
"
W
I
T
H
1
6
d
N
A
I
L
S
S
T
A
G
G
E
R
E
D
A
T
2
"
O
N
C
E
N
T
E
R
(
O
.
C
.
)
(
(
2
4
)
1
6
d
N
A
I
L
S
T
O
T
A
L
B
E
T
W
E
E
N
S
P
L
I
C
E
J
O
I
N
T
S
.
)
6
.
P
R
O
V
I
D
E
F
U
L
L
H
E
I
G
H
T
D
O
U
B
L
E
S
T
U
D
S
A
T
E
N
D
S
O
F
S
H
E
A
R
W
A
L
L
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
O
N
P
L
A
N
S
O
R
D
E
T
A
I
L
S
.
7
.
B
L
O
C
K
A
L
L
P
A
N
E
L
E
D
G
E
S
.
E
D
G
E
N
A
I
L
S
H
E
A
T
H
I
N
G
A
T
B
L
O
C
K
E
D
E
D
G
E
S
.
M
A
R
K
S
H
E
A
T
H
I
N
G
M
A
T
E
R
I
A
L
E
D
G
E
N
A
I
L
I
N
G
F
I
E
L
D
N
A
I
L
I
N
G
B
O
T
T
O
M
P
L
A
T
E
A
T
T
A
C
H
M
E
N
T
7
1
6
"
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
(
B
L
O
C
K
E
D
)
O
N
E
S
I
D
E
O
F
W
A
L
L
8
d
C
O
M
M
O
N
A
T
6
"
O
.
C
.
8
d
C
O
M
M
O
N
A
T
1
2
"
O
.
C
.
C
O
N
C
R
E
T
E
:
1
2
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
3
6
"
O
.
C
.
C
O
N
C
R
E
T
E
:
5
8
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
4
8
"
O
.
C
.
W
O
O
D
:
1
6
d
S
T
A
G
G
E
R
E
D
A
T
6
"
O
.
C
.
7
1
6
"
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
(
B
L
O
C
K
E
D
)
O
N
E
S
I
D
E
O
F
W
A
L
L
8
d
C
O
M
M
O
N
A
T
4
"
O
.
C
.
8
d
C
O
M
M
O
N
A
T
1
2
"
O
.
C
.
C
O
N
C
R
E
T
E
:
1
2
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
2
4
"
O
.
C
.
C
O
N
C
R
E
T
E
:
5
8
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
3
2
"
O
.
C
.
W
O
O
D
:
1
6
d
S
T
A
G
G
E
R
E
D
A
T
4
"
O
.
C
.
5
6
.
J12345FGJFG12345
J
1
2
3
4
5
F
G
J
F
G
1
2
3
4
5
OPEN OPENOPENGTGT WJ1WJ1WJ1TYPICAL FLOOR SHEATHING:3/4" APA RATED FLOOR SHEATHING W/ 10dCOMMON NAILS AT 6" O.C. AT PANEL EDGES /BOUNDARY AND AT 12" O.C. IN THE FIELD.B1B5B3B2B1B2B2B1B3B1B1B1B1B1B2B1B1B1B1B1B1B5B1B2B1
1
9
/
3
2
"
A
P
A
R
A
T
E
D
R
O
O
F
S
H
E
A
T
H
I
N
G
W
/
1
0
d
C
O
M
M
O
N
N
A
I
L
S
A
T
6
"
O
.
C
.
A
T
P
A
N
E
L
E
D
G
E
S
/
B
O
U
N
D
A
R
Y
A
N
D
A
T
1
2
"
O
.
C
.
I
N
T
H
E
F
I
E
L
D
.
T
Y
P
I
C
A
L
R
O
O
F
S
H
E
A
T
H
I
N
G
:
J12345
F
G
J
F
G
1
2
3
4
5
B1B1B1B1B1B1B1 B1B1
T
Y
P
I
C
A
L
F
L
O
O
R
S
H
E
A
T
H
I
N
G
:
3
/
4
"
A
P
A
R
A
T
E
D
F
L
O
O
R
S
H
E
A
T
H
I
N
G
W
/
1
0
d
C
O
M
M
O
N
N
A
I
L
S
A
T
6
"
O
.
C
.
A
T
P
A
N
E
L
E
D
G
E
S
/
B
O
U
N
D
A
R
Y
A
N
D
A
T
1
2
"
O
.
C
.
I
N
T
H
E
F
I
E
L
D
.
B8B1B4B1
B
1
B
1
B1 B1
W
J
2
B7
WJ2
B2B8 B4
B
6
B6
B
6
B6
B
4
O
P
E
N
O
P
E
N
B7
WJ2
B
7
B
7
B
7
5
5
5
5
5
5
6
.
6.
6
.
5
6.5556.
5
6.6.555556.5 55 55555PREFAB FLOOR TRUSSESAT 16" O.C.PREFAB FLOOR TRUSSESAT 16" O.C.
P
R
E
F
A
B
T
R
U
S
S
E
S
A
T
2
4
"
O
.
C
.
P
R
E
F
A
B
T
R
U
S
S
E
S
A
T
2
4
"
O
.
C
.
WJ3
P
2
P
2
P
2
B1 B1
P
1
P
1
P
2
P
2
B
7
P
2
5
P
2
P
2
P2 B1B1P5P4P1WJ1CP1P1GTP1GTPREFAB FLOOR TRUSSESAT 16" O.C.P1P2B1 CB1P1P1P2P5P4P4P3B1B1P1P1P1GTCCP3P3PREFAB FLOOR TRUSSESAT 16" O.C.1
3
323
3
3
323
3
33233
1
1
1
2
1
1
7
1
1
1
2
1
1
7
3
0
4
3
0
3
3
0
3
3
0
4
2
1
3
T
Y
P
2
0
8
2
1
6
2
0
9
2
0
5
2
1
2
2
1
1
2
0
7
T
Y
P
2
0
8
2
1
2
T
Y
P
2
0
8
2
0
7
2
1
6
2
0
9
T
Y
P
2
0
5
2
1
3
T
Y
P
2
0
8
215214202203206201209204203210210203204209210201202214203206
3
0
1
3
0
2
3
0
5
3
0
2
3
0
1
4410 7P1P1P15556484137P25P2
P
2
P2544
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
11/14/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
2
.
1
1
1
/
1
4
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FLOOR, LOFT, & ROOF FRAMING PLANS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
SCALE:FLOOR FRAMING PLAN1/8" = 1'-0"
S
C
A
L
E
:
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
1
/
8
"
=
1
'
-
0
"
WOOD JOIST ( ) SCHEDULEMARKJOISTFACE MOUNT HANGERTOP FLANGE HANGERWJ12x6 AT 12" O.C.LUS26LB26WJ22x12 AT 16" O.C.BA212 (WELD TOSTEEL BEAM)---WJ32x8 AT 16" O.C.LRU28Z (MAX)---WJ
F
L
O
O
R
/
R
O
O
F
F
R
A
M
I
N
G
P
L
A
N
N
O
T
E
S
A
.
V
E
R
I
F
Y
A
L
L
D
I
M
E
N
S
I
O
N
S
W
I
T
H
A
L
L
A
R
C
H
I
T
E
C
T
U
R
A
L
D
R
A
W
I
N
G
S
.
B
.
A
L
L
S
C
H
E
D
U
L
E
D
M
A
R
K
D
E
S
I
G
N
A
T
I
O
N
S
M
A
Y
N
O
T
N
E
C
E
S
S
A
R
I
L
Y
B
E
F
O
U
N
D
O
N
T
H
I
S
P
L
A
N
.
S
C
H
E
D
U
L
E
S
A
R
E
T
Y
P
I
C
A
L
T
O
T
H
I
S
P
R
O
J
E
C
T
.
C
.
I
F
D
O
U
B
L
E
T
O
P
P
L
A
T
E
I
S
N
O
T
C
H
E
D
,
S
T
E
P
P
E
D
O
R
B
R
O
K
E
N
,
P
R
O
V
I
D
E
A
S
I
M
P
S
O
N
M
S
T
C
4
0
S
T
R
A
P
A
T
D
I
S
C
O
N
T
I
N
U
I
T
Y
.
D
.
T
Y
P
I
C
A
L
B
E
A
R
I
N
G
W
A
L
L
F
R
A
M
I
N
G
S
H
A
L
L
B
E
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
U
N
O
.
E
.
P
R
O
V
I
D
E
T
R
I
M
M
E
R
S
T
U
D
S
(
T
S
)
A
N
D
K
I
N
G
S
T
U
D
S
(
K
S
)
A
T
O
P
E
N
I
N
G
S
A
S
F
O
L
L
O
W
S
,
U
.
N
.
O
.
:
O
P
E
N
I
N
G
S
6
'
-
0
"
O
R
L
E
S
S
,
(
1
)
T
S
&
(
1
)
K
S
,
O
P
E
N
I
N
G
S
6
'
-
1
"
T
O
9
'
-
0
"
,
(
1
)
T
S
&
(
2
)
K
S
,
9
'
-
1
"
T
O
1
2
'
-
0
"
,
(
2
)
T
S
&
(
3
)
K
S
.
F
O
R
A
T
T
A
C
H
M
E
N
T
,
S
E
E
"
T
Y
P
I
C
A
L
H
E
A
D
E
R
C
O
N
N
E
C
T
I
O
N
"
D
E
T
A
I
L
.
F
.
W
A
L
L
S
W
I
T
H
S
O
L
I
D
L
I
N
E
S
D
E
S
I
G
N
A
T
E
D
S
T
R
U
C
T
U
R
A
L
(
B
E
A
R
I
N
G
)
W
A
L
L
S
.
G
.
W
A
L
L
S
W
I
T
H
D
A
S
H
E
D
L
I
N
E
S
D
E
S
I
G
N
A
T
E
N
O
N
-
S
T
R
U
C
T
U
R
A
L
(
N
O
N
-
B
E
A
R
I
N
G
)
W
A
L
L
S
.
H
.
,
,
,
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
S
H
E
A
R
W
A
L
L
;
H
A
T
C
H
I
N
G
I
N
W
A
L
L
D
E
S
I
G
N
A
T
E
S
S
H
E
A
R
W
A
L
L
L
E
N
G
T
H
.
I
.
,
,
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
S
H
E
A
R
W
A
L
L
H
O
L
D
O
W
N
.
S
E
E
H
O
L
D
O
W
N
S
C
H
E
D
U
L
E
S
A
N
D
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
J
.
B
1
,
B
2
,
E
T
C
.
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
B
E
A
M
O
R
H
E
A
D
E
R
.
S
E
E
B
E
A
M
S
C
H
E
D
U
L
E
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
K
.
W
J
1
,
W
J
2
,
E
T
C
.
-
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
W
O
O
D
J
O
I
S
T
.
S
E
E
W
O
O
D
J
O
I
S
T
S
C
H
E
D
U
L
E
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
L
.
P
1
,
P
2
,
E
T
C
.
A
S
S
H
O
W
N
O
N
P
L
A
N
I
N
D
I
C
A
T
E
S
A
W
O
O
D
P
O
S
T
.
S
E
E
P
O
S
T
S
C
H
E
D
U
L
E
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
M
.
T
I
E
E
A
C
H
R
O
O
F
J
O
I
S
T
A
T
B
E
A
R
I
N
G
L
O
C
A
T
I
O
N
S
W
I
T
H
(
1
)
H
2
.
5
A
C
L
I
P
,
U
N
O
.
N
.
P
R
O
V
I
D
E
B
U
I
L
T
-
U
P
2
x
P
O
S
T
S
B
E
L
O
W
E
A
C
H
G
I
R
D
E
R
T
R
U
S
S
,
M
A
T
C
H
G
I
R
D
E
R
T
R
U
S
S
W
I
D
T
H
,
U
.
N
.
O
.
O
.
F
O
R
C
L
A
R
I
T
Y
,
D
E
T
A
I
L
S
M
A
Y
S
H
O
W
O
N
L
Y
O
N
E
S
I
D
E
O
F
F
R
A
M
I
N
G
C
O
N
D
I
T
I
O
N
.
P
.
A
L
L
E
X
T
E
R
I
O
R
W
A
L
L
S
S
H
A
L
L
B
E
C
O
N
S
T
R
U
C
T
E
D
W
I
T
H
T
Y
P
E
"
5
"
S
H
E
A
R
W
A
L
L
S
,
U
N
O
.
5
6
.
7
A
B
P
O
S
T
(
P
)
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
F
O
R
C
O
N
N
E
C
T
I
O
N
S
A
T
E
I
T
H
E
R
E
N
D
O
F
P
O
S
T
,
S
E
E
D
E
T
A
I
L
S
.
2
.
U
N
O
,
S
E
E
G
E
N
E
R
A
L
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
(
G
S
N
)
F
O
R
L
U
M
B
E
R
S
P
E
C
I
E
S
A
N
D
G
R
A
D
E
.
M
A
R
K
S
I
Z
E
S
P
E
C
I
E
S
A
N
D
G
R
A
D
E
C
O
N
N
E
C
T
I
O
N
P
1
(
2
)
2
x
6
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
2
6
x
6
D
O
U
G
F
I
R
N
O
.
1
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
3
(
3
)
2
x
4
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
4
(
4
)
2
x
4
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
P
5
(
5
)
2
x
4
D
O
U
G
F
I
R
N
O
.
2
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
1
.
A
L
I
G
N
D
O
U
B
L
E
T
R
U
S
S
B
E
L
O
W
S
H
E
A
R
W
A
L
L
A
B
O
V
E
.
2
.
S
L
A
N
T
E
D
W
A
L
L
T
O
B
E
F
R
A
M
E
D
W
/
1
1
2
"
x
5
1
2
"
L
S
L
S
T
U
D
S
A
T
1
2
"
O
.
C
.
.
P
R
O
V
I
D
E
(
2
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
L
E
S
S
T
H
A
N
3
'
-
0
"
W
I
D
E
A
N
D
(
3
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
3
'
-
1
"
-
5
'
-
0
"
W
I
D
E
.
3
.
T
O
W
E
R
W
A
L
L
S
T
O
B
E
F
R
A
M
E
D
W
/
1
3
4
"
x
5
1
2
"
L
V
L
S
T
U
D
S
A
T
8
"
O
.
C
.
O
R
(
2
)
1
3
4
"
x
5
1
2
"
L
V
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
.
P
R
O
V
I
D
E
(
2
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
L
E
S
S
T
H
A
N
3
'
-
0
"
W
I
D
E
A
N
D
(
3
)
K
I
N
G
S
T
U
D
S
A
T
O
P
E
N
I
N
G
S
L
E
S
S
3
'
-
1
"
-
5
'
-
0
"
W
I
D
E
.
4
.
T
Y
P
I
C
A
L
I
N
T
E
R
I
O
R
4
"
W
A
L
L
S
S
H
A
L
L
B
E
F
R
A
M
E
D
W
/
2
x
4
S
T
U
D
S
A
T
1
2
"
O
.
C
.
.
5
.
T
Y
P
I
C
A
L
I
N
T
E
R
I
O
R
6
"
W
A
L
L
S
S
H
A
L
L
B
E
F
R
A
M
E
D
W
/
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
.
6
.
W
A
L
L
F
R
A
M
I
N
G
S
H
A
L
L
B
E
2
x
4
S
T
U
D
S
A
T
8
"
O
.
C
.
.
7
.
P
O
C
K
E
T
B
E
A
M
I
N
T
O
W
A
L
L
P
E
R
T
Y
P
I
C
A
L
D
E
T
A
I
L
8
.
P
R
O
V
I
D
E
(
2
)
2
x
6
B
L
O
C
K
I
N
G
W
/
L
U
S
2
6
-
2
H
A
N
G
E
R
S
E
A
C
H
E
N
D
B
E
L
O
W
B
E
A
R
I
N
G
W
A
L
L
A
B
O
V
E
.
9
.
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
T
O
D
E
S
I
G
N
F
L
O
O
R
T
R
U
S
S
E
S
T
O
S
U
P
P
O
R
T
A
D
D
I
T
I
O
N
A
L
P
O
I
N
T
L
O
A
D
(
A
S
D
)
O
F
D
E
A
D
L
O
A
D
=
2
0
0
#
A
N
D
L
I
V
E
L
O
A
D
=
1
5
0
#
.
1
0
.
S
I
M
P
S
O
N
H
U
C
2
6
-
3
H
A
N
G
E
R
(
M
A
X
)
.
1
1
.
S
I
M
P
S
O
N
H
B
6
1
2
H
A
N
G
E
R
,
W
E
L
D
T
O
S
T
E
E
L
B
E
A
M
W
/
(
4
)
1
8
"
F
I
L
L
E
T
W
E
L
D
S
P
E
R
M
A
N
U
F
A
C
T
U
R
E
R
'
S
I
N
S
T
R
U
C
T
I
O
N
S
.
1
2
.
S
I
M
P
S
O
N
H
U
C
6
1
2
H
A
N
G
E
R
.
1
3
.
A
T
T
A
C
H
B
E
A
M
T
O
P
O
S
T
W
/
S
I
M
P
S
O
N
P
C
6
Z
P
O
S
T
C
A
P
.
P
L
A
N
K
E
Y
N
O
T
E
S
X
B
E
A
M
(
B
)
S
C
H
E
D
U
L
E
M
A
R
K
S
I
Z
E
B
1
(
2
)
2
x
1
0
O
R
4
x
1
0
O
R
(
2
)
1
3
4
x
7
1
4
L
V
L
B
2
(
2
)
1
3
4
x
9
1
2
L
V
L
B
3
(
2
)
1
3
4
x
1
1
7
8
L
V
L
B
4
(
3
)
1
3
4
x
1
1
7
8
L
V
L
B
5
(
3
)
1
3
4
x
1
4
L
V
L
B
6
6
x
1
2
D
F
S
E
L
E
C
T
S
T
R
U
C
T
U
R
A
L
B
7
W
1
2
x
3
0
B
8
(
3
)
2
x
6
SC
A
L
E
:
M
E
C
H
A
N
I
C
A
L
L
O
F
T
F
R
A
M
I
N
G
P
L
A
N
1
/
8
"
=
1
'
-
0
"
S
H
E
A
R
W
A
L
L
H
O
L
D
O
W
N
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
F
O
R
A
N
C
H
O
R
B
O
L
T
E
M
B
E
D
M
E
N
T
R
E
Q
U
I
R
E
M
E
N
T
S
.
2
.
P
O
S
T
S
S
H
O
W
N
O
N
T
H
E
P
L
A
N
S
A
R
A
M
I
N
I
M
U
M
A
S
R
E
Q
U
I
R
E
D
T
O
S
U
P
P
O
R
T
T
H
E
G
R
A
V
I
T
Y
L
O
A
D
S
O
F
T
H
E
S
T
R
U
C
T
U
R
E
.
A
D
D
I
T
I
O
N
A
L
S
T
U
D
S
O
R
S
O
L
I
D
P
O
S
T
S
M
A
Y
B
E
R
E
Q
U
I
R
E
D
D
E
P
E
N
D
E
N
T
O
N
H
O
L
D
O
W
N
T
Y
P
E
S
.
M
A
R
K
H
O
L
D
O
W
N
S
H
E
A
R
W
A
L
L
E
N
D
P
O
S
T
U
N
O
O
N
P
L
A
N
A
L
T
E
R
N
A
T
E
H
O
L
D
O
W
N
A
N
C
H
O
R
B
O
L
T
D
I
A
.
S
I
M
P
S
O
N
H
D
U
5
(
2
)
2
x
S
T
U
D
S
N
/
A
5
8
"
S
I
M
P
S
O
N
H
D
U
8
(
2
)
2
x
S
T
U
D
S
N
/
A
7
8
"
S
I
M
P
S
O
N
M
S
T
C
6
6
(
2
)
2
x
S
T
U
D
S
N
/
A
N
/
A
A
B
C
S
H
E
A
R
W
A
L
L
T
Y
P
E
S
C
H
E
D
U
L
E
N
O
T
E
S
:
1
.
S
H
E
A
R
W
A
L
L
T
Y
P
E
S
L
I
S
T
E
D
B
E
L
O
W
A
R
E
N
O
T
J
O
B
S
P
E
C
I
F
I
C
.
S
O
M
E
T
Y
P
E
S
M
A
Y
N
O
T
B
E
U
S
E
D
O
N
T
H
E
P
L
A
N
S
.
2
.
F
R
A
M
I
N
G
M
E
M
B
E
R
S
U
P
P
O
R
T
I
N
G
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
S
P
A
C
E
D
A
T
1
6
"
O
N
C
E
N
T
E
R
(
O
.
C
.
)
M
A
X
I
M
U
M
.
3
.
A
N
C
H
O
R
B
O
L
T
S
T
O
F
O
U
N
D
A
T
I
O
N
S
H
A
L
L
B
E
1
0
"
L
O
N
G
A
N
D
S
H
A
L
L
B
E
E
M
B
E
D
7
"
I
N
T
O
C
O
N
C
R
E
T
E
.
E
X
P
A
N
S
I
O
N
B
O
L
T
S
O
R
S
H
O
T
P
I
N
S
M
A
Y
B
E
U
S
E
D
A
T
I
N
T
E
R
I
O
R
W
A
L
L
S
(
A
W
A
Y
F
R
O
M
E
D
G
E
O
F
S
L
A
B
O
R
S
L
A
B
S
T
E
P
-
D
O
W
N
)
P
E
R
S
U
P
P
L
E
M
E
N
T
A
L
I
N
S
T
R
U
C
T
I
O
N
S
.
4
.
A
M
I
N
I
M
U
M
O
F
(
2
)
A
N
C
H
O
R
B
O
L
T
S
S
H
A
L
L
B
E
U
S
E
D
O
N
E
A
C
H
B
A
S
E
P
L
A
T
E
P
I
E
C
E
.
P
R
O
V
I
D
E
(
1
)
A
N
C
H
O
R
B
O
L
T
M
I
N
I
M
U
M
W
I
T
H
I
N
9
"
O
F
E
A
C
H
E
N
D
P
I
E
C
E
.
5
.
P
R
O
V
I
D
E
C
O
N
T
I
N
U
O
U
S
D
O
U
B
L
E
2
x
T
O
P
P
L
A
T
E
A
T
A
L
L
S
H
E
A
R
W
A
L
L
S
A
N
D
E
X
T
E
R
I
O
R
W
A
L
L
.
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
(
U
.
N
.
O
.
)
,
L
A
P
S
P
L
I
C
E
T
O
P
P
L
A
T
E
A
M
I
N
I
M
U
M
4
'
-
0
"
W
I
T
H
1
6
d
N
A
I
L
S
S
T
A
G
G
E
R
E
D
A
T
2
"
O
N
C
E
N
T
E
R
(
O
.
C
.
)
(
(
2
4
)
1
6
d
N
A
I
L
S
T
O
T
A
L
B
E
T
W
E
E
N
S
P
L
I
C
E
J
O
I
N
T
S
.
)
6
.
P
R
O
V
I
D
E
F
U
L
L
H
E
I
G
H
T
D
O
U
B
L
E
S
T
U
D
S
A
T
E
N
D
S
O
F
S
H
E
A
R
W
A
L
L
S
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
O
N
P
L
A
N
S
O
R
D
E
T
A
I
L
S
.
7
.
B
L
O
C
K
A
L
L
P
A
N
E
L
E
D
G
E
S
.
E
D
G
E
N
A
I
L
S
H
E
A
T
H
I
N
G
A
T
B
L
O
C
K
E
D
E
D
G
E
S
.
M
A
R
K
S
H
E
A
T
H
I
N
G
M
A
T
E
R
I
A
L
E
D
G
E
N
A
I
L
I
N
G
F
I
E
L
D
N
A
I
L
I
N
G
B
O
T
T
O
M
P
L
A
T
E
A
T
T
A
C
H
M
E
N
T
7
1
6
"
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
(
B
L
O
C
K
E
D
)
O
N
E
S
I
D
E
O
F
W
A
L
L
8
d
C
O
M
M
O
N
A
T
6
"
O
.
C
.
8
d
C
O
M
M
O
N
A
T
1
2
"
O
.
C
.
C
O
N
C
R
E
T
E
:
1
2
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
3
6
"
O
.
C
.
C
O
N
C
R
E
T
E
:
5
8
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
4
8
"
O
.
C
.
W
O
O
D
:
1
6
d
S
T
A
G
G
E
R
E
D
A
T
6
"
O
.
C
.
7
1
6
"
A
P
A
R
A
T
E
D
S
H
E
A
T
H
I
N
G
(
B
L
O
C
K
E
D
)
O
N
E
S
I
D
E
O
F
W
A
L
L
8
d
C
O
M
M
O
N
A
T
4
"
O
.
C
.
8
d
C
O
M
M
O
N
A
T
1
2
"
O
.
C
.
C
O
N
C
R
E
T
E
:
1
2
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
2
4
"
O
.
C
.
C
O
N
C
R
E
T
E
:
5
8
"
Ø
A
.
B
.
W
/
1
4
"
x
3
"
x
3
"
P
L
A
T
E
W
A
S
H
E
R
S
A
T
3
2
"
O
.
C
.
W
O
O
D
:
1
6
d
S
T
A
G
G
E
R
E
D
A
T
4
"
O
.
C
.
5
6
.
L
a
y
o
u
t
@
1
6
"
O
.
C
.
Layout @ 16" O.C.
L
C
L C F26E
F2
6
E
F1
6
F6
F2
1
A
F2
1
A
F22F22
F1
9
G
F25G
F1
8
G
F3
G
B
O
X
1
F24G
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
B
P
1
F
1
9
(
7
)
F
1
8
(
6
)
F
2
1
(
5
)
F
8
(
3
)
F
3
(
7
)
F
5
(
4
)
F
4
(
8
)
F
1
2
(
4
)
F
1
1
(
4
)
F
1
0
(
9
)
F15(4)F14(5)
F
9
(
4
)
F
1
3
(
5
)
F
7
(
5
)
66
F
2
1
(
5
)
A
A
A
A
A
A
A
A
A
A
A
A
A
11
11
11
1111
11
11
B
F
7
(
4
)
11
CC
D
3-PLY
3-
P
L
Y
2-
P
L
Y
2-
P
L
Y
2-PLYF1(4)F2(4)
F
1
7
(
3
)
F
2
0
(
9
)
F
1
(
8
)
F
2
(
4
)
F
7
A
(
5
)
F
7
B
(
4
)
F23(18)
10
10
10
4-01-00
5-
0
2
-
0
0
4-
0
1
-
0
0
6
-
0
1
-
0
0
CUSTOMER:VENTURE
B
U
I
L
D
E
R
S
JOB
I
N
F
O
:
CEDAR
P
O
I
N
T
T
R
U
C
K
I
N
G
H
Q
THORNTON,IDAHO DESIGNER:JIM
S
L
O
C
U
M
SALESMAN:
W
I
L
B
A
K
E
PHONE:
(
2
0
8
)
-
8
7
1
-
5
7
9
6
DATE:12-28-2022 TRUSS
L
A
Y
O
U
T
SHIP
T
O
N
U
M
B
E
R
:
228218 JOB
N
U
M
B
E
R
:
228218 1
O
F
1
F L O O R
T R U S S
L A Y O U T
N.
T
.
S
.
G E N E R A L N O T E S READ GENERAL NOTES ON COVER SHEET AND INSTRUCTION SHEET OF TRUSS DRAWING PACKAGE TO FAMILIARIZE YOURSELF WITH TRUSS DRAWINGS PRIOR TO HANDLING AND SETTING TRUSSES.ALL INTERIOR WALLS NOT SHOWN AS BEARING ON THIS LAYOUT MUST HAVE A GAP BETWEEN THE TRUSS & THE WALL GREATER THAN 1/32" PER FOOT OF TRUSS SPAN.THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL INFORMATION SHOWN AND TO NOTIFY INTEFRAME COMPONENT COMPANY IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEARING FOR TRUSSES AS INDICATED ON THIS LAYOUT AND ON THE INDIVIDUAL TRUSS DRAWINGS. REFER TO INDIVIDUAL TRUSS DRAWINGS FOR REQUIRED TRUSS MEMBER PERMANENT BRACING LOCATIONS AND MULTI-PLY TRUSS NAILING SCHEDULES.DO NOT MODIFY TRUSSES WITHOUT APPROVAL FROM INTEFRAME COMPONENTS, LLC.HARDWARE Key
M
o
d
e
l
Q
u
a
n
t
i
t
y
N
a
i
l
s
A
L
U
S
4
1
0
7
3
1
0
d
B
T
H
A
4
2
6
7
1
0
d
C
H
H
U
S
2
6
-
2
2
1
6
d
D
H
G
U
S
2
6
-
3
1
1
6
d
E Hardware
i
s
m
a
n
u
f
a
c
t
u
r
e
d
b
y
S
i
m
p
s
o
n
.
(
U
n
l
e
s
s
noted
o
t
h
e
r
w
i
s
e
)
Note:The
i
n
f
o
r
m
a
t
i
o
n
i
n
t
h
i
s
s
c
h
e
d
u
l
e
i
s
d
e
s
i
g
n
e
d
a
n
d
intended
f
o
r
t
h
e
u
s
e
o
n
l
y
w
i
t
h
t
r
u
s
s
e
s
a
n
d
engineered
w
o
o
d
p
r
o
d
u
c
t
s
s
u
p
p
l
i
e
d
b
y
I
n
t
e
F
r
a
m
e
Components,
L
L
C
.
(
O
t
h
e
r
s
u
p
p
l
i
e
r
s
m
u
s
t
v
e
r
i
f
y
their
o
w
n
d
e
s
i
g
n
s
.
)
K E Y
N O T E S :
BE
A
R
I
N
G
W
A
L
L
.
10
BE
A
M
B
Y
O
T
H
E
R
S
.
11
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
B
U
I
L
D
I
N
G
B
E
Y
O
N
D
2
.
C
O
N
C
R
E
T
E
S
T
E
M
W
A
L
L
,
S
E
E
P
L
A
N
3
.
S
I
D
E
W
A
L
K
,
P
A
V
E
M
E
N
T
,
O
R
F
I
N
I
S
H
G
R
A
D
E
P
E
R
A
R
C
H
4
.
M
I
N
I
M
U
M
F
O
O
T
I
N
G
D
E
P
T
H
,
S
E
E
G
S
N
5
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
6
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
7
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
8
.
#
4
B
E
N
T
D
O
W
E
L
A
T
1
8
"
O
.
C
.
1
0
2
P
R
E
-
E
N
G
I
N
E
E
R
E
D
B
U
I
L
D
I
N
G
A
T
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
C
S
_
M
B
1
0
2
N
O
S
C
A
L
E
3
"
C
L
R
3"
CLR
1
5
6
7
8
3
2
3
4
1
8
"
1
8
"
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
,
S
E
E
P
L
A
N
2
.
A
N
C
H
O
R
B
O
L
T
S
W
/
N
U
T
A
T
B
O
T
T
O
M
3
.
S
I
D
E
W
A
L
K
,
P
A
V
E
M
E
N
T
,
O
R
F
I
N
I
S
H
G
R
A
D
E
P
E
R
A
R
C
H
4
.
M
I
N
I
M
U
M
F
O
O
T
I
N
G
D
E
P
T
H
,
S
E
E
G
S
N
5
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
A
N
D
C
O
N
C
R
E
T
E
S
T
E
M
W
A
L
L
B
E
Y
O
N
D
,
C
O
N
T
R
E
I
N
F
O
R
C
E
M
E
N
T
T
R
O
U
G
H
P
I
E
R
(
N
O
T
S
H
O
W
N
F
O
R
C
L
A
R
I
T
Y
)
6
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
7
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
8
.
C
O
N
C
R
E
T
E
P
I
E
R
W
/
(
6
)
#
5
H
O
O
K
E
D
D
O
W
E
L
S
A
N
D
(
3
)
#
3
T
I
E
S
I
N
T
O
P
5
"
A
N
D
A
T
8
"
O
.
C
.
R
E
M
A
I
N
D
E
R
9
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
1
0
3
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
A
T
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
C
S
_
M
B
1
0
3
N
O
S
C
A
L
E
3
"
C
L
R
3"
CLR
7
6
3
9
3
"
M
I
N
3
1
2
8
5
4
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
,
S
E
E
P
L
A
N
2
.
S
I
D
E
W
A
L
K
,
P
A
V
E
M
E
N
T
,
O
R
F
I
N
I
S
H
G
R
A
D
E
P
E
R
A
R
C
H
3
.
C
O
N
C
R
E
T
E
S
T
E
M
W
A
L
L
B
E
Y
O
N
D
,
C
O
N
T
R
E
I
N
F
O
R
C
E
M
E
N
T
T
R
O
U
G
H
P
I
E
R
(
N
O
T
S
H
O
W
N
F
O
R
C
L
A
R
I
T
Y
)
4
.
M
I
N
I
M
U
M
F
O
O
T
I
N
G
D
E
P
T
H
,
S
E
E
G
S
N
5
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
6
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
7
.
1
8
"
Ø
C
O
N
C
R
E
T
E
P
I
E
R
W
/
(
8
)
#
5
H
O
O
K
E
D
D
O
W
E
L
S
A
N
D
(
3
)
#
3
T
I
E
S
I
N
T
O
P
5
"
A
N
D
A
T
8
"
O
.
C
.
R
E
M
A
I
N
D
E
R
8
.
C
E
N
T
E
R
L
I
N
E
O
F
S
T
E
E
L
C
O
L
U
M
N
&
F
O
O
T
I
N
G
9
.
H
A
I
R
P
I
N
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
1
0
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
1
1
.
A
N
C
H
O
R
B
O
L
T
S
W
/
N
U
T
A
T
B
O
T
T
O
M
1
0
4
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
A
T
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
N
O
S
C
A
L
E
3
"
C
L
R
3"
CLR
5
3
1
0
7
9
2
2
1
8
1
1
4
6
1
0
5
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
A
T
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
C
S
_
M
B
1
1
8
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
,
S
E
E
P
L
A
N
2
.
A
N
C
H
O
R
B
O
L
T
S
W
/
N
U
T
A
T
B
O
T
T
O
M
3
.
S
I
D
E
W
A
L
K
,
P
A
V
E
M
E
N
T
,
O
R
F
I
N
I
S
H
G
R
A
D
E
P
E
R
A
R
C
H
4
.
M
I
N
I
M
U
M
F
O
O
T
I
N
G
D
E
P
T
H
,
S
E
E
G
S
N
5
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
&
C
O
N
C
R
E
T
E
S
T
E
M
W
A
L
L
B
E
Y
O
N
D
C
O
N
T
R
E
I
N
F
O
R
C
I
N
G
T
H
R
O
U
G
H
P
I
E
R
(
N
O
T
S
H
O
W
N
F
O
R
C
L
A
R
I
T
Y
)
6
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
7
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
8
.
C
O
N
C
R
E
T
E
P
I
E
R
W
/
(
6
)
#
5
H
O
O
K
E
D
D
O
W
E
L
S
A
N
D
(
3
)
#
3
T
I
E
S
I
N
T
O
P
5
"
A
N
D
A
T
8
"
O
.
C
.
R
E
M
A
I
N
D
E
R
9
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
1
0
.
H
A
I
R
P
I
N
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
3
"
C
L
R
3"
CLR
3
"
M
I
N
7
6
3
1
0
3
1
2
8
9
4
5
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
B
U
I
L
D
I
N
G
2
.
C
O
N
C
R
E
T
E
S
T
E
M
W
A
L
L
,
S
E
E
P
L
A
N
3
.
S
I
D
E
W
A
L
K
,
P
A
V
E
M
E
N
T
,
O
R
F
I
N
I
S
H
G
R
A
D
E
P
E
R
A
R
C
H
4
.
M
I
N
I
M
U
M
F
O
O
T
I
N
G
D
E
P
T
H
,
S
E
E
G
S
N
5
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
6
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
7
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
1
0
1
P
R
E
-
E
N
G
I
N
E
E
R
E
D
B
U
I
L
D
I
N
G
A
T
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
C
S
_
M
B
1
0
1
N
O
S
C
A
L
E
3
"
C
L
R
3"
CLR
1
5
6
7
3
3
2
4
1
0
6
T
Y
P
I
C
A
L
S
T
E
E
L
C
O
L
U
M
N
A
T
F
O
U
N
D
A
T
I
O
N
N
O
S
C
A
L
E
1
2
3
5
1
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
,
S
E
E
P
L
A
N
2
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
3
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
4
.
C
O
N
C
R
E
T
E
C
L
O
S
U
R
E
P
O
U
R
,
P
O
U
R
A
F
T
E
R
D
E
A
D
L
O
A
D
S
A
R
E
I
N
P
L
A
C
E
5
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
6
.
T
H
I
C
K
E
N
F
O
O
T
I
N
G
A
S
R
E
Q
U
I
R
E
D
F
O
R
A
N
C
H
O
R
B
O
L
T
E
M
B
E
D
M
E
N
T
4
4
P
L
A
N
A
A
3
"
C
L
R
3"
CLR
6
N
O
T
E
:
A
.
T
R
O
W
E
L
T
H
E
T
O
P
O
F
F
O
O
T
I
N
G
S
M
O
O
T
H
A
N
D
P
R
O
V
I
D
E
S
L
I
P
B
A
R
R
I
E
R
B
E
T
W
E
E
N
T
H
E
F
O
O
T
I
N
G
A
N
D
T
H
E
S
L
A
B
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
,
S
E
E
P
L
A
N
2
.
A
N
C
H
O
R
B
O
L
T
S
W
/
N
U
T
A
T
B
O
T
T
O
M
3
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
4
.
C
O
N
C
R
E
T
E
P
I
E
R
W
/
(
6
)
#
5
H
O
O
K
E
D
D
O
W
E
L
S
A
N
D
(
3
)
#
3
T
I
E
S
I
N
T
O
P
5
"
A
N
D
A
T
8
"
O
.
C
.
R
E
M
A
I
N
D
E
R
5
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
A
N
D
C
O
N
C
R
E
T
E
S
T
E
M
W
A
L
L
B
E
Y
O
N
D
,
C
O
N
T
R
E
I
N
F
O
R
C
E
M
E
N
T
T
R
O
U
G
H
P
I
E
R
(
N
O
T
S
H
O
W
N
F
O
R
C
L
A
R
I
T
Y
)
6
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
7
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
1
0
7
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
A
T
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
N
O
S
C
A
L
E
3
"
C
L
R
3"
CLR
7
6
3
3
"
M
I
N
1
2
4
5
N
O
T
E
:
A
.
T
R
O
W
E
L
T
H
E
T
O
P
O
F
F
O
O
T
I
N
G
S
M
O
O
T
H
A
N
D
P
R
O
V
I
D
E
S
L
I
P
B
A
R
R
I
E
R
B
E
T
W
E
E
N
T
H
E
F
O
O
T
I
N
G
A
N
D
T
H
E
S
L
A
B
3
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
B
U
I
L
D
I
N
G
2
.
C
O
N
C
R
E
T
E
S
T
E
M
W
A
L
L
,
S
E
E
P
L
A
N
3
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
4
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
5
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
108PRE-ENGINEERED BUILDING AT CON
C
R
E
T
E
F
O
O
T
I
N
G
N
O
S
C
A
L
E
3
"
C
L
R
3"
CLR
1
54
3
2
3
K
E
Y
N
O
T
E
S
:
1
.
P
R
E
-
E
N
G
I
N
E
E
R
E
D
C
O
L
U
M
N
,
S
E
E
P
L
A
N
2
.
A
N
C
H
O
R
B
O
L
T
S
W
/
N
U
T
A
T
B
O
T
T
O
M
3
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
4
.
M
I
N
I
M
U
M
F
O
O
T
I
N
G
D
E
P
T
H
,
S
E
E
G
S
N
5
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
6
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
7
.
1
2
"
x
1
7
"
C
O
N
C
R
E
T
E
P
I
E
R
W
/
(
8
)
#
5
H
O
O
K
E
D
D
O
W
E
L
S
A
N
D
(
3
)
#
3
T
I
E
S
I
N
T
O
P
5
"
A
N
D
A
T
8
"
O
.
C
.
R
E
M
A
I
N
D
E
R
109PRE-ENGINEERED COLUMN AT CONC
R
E
T
E
F
O
O
T
I
N
G
N
O
S
C
A
L
E
3
"
C
L
R
3"
CLR
5
6 7
1
2
4
3
3
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
C
O
N
T
2
x
P
T
S
O
L
E
P
L
A
T
E
W
/
5
"
L
O
N
G
T
I
T
E
N
H
D
,
D
I
A
M
E
T
E
R
A
N
D
S
P
A
C
I
N
G
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
3
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
4
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
5
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
6
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
3
"
C
L
R
3"
CLR
7
6
5 1243110WOOD STUD WALL AT FOUNDATION
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
C
O
N
T
2
x
P
T
S
O
L
E
P
L
A
T
E
W
/
O
.
1
4
5
"
Ø
M
I
N
S
H
O
T
P
I
N
A
T
3
2
"
O
.
C
.
3
.
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
,
S
E
E
P
L
A
N
4
.
C
O
N
C
R
E
T
E
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
5
.
C
O
M
P
A
C
T
E
D
S
U
B
-
G
R
A
D
E
B
E
L
O
W
F
O
O
T
I
N
G
,
S
E
E
P
L
A
N
3
"
C
L
R
3"
CLR
5 1243111WOOD STUD WALL AT FOUNDATIONCW_S108
N
O
S
C
A
L
E
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
11/14/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
3
.
0
1
1
/
1
4
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FOUNDATION DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
F
U
L
L
-
H
E
I
G
H
T
B
L
O
C
K
I
N
G
W
/
A
3
5
C
L
I
P
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
7
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
,
A
T
T
A
C
H
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
2
0
1
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
1
3
2
5
6
4
7
8
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
C
O
N
T
2
x
8
R
I
B
B
O
N
B
O
A
R
D
T
O
R
E
C
E
I
V
E
E
D
G
E
N
A
I
L
I
N
G
6
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
8
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
2
0
2
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
1
2
3
4
7
5
8
6
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
,
S
E
E
P
L
A
N
2
.
S
I
M
P
S
O
N
H
2
A
C
L
I
P
A
T
E
A
C
H
S
T
U
D
3
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
S
T
U
D
4
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
5
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
6
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
C
O
N
T
2
x
6
L
E
D
G
E
W
/
(
2
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
S
T
U
D
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
2
x
6
B
L
O
C
K
I
N
G
A
T
1
2
"
O
.
C
.
1
0
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
1
1
.
(
5
)
1
0
d
N
A
I
L
S
I
N
T
O
B
L
O
C
K
I
N
G
2
0
3
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
1
3
4
6
5
8
7
9
1
0
2
1
1
2
0
4
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
B
E
A
M
W
W
_
F
T
2
2
1
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
2
.
W
O
O
D
B
E
A
M
,
S
E
E
P
L
A
N
3
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
5
.
C
O
N
T
S
O
L
I
D
B
L
O
C
K
I
N
G
A
S
R
E
Q
U
I
R
E
D
1
3
2
1
4
5
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
2
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
3
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
6
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
,
A
T
T
A
C
H
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
2
0
5
W
O
O
D
J
O
I
S
T
A
T
S
T
E
E
L
B
E
A
M
N
O
S
C
A
L
E
1
4
5
6
7
2
3
2
0
6
W
O
O
D
J
O
I
S
T
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
2
.
(
2
)
2
x
6
C
O
N
T
L
E
D
G
E
R
W
/
(
2
)
6
"
L
O
N
G
S
I
M
P
S
O
N
S
D
W
S
S
C
R
E
W
S
3
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
6
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
7
.
S
I
M
P
S
O
N
H
2
A
C
L
I
P
A
T
E
V
E
R
Y
S
T
U
D
8
.
G
I
R
D
E
R
T
R
U
S
S
,
S
E
E
P
L
A
N
9
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
1
3
4
6
5
2
5
3
4
9
9
7
8
K
E
Y
N
O
T
E
S
:
1
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
2
.
S
T
E
E
L
B
E
A
M
S
H
E
A
R
P
L
A
T
E
,
S
E
E
T
Y
P
I
C
A
L
S
H
E
A
R
P
L
A
T
E
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
1
1
2
2
0
7
S
T
E
E
L
B
E
A
M
A
T
S
T
E
E
L
B
E
A
M
N
O
S
C
A
L
E
N
O
T
E
S
:
A
.
S
E
E
C
O
R
R
E
S
P
O
N
D
I
N
G
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
2
0
8
S
T
E
E
L
B
E
A
M
A
T
W
O
O
D
P
O
S
T
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
2
.
W
O
O
D
P
O
S
T
,
S
E
E
P
L
A
N
3
.
(
6
)
1
4
"
Ø
x
6
"
L
O
N
G
S
D
S
S
C
R
E
W
S
4
.
1
4
"
T
H
I
C
K
W
E
B
S
T
I
F
F
E
N
E
R
E
A
C
H
S
I
D
E
O
F
S
T
E
E
L
B
E
A
M
N
O
T
E
S
:
A
.
S
E
E
C
O
R
R
E
S
P
O
N
D
I
N
G
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
1
2
3
4
3
/
1
6
3
/
1
6
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
F
U
L
L
-
H
E
I
G
H
T
B
L
O
C
K
I
N
G
W
/
A
3
5
C
L
I
P
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
7
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
209WOOD TRUSS AT WOOD STUD WALLWW_FT218
N
O
S
C
A
L
E
132
5
6
4
7
8
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
5
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
6
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
210WOOD TRUSS AT WOOD STUD WALL
N
O
S
C
A
L
E
132
4
5
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
,
S
E
E
P
L
A
N
2
.
2
x
B
L
O
C
K
I
N
G
A
T
2
4
"
O
.
C
.
3
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
4
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
5
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
6
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
C
O
N
T
R
I
M
J
O
I
S
T
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
N
O
N
-
S
T
R
U
C
T
U
R
A
L
W
A
L
L
A
S
O
C
C
U
R
S
1
0
.
(
4
)
1
0
d
N
A
I
L
S
I
N
T
O
E
A
C
H
B
L
O
C
K
1
1
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
212WOOD JOIST AT WOOD STUD WALL
N
O
S
C
A
L
E
1
3
4
65
8
7 911210
N
O
T
E
S
:
A
.
N
O
W
A
L
L
S
H
E
A
T
H
I
N
G
S
P
L
I
C
E
B
E
T
W
E
E
N
R
I
M
B
O
A
R
D
A
N
D
T
O
P
P
L
A
T
E
,
I
F
S
H
E
A
T
H
I
N
G
B
R
E
A
K
S
P
R
O
V
I
D
E
A
3
5
C
L
I
P
A
T
E
A
C
H
J
O
I
S
T
213WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.CONT 2x LEDGER W/ (4) 16d NAILS AT EACHSTUD3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.(4) 10d NAILS INTO EACH BLOCK8.2x BLOCKING AT 24" O.C.1 3 4652
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
,
S
E
E
P
L
A
N
2
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
3
.
N
O
N
-
S
T
R
U
C
T
U
R
A
L
W
A
L
L
A
S
O
C
C
U
R
S
4
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
211WOOD JOIST AT WOOD BEAM
N
O
S
C
A
L
E
1 342 78214WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN10.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL11.CONT 2x8 RIBBON BOARD TO RECEIVEEDGE NAILING9105 611134 6 5287215WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ HANGER, SEE PLAN10.WOOD BEAM, SEE PLAN6134 6 5287910KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.STEEL BEAM, SEE PLAN3.NON-STRUCTURAL WALL AS OCCURS4.FLOOR SHEATHING, SEE PLAN216WOOD JOIST AT STEEL BEAMNO SCALE 1 392
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
12/13/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
4
.
0
1
2
/
1
3
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FLOOR FRAMING DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
F
U
L
L
-
H
E
I
G
H
T
B
L
O
C
K
I
N
G
W
/
A
3
5
C
L
I
P
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
7
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
,
A
T
T
A
C
H
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
2
0
1
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
1
3
2
5
6
4
7
8
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
C
O
N
T
2
x
8
R
I
B
B
O
N
B
O
A
R
D
T
O
R
E
C
E
I
V
E
E
D
G
E
N
A
I
L
I
N
G
6
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
8
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
2
0
2
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
1
2
3
4
7
5
8
6
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
,
S
E
E
P
L
A
N
2
.
S
I
M
P
S
O
N
H
2
A
C
L
I
P
A
T
E
A
C
H
S
T
U
D
3
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
S
T
U
D
4
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
5
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
6
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
C
O
N
T
2
x
6
L
E
D
G
E
W
/
(
2
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
S
T
U
D
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
2
x
6
B
L
O
C
K
I
N
G
A
T
1
2
"
O
.
C
.
1
0
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
1
1
.
(
5
)
1
0
d
N
A
I
L
S
I
N
T
O
B
L
O
C
K
I
N
G
2
0
3
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
1
3
4
6
5
8
7
9
1
0
2
1
1
2
0
4
W
O
O
D
T
R
U
S
S
A
T
W
O
O
D
B
E
A
M
W
W
_
F
T
2
2
1
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
2
.
W
O
O
D
B
E
A
M
,
S
E
E
P
L
A
N
3
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
5
.
C
O
N
T
S
O
L
I
D
B
L
O
C
K
I
N
G
A
S
R
E
Q
U
I
R
E
D
1
3
2
1
4
5
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
2
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
3
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
6
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
,
A
T
T
A
C
H
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
2
0
5
W
O
O
D
J
O
I
S
T
A
T
S
T
E
E
L
B
E
A
M
N
O
S
C
A
L
E
1
4
5
6
7
2
3
2
0
6
W
O
O
D
J
O
I
S
T
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
2
.
(
2
)
2
x
6
C
O
N
T
L
E
D
G
E
R
W
/
(
2
)
6
"
L
O
N
G
S
I
M
P
S
O
N
S
D
W
S
S
C
R
E
W
S
3
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
6
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
7
.
S
I
M
P
S
O
N
H
2
A
C
L
I
P
A
T
E
V
E
R
Y
S
T
U
D
8
.
G
I
R
D
E
R
T
R
U
S
S
,
S
E
E
P
L
A
N
9
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
1
3
4
6
5
2
5
3
4
9
9
7
8
K
E
Y
N
O
T
E
S
:
1
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
2
.
S
T
E
E
L
B
E
A
M
S
H
E
A
R
P
L
A
T
E
,
S
E
E
T
Y
P
I
C
A
L
S
H
E
A
R
P
L
A
T
E
C
O
N
N
E
C
T
I
O
N
D
E
T
A
I
L
1
1
2
2
0
7
S
T
E
E
L
B
E
A
M
A
T
S
T
E
E
L
B
E
A
M
N
O
S
C
A
L
E
N
O
T
E
S
:
A
.
S
E
E
C
O
R
R
E
S
P
O
N
D
I
N
G
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
2
0
8
S
T
E
E
L
B
E
A
M
A
T
W
O
O
D
P
O
S
T
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
2
.
W
O
O
D
P
O
S
T
,
S
E
E
P
L
A
N
3
.
(
6
)
1
4
"
Ø
x
6
"
L
O
N
G
S
D
S
S
C
R
E
W
S
4
.
1
4
"
T
H
I
C
K
W
E
B
S
T
I
F
F
E
N
E
R
E
A
C
H
S
I
D
E
O
F
S
T
E
E
L
B
E
A
M
N
O
T
E
S
:
A
.
S
E
E
C
O
R
R
E
S
P
O
N
D
I
N
G
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
1
2
3
4
3
/
1
6
3
/
1
6
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
F
U
L
L
-
H
E
I
G
H
T
B
L
O
C
K
I
N
G
W
/
A
3
5
C
L
I
P
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
7
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
209WOOD TRUSS AT WOOD STUD WALLWW_FT218
N
O
S
C
A
L
E
132
5
64
7
8
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
(
2
)
1
6
d
N
A
I
L
S
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
5
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
6
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
210WOOD TRUSS AT WOOD STUD WALL
N
O
S
C
A
L
E
132
4
5
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
,
S
E
E
P
L
A
N
2
.
2
x
B
L
O
C
K
I
N
G
A
T
2
4
"
O
.
C
.
3
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
4
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
5
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
6
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
7
.
C
O
N
T
R
I
M
J
O
I
S
T
8
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
9
.
N
O
N
-
S
T
R
U
C
T
U
R
A
L
W
A
L
L
A
S
O
C
C
U
R
S
1
0
.
(
4
)
1
0
d
N
A
I
L
S
I
N
T
O
E
A
C
H
B
L
O
C
K
1
1
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
212WOOD JOIST AT WOOD STUD WALL
N
O
S
C
A
L
E
1
3
4
65
8
7 911210
N
O
T
E
S
:
A
.
N
O
W
A
L
L
S
H
E
A
T
H
I
N
G
S
P
L
I
C
E
B
E
T
W
E
E
N
R
I
M
B
O
A
R
D
A
N
D
T
O
P
P
L
A
T
E
,
I
F
S
H
E
A
T
H
I
N
G
B
R
E
A
K
S
P
R
O
V
I
D
E
A
3
5
C
L
I
P
A
T
E
A
C
H
J
O
I
S
T
213WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.CONT 2x LEDGER W/ (4) 16d NAILS AT EACHSTUD3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.(4) 10d NAILS INTO EACH BLOCK8.2x BLOCKING AT 24" O.C.1 3 4652
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
J
O
I
S
T
,
S
E
E
P
L
A
N
2
.
S
T
E
E
L
B
E
A
M
,
S
E
E
P
L
A
N
3
.
N
O
N
-
S
T
R
U
C
T
U
R
A
L
W
A
L
L
A
S
O
C
C
U
R
S
4
.
F
L
O
O
R
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
211WOOD JOIST AT WOOD BEAM
N
O
S
C
A
L
E
1 342 78214WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN10.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL11.CONT 2x8 RIBBON BOARD TO RECEIVEEDGE NAILING9105 611134 6 5287215WOOD JOIST AT WOOD STUD WALLNO SCALE KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.(2) 2x6 CONT LEDGER W/ (2) 6" LONGSIMPSON SDWS SCREWS3.FLOOR SHEATHING, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.WOOD STUD WALL, SEE PLAN6.BOUNDARY NAILING, SEE PLAN7.SIMPSON H2A CLIP AT EVERY STUD8.EDGE NAILING, SEE SHEARWALLSCHEDULE9.WOOD TRUSS W/ HANGER, SEE PLAN10.WOOD BEAM, SEE PLAN6134 6 5287910KEYNOTES:1.WOOD JOIST W/ HANGER, SEE PLAN2.STEEL BEAM, SEE PLAN3.NON-STRUCTURAL WALL AS OCCURS4.FLOOR SHEATHING, SEE PLAN216WOOD JOIST AT STEEL BEAMNO SCALE 1 392
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
11/14/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
4
.
0
1
1
/
1
4
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FLOOR FRAMING DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
3
0
1
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
C
L
I
P
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
,
W
/
(
4
)
1
6
d
N
A
I
L
S
7
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
8
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
9
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
(
2
"
W
I
D
E
R
T
H
A
N
P
A
R
A
P
E
T
S
T
U
D
)
1
0
.
W
O
O
D
T
R
U
S
S
W
/
I
N
T
E
G
R
A
L
P
A
R
A
P
E
T
W
A
L
L
F
R
A
M
I
N
G
A
T
2
4
"
O
.
C
.
1
1
.
P
R
O
V
I
D
E
2
x
B
L
O
C
K
I
N
G
A
T
P
A
N
E
L
E
D
G
E
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
N
O
T
E
:
A
.
S
L
O
P
E
,
W
A
T
E
R
P
R
O
O
F
A
N
D
D
R
A
I
N
P
E
R
A
R
C
H
B
.
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
S
H
A
L
L
D
E
S
I
G
N
P
A
R
A
P
E
T
F
O
R
A
W
I
N
D
L
O
A
D
O
F
3
8
P
S
F
(
A
S
D
)
W
/
M
A
X
I
M
U
M
D
E
F
L
E
C
T
I
O
N
O
F
2
L
/
2
4
0
C
.
I
N
A
D
D
I
T
I
O
N
T
O
T
Y
P
I
C
A
L
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
F
O
R
C
E
S
,
T
O
P
A
N
D
B
O
T
T
O
M
C
H
O
R
D
T
O
P
A
R
A
P
E
T
S
T
U
D
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
F
O
R
T
H
E
F
O
R
C
E
S
G
E
N
E
R
A
T
E
D
B
Y
T
H
E
P
A
R
A
P
E
T
W
I
N
D
L
O
A
D
S
1
2
3
5
4
8
7
4
5
9
6
1
0
2'-6"
MAX
4
5
5
1
1
5
2
5
2
1
3
9
3
3
5
4
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
C
O
N
T
T
R
I
P
L
E
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
4
.
2
x
8
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
J
O
I
S
T
5
.
W
O
O
D
T
R
U
S
S
,
S
E
E
P
L
A
N
6
.
2
x
6
B
L
O
C
K
A
T
E
A
C
H
S
T
U
D
W
/
(
4
)
8
d
N
A
I
L
S
7
.
(
4
)
1
6
d
N
A
I
L
S
8
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
9
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
1
0
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
1
1
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
1
2
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
W
/
1
6
d
N
A
I
L
S
A
T
4
"
O
.
C
.
1
3
.
2
x
6
W
A
L
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
1
4
.
2
x
6
K
I
C
K
E
R
B
R
A
C
E
A
T
3
2
"
O
.
C
.
W
/
(
5
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
1
5
.
I
F
K
I
C
K
E
R
B
R
A
C
E
E
X
C
E
E
D
S
6
'
-
0
"
P
R
O
V
I
D
E
P
E
R
P
E
N
D
I
C
U
L
A
R
S
T
U
D
B
R
A
C
E
W
/
(
2
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
K
I
C
K
E
R
1
6
.
2
x
B
L
O
C
K
A
T
E
A
C
H
K
I
C
K
E
R
W
/
(
4
)
8
d
N
A
I
L
S
3
0
2
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
6
1
1
2'-6"
MAX
1
0
7
1
2
8
3
3
3
1
5
1
1
4
1
6
1
1
3
0
3
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
C
L
I
P
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
,
W
/
(
4
)
1
6
d
N
A
I
L
S
7
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
8
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
9
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
(
2
"
W
I
D
E
R
T
H
A
N
P
A
R
A
P
E
T
S
T
U
D
)
1
0
.
W
O
O
D
T
R
U
S
S
W
/
I
N
T
E
G
R
A
L
P
A
R
A
P
E
T
W
A
L
L
F
R
A
M
I
N
G
A
T
2
4
"
O
.
C
.
1
1
.
P
R
O
V
I
D
E
2
x
B
L
O
C
K
I
N
G
A
T
P
A
N
E
L
E
D
G
E
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
1
2
.
R
O
O
F
P
U
R
L
I
N
,
B
Y
O
T
H
E
R
S
1
3
.
M
E
T
A
L
P
A
N
E
L
,
B
Y
O
T
H
E
R
S
1
4
.
A
3
5
C
L
I
P
A
T
2
4
"
O
.
C
.
E
A
C
H
S
I
D
E
.
T
I
G
H
T
T
O
T
O
P
F
L
A
N
G
E
.
F
A
S
T
E
N
T
O
T
H
E
W
O
O
D
B
L
O
C
K
W
/
#
6
x
1
1
2
"
L
O
N
G
S
C
R
E
W
S
1
5
.
S
T
E
E
L
B
E
A
M
,
B
Y
O
T
H
E
R
S
1
6
.
S
O
L
I
D
W
O
O
D
B
L
O
C
K
T
I
G
H
T
B
E
T
W
E
E
N
R
O
O
F
P
U
R
L
I
N
S
1
7
.
B
O
T
T
O
M
P
L
A
T
E
W
/
(
2
)
#
1
0
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
A
N
D
(
2
)
#
1
0
S
M
S
I
N
T
O
R
O
O
F
P
U
R
L
I
N
N
O
T
E
:
A
.
S
L
O
P
E
,
W
A
T
E
R
P
R
O
O
F
A
N
D
D
R
A
I
N
P
E
R
A
R
C
H
B
.
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
S
H
A
L
L
D
E
S
I
G
N
P
A
R
A
P
E
T
F
O
R
A
W
I
N
D
L
O
A
D
O
F
3
8
P
S
F
(
A
S
D
)
W
/
M
A
X
I
M
U
M
D
E
F
L
E
C
T
I
O
N
O
F
2
L
/
2
4
0
C
.
I
N
A
D
D
I
T
I
O
N
T
O
T
Y
P
I
C
A
L
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
F
O
R
C
E
S
,
T
O
P
A
N
D
B
O
T
T
O
M
C
H
O
R
D
T
O
P
A
R
A
P
E
T
S
T
U
D
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
F
O
R
T
H
E
F
O
R
C
E
S
G
E
N
E
R
A
T
E
D
B
Y
T
H
E
P
A
R
A
P
E
T
W
I
N
D
L
O
A
D
S
1
2
3
5
4
8
7
4
5
9
6
1
0
2'-6"
MAX
4
5
5
1
1
5
2
5
2
1
3
9
3
3
5
4
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
C
O
N
T
T
R
I
P
L
E
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
4
.
2
x
8
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
J
O
I
S
T
5
.
W
O
O
D
T
R
U
S
S
,
S
E
E
P
L
A
N
6
.
2
x
6
B
L
O
C
K
A
T
E
A
C
H
S
T
U
D
W
/
(
4
)
8
d
N
A
I
L
S
7
.
(
4
)
1
6
d
N
A
I
L
S
8
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
9
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
1
0
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
1
1
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
1
2
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
W
/
1
6
d
N
A
I
L
S
A
T
4
"
O
.
C
.
1
3
.
2
x
6
W
A
L
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
1
4
.
2
x
6
K
I
C
K
E
R
B
R
A
C
E
A
T
3
2
"
O
.
C
.
W
/
(
5
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
1
5
.
I
F
K
I
C
K
E
R
B
R
A
C
E
E
X
C
E
E
D
S
6
'
-
0
"
P
R
O
V
I
D
E
P
E
R
P
E
N
D
I
C
U
L
A
R
S
T
U
D
B
R
A
C
E
W
/
(
2
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
K
I
C
K
E
R
1
6
.
2
x
B
L
O
C
K
A
T
E
A
C
H
K
I
C
K
E
R
W
/
(
4
)
8
d
N
A
I
L
S
1
7
.
8
0
0
S
1
5
0
-
5
4
L
E
D
G
E
R
W
/
(
3
)
#
1
0
S
M
S
A
T
E
A
C
H
S
T
U
D
1
8
.
M
E
T
A
L
P
A
N
E
L
,
B
Y
O
T
H
E
R
S
1
9
.
R
O
O
F
P
U
R
L
I
N
,
B
Y
O
T
H
E
R
S
2
0
.
2
x
B
L
O
C
K
A
T
E
A
C
H
K
I
C
K
E
R
W
/
(
4
)
8
d
N
A
I
L
S
3
0
2
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
6
1
1
2'-6"
MAX
1
0
7
1
2
8
3
3
3
1
5
1
1
4
1
6
1
1
5
1
3
1
2
1
5
1
6
1
7
1
4
1
8
1
9
2
0
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
2
.
W
O
O
D
J
O
I
S
T
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
3
.
C
O
N
T
2
x
8
W
/
(
2
)
#
1
0
S
W
C
R
E
W
S
A
T
1
2
"
O
.
C
.
4
.
S
I
M
P
S
O
N
D
T
T
1
Z
T
E
N
S
I
O
N
T
I
E
S
W
/
3
8
"
Ø
R
O
D
B
E
T
W
E
E
N
A
T
4
8
"
O
.
C
.
5
.
S
O
L
I
D
B
L
O
C
K
I
N
G
I
N
R
O
O
F
P
U
R
L
I
N
6
.
R
O
O
F
P
U
R
L
I
N
,
B
Y
O
T
H
E
R
S
7
.
M
E
T
A
L
P
A
N
E
L
,
B
Y
O
T
H
E
R
S
8
.
2
X
B
L
O
C
K
A
T
4
8
"
O
.
C
.
B
E
T
W
E
E
N
R
O
O
F
P
U
R
L
I
N
S
T
O
R
E
C
E
I
V
E
T
E
N
S
I
O
N
T
I
E
9
.
S
T
E
E
L
B
E
A
M
,
B
Y
O
T
H
E
R
S
1
0
.
S
T
E
E
L
C
O
L
U
M
N
,
B
Y
O
T
H
E
R
S
1
1
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
1
2
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
1
3
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
1
4
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
1
5
.
S
I
M
P
S
O
N
H
2
A
C
L
I
P
A
T
E
A
C
H
J
O
I
S
T
1
6
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
1
7
.
2
X
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
J
O
I
S
T
305WOOD JOIST AT WOOD STUD WALL
N
O
S
C
A
L
E
1
1
1
2
1
0
9 8 7
8
6
3
5
4
1
3
1
2
1
4
1
6
1
7
1
5
1
6
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
12/13/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
5
.
0
1
2
/
1
3
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
ROOF FRAMING DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
3
0
1
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
C
L
I
P
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
,
W
/
(
4
)
1
6
d
N
A
I
L
S
7
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
8
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
9
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
(
2
"
W
I
D
E
R
T
H
A
N
P
A
R
A
P
E
T
S
T
U
D
)
1
0
.
W
O
O
D
T
R
U
S
S
W
/
I
N
T
E
G
R
A
L
P
A
R
A
P
E
T
W
A
L
L
F
R
A
M
I
N
G
A
T
2
4
"
O
.
C
.
1
1
.
P
R
O
V
I
D
E
2
x
B
L
O
C
K
I
N
G
A
T
P
A
N
E
L
E
D
G
E
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
N
O
T
E
:
A
.
S
L
O
P
E
,
W
A
T
E
R
P
R
O
O
F
A
N
D
D
R
A
I
N
P
E
R
A
R
C
H
B
.
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
S
H
A
L
L
D
E
S
I
G
N
P
A
R
A
P
E
T
F
O
R
A
W
I
N
D
L
O
A
D
O
F
3
8
P
S
F
(
A
S
D
)
W
/
M
A
X
I
M
U
M
D
E
F
L
E
C
T
I
O
N
O
F
2
L
/
2
4
0
C
.
I
N
A
D
D
I
T
I
O
N
T
O
T
Y
P
I
C
A
L
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
F
O
R
C
E
S
,
T
O
P
A
N
D
B
O
T
T
O
M
C
H
O
R
D
T
O
P
A
R
A
P
E
T
S
T
U
D
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
F
O
R
T
H
E
F
O
R
C
E
S
G
E
N
E
R
A
T
E
D
B
Y
T
H
E
P
A
R
A
P
E
T
W
I
N
D
L
O
A
D
S
1
2
3
5
4
8
7
4
5
9
6
1
0
2'-6"
MAX
4
5
5
1
1
5
2
5
2
1
3
9
3
3
5
4
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
C
O
N
T
T
R
I
P
L
E
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
4
.
2
x
8
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
J
O
I
S
T
5
.
W
O
O
D
T
R
U
S
S
,
S
E
E
P
L
A
N
6
.
2
x
6
B
L
O
C
K
A
T
E
A
C
H
S
T
U
D
W
/
(
4
)
8
d
N
A
I
L
S
7
.
(
4
)
1
6
d
N
A
I
L
S
8
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
9
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
1
0
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
1
1
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
1
2
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
W
/
1
6
d
N
A
I
L
S
A
T
4
"
O
.
C
.
1
3
.
2
x
6
W
A
L
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
1
4
.
2
x
6
K
I
C
K
E
R
B
R
A
C
E
A
T
3
2
"
O
.
C
.
W
/
(
5
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
1
5
.
I
F
K
I
C
K
E
R
B
R
A
C
E
E
X
C
E
E
D
S
6
'
-
0
"
P
R
O
V
I
D
E
P
E
R
P
E
N
D
I
C
U
L
A
R
S
T
U
D
B
R
A
C
E
W
/
(
2
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
K
I
C
K
E
R
1
6
.
2
x
B
L
O
C
K
A
T
E
A
C
H
K
I
C
K
E
R
W
/
(
4
)
8
d
N
A
I
L
S
3
0
2
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
6
1
1
2'-6"
MAX
1
0
7
1
2
8
3
3
3
1
5
1
1
4
1
6
1
1
3
0
3
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
T
R
U
S
S
W
/
C
L
I
P
,
S
E
E
P
L
A
N
2
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
4
.
W
A
L
L
S
H
E
A
T
H
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
5
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
6
.
2
x
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
,
W
/
(
4
)
1
6
d
N
A
I
L
S
7
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
8
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
9
.
2
x
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
T
R
U
S
S
(
2
"
W
I
D
E
R
T
H
A
N
P
A
R
A
P
E
T
S
T
U
D
)
1
0
.
W
O
O
D
T
R
U
S
S
W
/
I
N
T
E
G
R
A
L
P
A
R
A
P
E
T
W
A
L
L
F
R
A
M
I
N
G
A
T
2
4
"
O
.
C
.
1
1
.
P
R
O
V
I
D
E
2
x
B
L
O
C
K
I
N
G
A
T
P
A
N
E
L
E
D
G
E
P
E
R
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
1
2
.
R
O
O
F
P
U
R
L
I
N
,
B
Y
O
T
H
E
R
S
1
3
.
M
E
T
A
L
P
A
N
E
L
,
B
Y
O
T
H
E
R
S
1
4
.
A
3
5
C
L
I
P
A
T
2
4
"
O
.
C
.
E
A
C
H
S
I
D
E
.
T
I
G
H
T
T
O
T
O
P
F
L
A
N
G
E
.
F
A
S
T
E
N
T
O
T
H
E
W
O
O
D
B
L
O
C
K
W
/
#
6
x
1
1
2
"
L
O
N
G
S
C
R
E
W
S
1
5
.
S
T
E
E
L
B
E
A
M
,
B
Y
O
T
H
E
R
S
1
6
.
S
O
L
I
D
W
O
O
D
B
L
O
C
K
T
I
G
H
T
B
E
T
W
E
E
N
R
O
O
F
P
U
R
L
I
N
S
1
7
.
B
O
T
T
O
M
P
L
A
T
E
W
/
(
2
)
#
1
0
S
C
R
E
W
S
A
T
1
2
"
O
.
C
.
A
N
D
(
2
)
#
1
0
S
M
S
I
N
T
O
R
O
O
F
P
U
R
L
I
N
N
O
T
E
:
A
.
S
L
O
P
E
,
W
A
T
E
R
P
R
O
O
F
A
N
D
D
R
A
I
N
P
E
R
A
R
C
H
B
.
T
R
U
S
S
M
A
N
U
F
A
C
T
U
R
E
R
S
H
A
L
L
D
E
S
I
G
N
P
A
R
A
P
E
T
F
O
R
A
W
I
N
D
L
O
A
D
O
F
3
8
P
S
F
(
A
S
D
)
W
/
M
A
X
I
M
U
M
D
E
F
L
E
C
T
I
O
N
O
F
2
L
/
2
4
0
C
.
I
N
A
D
D
I
T
I
O
N
T
O
T
Y
P
I
C
A
L
T
R
U
S
S
C
O
N
N
E
C
T
I
O
N
F
O
R
C
E
S
,
T
O
P
A
N
D
B
O
T
T
O
M
C
H
O
R
D
T
O
P
A
R
A
P
E
T
S
T
U
D
C
O
N
N
E
C
T
I
O
N
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
F
O
R
T
H
E
F
O
R
C
E
S
G
E
N
E
R
A
T
E
D
B
Y
T
H
E
P
A
R
A
P
E
T
W
I
N
D
L
O
A
D
S
1
2
3
5
4
8
7
4
5
9
6
1
0
2'-6"
MAX
4
5
5
1
1
5
2
5
2
1
3
9
3
3
5
4
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
2
.
C
O
N
T
T
R
I
P
L
E
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
3
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
4
.
2
x
8
B
L
O
C
K
I
N
G
B
E
T
W
E
E
N
E
A
C
H
J
O
I
S
T
5
.
W
O
O
D
T
R
U
S
S
,
S
E
E
P
L
A
N
6
.
2
x
6
B
L
O
C
K
A
T
E
A
C
H
S
T
U
D
W
/
(
4
)
8
d
N
A
I
L
S
7
.
(
4
)
1
6
d
N
A
I
L
S
8
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
9
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
1
0
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
1
1
.
R
O
O
F
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
1
2
.
C
O
N
T
2
x
B
O
T
T
O
M
P
L
A
T
E
W
/
1
6
d
N
A
I
L
S
A
T
4
"
O
.
C
.
1
3
.
2
x
6
W
A
L
L
S
T
U
D
S
A
T
1
6
"
O
.
C
.
1
4
.
2
x
6
K
I
C
K
E
R
B
R
A
C
E
A
T
3
2
"
O
.
C
.
W
/
(
5
)
1
6
d
N
A
I
L
S
E
A
C
H
E
N
D
1
5
.
I
F
K
I
C
K
E
R
B
R
A
C
E
E
X
C
E
E
D
S
6
'
-
0
"
P
R
O
V
I
D
E
P
E
R
P
E
N
D
I
C
U
L
A
R
S
T
U
D
B
R
A
C
E
W
/
(
2
)
1
6
d
N
A
I
L
S
A
T
E
A
C
H
K
I
C
K
E
R
1
6
.
2
x
B
L
O
C
K
A
T
E
A
C
H
K
I
C
K
E
R
W
/
(
4
)
8
d
N
A
I
L
S
1
7
.
8
0
0
S
1
5
0
-
5
4
L
E
D
G
E
R
W
/
(
3
)
#
1
0
S
M
S
A
T
E
A
C
H
S
T
U
D
1
8
.
M
E
T
A
L
P
A
N
E
L
,
B
Y
O
T
H
E
R
S
1
9
.
R
O
O
F
P
U
R
L
I
N
,
B
Y
O
T
H
E
R
S
2
0
.
2
x
B
L
O
C
K
A
T
E
A
C
H
K
I
C
K
E
R
W
/
(
4
)
8
d
N
A
I
L
S
3
0
2
P
R
E
F
A
B
T
R
U
S
S
A
T
W
O
O
D
S
T
U
D
W
A
L
L
N
O
S
C
A
L
E
6
1
1
2'-6"
MAX
1
0
7
1
2
8
3
3
3
1
5
1
1
4
1
6
1
1
5
1
3
1
2
1
5
1
6
1
7
1
4
1
8
1
9
2
0
K
E
Y
N
O
T
E
S
:
1
.
W
O
O
D
S
H
E
A
T
H
I
N
G
,
S
E
E
P
L
A
N
2
.
W
O
O
D
J
O
I
S
T
W
/
H
A
N
G
E
R
,
S
E
E
P
L
A
N
3
.
C
O
N
T
2
x
8
W
/
(
2
)
#
1
0
S
W
C
R
E
W
S
A
T
1
2
"
O
.
C
.
4
.
S
I
M
P
S
O
N
D
T
T
1
Z
T
E
N
S
I
O
N
T
I
E
S
W
/
3
8
"
Ø
R
O
D
B
E
T
W
E
E
N
A
T
4
8
"
O
.
C
.
5
.
S
O
L
I
D
B
L
O
C
K
I
N
G
I
N
R
O
O
F
P
U
R
L
I
N
6
.
R
O
O
F
P
U
R
L
I
N
,
B
Y
O
T
H
E
R
S
7
.
M
E
T
A
L
P
A
N
E
L
,
B
Y
O
T
H
E
R
S
8
.
2
X
B
L
O
C
K
A
T
4
8
"
O
.
C
.
B
E
T
W
E
E
N
R
O
O
F
P
U
R
L
I
N
S
T
O
R
E
C
E
I
V
E
T
E
N
S
I
O
N
T
I
E
9
.
S
T
E
E
L
B
E
A
M
,
B
Y
O
T
H
E
R
S
1
0
.
S
T
E
E
L
C
O
L
U
M
N
,
B
Y
O
T
H
E
R
S
1
1
.
W
A
L
L
S
H
E
A
T
H
I
N
G
A
S
O
C
C
U
R
S
,
S
E
E
P
L
A
N
1
2
.
W
O
O
D
S
T
U
D
W
A
L
L
,
S
E
E
P
L
A
N
1
3
.
C
O
N
T
D
B
L
2
x
T
O
P
P
L
A
T
E
W
/
L
A
P
S
P
L
I
C
E
,
S
E
E
T
Y
P
I
C
A
L
D
E
T
A
I
L
1
4
.
E
D
G
E
N
A
I
L
I
N
G
,
S
E
E
S
H
E
A
R
W
A
L
L
S
C
H
E
D
U
L
E
1
5
.
S
I
M
P
S
O
N
H
2
A
C
L
I
P
A
T
E
A
C
H
J
O
I
S
T
1
6
.
B
O
U
N
D
A
R
Y
N
A
I
L
I
N
G
,
S
E
E
P
L
A
N
1
7
.
2
X
B
L
O
C
K
B
E
T
W
E
E
N
E
A
C
H
J
O
I
S
T
305WOOD JOIST AT WOOD STUD WALL
N
O
S
C
A
L
E
1
1
1
2
1
0
9 8 7
8
6
3
5
4
1
3
1
2
1
4
1
6
1
7
1
5
1
6
P R O F E S S I O N A L ENG
I
N
E
E
R
S
T
ATE O F I D A H O
A
11/14/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
5
.
0
1
1
/
1
4
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
ROOF FRAMING DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
...
...
...
...
...
....
123
4567
A
B
C
D
E
156' - 0"
10
0
'
-
0
"
26' - 0"27' - 0"25' - 0"26' - 0"26' - 0"26' - 0"
0'
-
6
"
24
'
-
6
"
25
'
-
0
"
25
'
-
0
"
24
'
-
6
"
0'
-
6
"
32
'
-
9
"
3' - 6"
3' - 0"
1' - 0"16' - 0"6' - 0"16' - 0"13' - 0"16' - 0"6' - 0"16' - 0"7' - 10"3' - 0"52' - 8"
2' - 4"3' - 0"2' - 2"16' - 0"6' - 0"16' - 0"13' - 0"16' - 0"6' - 0"16' - 0"2' - 0"3' - 0"54' - 6"
2' - 0"
30' - 0"
29
'
-
0
"
29' - 0"
29
'
-
0
"
49
'
-
4
"
www.titansteelidaho.com
Scale
Date
Drawn By
Checked By
Project Number
TITAN STEEL LLC
P.O. BOX 326
Rigby, ID 83442
(208) 709-7553
Layne Walker
(208) 351-8677
Steve Wilcox
(208) 709-7553
Kent Smith
(208) 512-4159
COPYRIGHT 2020 by TITAN STEEL
All rights reserved. Reproduction or translation of any part of
this work without written permission is unawfull. Violaters will
be prosecuted.
1" 6'-0"
9/
1
/
2
0
2
2
4
:
5
8
:
0
7
P
M
A01
FLOOR PLAN
CEDARPOINT TRUCKING
RKS
AR
05/17/2022
Project Number
No.Description Date
1" 6'-0"1FLOOR PLAN
12' X 14'
SHOP
OFFICE 20' X 50'
PARTS AREA
50' X 50'
LOUNGE
AREA
30' X 50'
TIRE STORAGE
1/2 LOAD
MAIN
FRAMET.O. WALL
ELEV 102' - 0"
T.O. WALL
ELEV 102' - 0"
T.O. PIER
ELEV 100' - 0"
T.O. PIER
ELEV 100' - 0"
T.O. PIER
ELEV 100' - 0"
1/2 LOAD
MAIN FRAME
T.O. WALL
ELEV 102' - 0"
ENDWALL COL
@ ELEV 102' - 0"
(TYP U.N.O.)
FULL HGT LINER PANEL
AT SHOP AREA - MATCH
EXTERIOR COLORS BASE OF COLUMN
@ ELEV 100' - 0"
BASE OF COLUMN
@ ELEV 100' - 0"
OVERHEAD DOOR
16' X 14'
OVERHEAD DOOR
16' X 14'
OVERHEAD DOOR
16' X 14'
(WASH BAY)
OVERHEAD DOOR
16' X 14'
(WASH BAY)
OVERHEAD DOOR
16' X 14'
(CAR WASH)
OVERHEAD DOOR
16' X 14'
(CAR WASH)
OVERHEAD DOOR
16' X 14'
OVERHEAD DOOR
16' X 14'
"PBR" LINER PANEL
FROM T.O. STEMWALL TO
EAVE @ SHOP AREA -
LINER COLORS TO
MATCH EXTERIOR
52' X 100'
SHOP AREA
FULL CEILING
LINER @
WASH BAY AND
EQUIP ROOM
52' X 100'
WASH BAY
10
'
X
1
0
'
OP
E
N
I
N
G
S
FO
R
S
T
R
I
P
C
U
R
T
A
I
N
T.O. STEMWALL
ELEV 102' - 0"
T.O. WALL PIER
ELEV 102' - 0"
T.O. WALL PIER
ELEV 102' - 0"
T.O. WALL PIER
ELEV 102' - 0"
3/4" T&G
PLYWOOD FROM
T.O. STEMWALL
TO 10' - 0" AFF
METAL PANEL
ABOVE PLYWOOD
ENDWALL COL
& T.O. WALL
ELEV 102' - 0"
(TYPICAL U.N.O)
50LF
CONCRETE
FLOOR DRAINS
(TYP)
ENDWALL COL
& T.O. WALL
ELEV 102' - 0"
(TYPICAL U.N.O)
ENDWALL COL
& T.O. WALL
ELEV 102' - 0"
(TYPICAL U.N.O)
T.O. PIER
ELEV 100' - 0"
T.O.PIER
ELEV 100' - 0"
T.O. PIER
ELEV 100' - 0"
FULL HGT
WALL LINER
"X" BRACE
FULL HGT
LINER PANEL
OVERHEAD DOOR
8" X 10'
15' X 50'
EQUIPMENT
ROOM
T.O.W.
ELEV 102' - 0"
FULL HGT
WALL & CEILING
LINER
BASE OF COLUMN
@ ELEV 100' - 0"
FULL HGT
LINER
VI 05/26/2022
VII 05/27/2022
VIII 06/07/2022
10' X 7' 2" OPENING
CENTER
BETWEEN COLUMNS
IX 06/20/2022
NOTES:
- CONNECT 4 WET BAY DRAINS TO GREASE INTERCEPTOR THEN TO
STORM RETENTION SWALE ALONG THE ROAD.
- BOTH BAYS CLOSER TO THE OFFICES WILL BE "WET" MAINTENANCE.
ALL DRAINS WILL CONNECT TO SAND OIL INTERCEPTOR AND THEN FLOW
INTO STORM AWALE AT ROAD.
SLOPE FLOOR
TO OVERHEAD
DOOR
FIRST FLOOR2' - 0"
EAVE HGT26' - 0"
FLOOR PLAN0' - 0"
SECOND FLOOR
13' - 0 5/8"
TOW
12' - 0"
EAVE LOW SIDE
18' - 10 1/2"
Level 519' - 6"
1234567
FIRST FLOOR2' - 0"
EAVE HGT26' - 0"
FLOOR PLAN0' - 0"
SECOND FLOOR13' - 0 5/8"TOW12' - 0"
EAVE LOW SIDE18' - 10 1/2"
Level 519' - 6"
1234 5 6 7
www.titansteelidaho.com
Scale
Date
Drawn By
Checked By
Project Number
TITAN STEEL LLC
P.O. BOX 326
Rigby, ID 83442
(208) 709-7553
Layne Walker
(208) 351-8677
Steve Wilcox
(208) 709-7553
Kent Smith
(208) 512-4159
COPYRIGHT 2020 by TITAN STEEL
All rights reserved. Reproduction or translation of any part of
this work without written permission is unawfull. Violaters will
be prosecuted.
1" 6'-0"
9/
1
/
2
0
2
2
4
:
5
9
:
4
9
P
M
A04
ELEVATIONS
CEDARPOINT TRUCKING
Checker
AR
05/17/2022
Project Number
1" 6'-0"1South
1" 6'-0"2North
No.Description Date
05/26/2022VI
VII 05/27/2022
VIII 06/07/2022
IX 06/20/2022
FIRST FLOOR
2' - 0"
EAVE HGT
26' - 0"
FLOOR PLAN
0' - 0"
SECOND FLOOR
13' - 0 5/8"
TOW
12' - 0"
EAVE LOW SIDE18' - 10 1/2"
Level 5
19' - 6"
ABCDE
3' - 0"3' - 0"2' - 5"2' - 5"2' - 5 1/2"
FIRST FLOOR2' - 0"
EAVE HGT26' - 0"
FLOOR PLAN0' - 0"
SECOND FLOOR13' - 0 5/8"
TOW
12' - 0"
EAVE LOW SIDE18' - 10 1/2"
Level 5
19' - 6"
ABC D E
www.titansteelidaho.com
Scale
Date
Drawn By
Checked By
Project Number
TITAN STEEL LLC
P.O. BOX 326
Rigby, ID 83442
(208) 709-7553
Layne Walker
(208) 351-8677
Steve Wilcox
(208) 709-7553
Kent Smith
(208) 512-4159
COPYRIGHT 2020 by TITAN STEEL
All rights reserved. Reproduction or translation of any part of
this work without written permission is unawfull. Violaters will
be prosecuted.
1/4" 1'-0"
9/
1
/
2
0
2
2
5
:
0
1
:
3
6
P
M
A05
ELEVATIONS
CEDARPOINT TRUCKING
Checker
Author
05/17/2022
Project Number
1/4" 1'-0"1East
1/4" 1'-0"2West
No.Description Date
05/26/2022VI
VII 05/27/2022
VIII 06/07/2022
IX 06/20/2022
www.titansteelidaho.com
Scale
Date
Drawn By
Checked By
Project Number
TITAN STEEL LLC
P.O. BOX 326
Rigby, ID 83442
(208) 709-7553
Layne Walker
(208) 351-8677
Steve Wilcox
(208) 709-7553
Kent Smith
(208) 512-4159
COPYRIGHT 2020 by TITAN STEEL
All rights reserved. Reproduction or translation of any part of
this work without written permission is unawfull. Violaters will
be prosecuted.
9/
1
/
2
0
2
2
5
:
0
2
:
4
3
P
M
A06
ISOMETRIC
CEDARPOINT TRUCKING
Checker
AR
05/17/2022
Project Number
No.Description Date
13D View 1
05/26/2022VI
VII 05/27/2022
VIII 06/07/2022
IX 06/20/2022
www.titansteelidaho.com
Scale
Date
Drawn By
Checked By
Project Number
TITAN STEEL LLC
P.O. BOX 326
Rigby, ID 83442
(208) 709-7553
Layne Walker
(208) 351-8677
Steve Wilcox
(208) 709-7553
Kent Smith
(208) 512-4159
COPYRIGHT 2020 by TITAN STEEL
All rights reserved. Reproduction or translation of any part of
this work without written permission is unawfull. Violaters will
be prosecuted.
9/
1
/
2
0
2
2
5
:
0
3
:
3
6
P
M
A07
ISOMETRIC
CEDARPOINT TRUCKING
Checker
Author
05/17/2022
Project Number
No.Description Date
13D View 2
05/26/2022VI
VII 05/27/2022
VIII 06/07/2022
IX 06/20/2022
www.titansteelidaho.com
Scale
Date
Drawn By
Checked By
Project Number
TITAN STEEL LLC
P.O. BOX 326
Rigby, ID 83442
(208) 709-7553
Layne Walker
(208) 351-8677
Steve Wilcox
(208) 709-7553
Kent Smith
(208) 512-4159
COPYRIGHT 2020 by TITAN STEEL
All rights reserved. Reproduction or translation of any part of
this work without written permission is unawfull. Violaters will
be prosecuted.
9/
1
/
2
0
2
2
5
:
0
4
:
2
4
P
M
A08
ISOMETRIC
CEDARPOINT TRUCKING
Checker
Author
05/17/2022
Project Number
No.Description Date
13D View 6
J
O
B
N
O
L
O
C
A
T
I
O
N
C
U
S
T
O
M
E
R
B
U
I
L
D
E
R
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
V
P
C
V
E
R
S
I
O
N
:
F
I
L
E
N
A
M
E
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
Codes and LoadsStandard Erection Details Special Drawings Covering Secondary Structural Primary Structural Anchor Rod Plan Cover Sheet PAGESDRAWING TITLE DRAWING INDEX
D
E
S
C
R
I
P
T
I
O
N
D
A
T
E
T
Y
P
E
D
R
A
W
I
N
G
R
E
L
E
A
S
E
H
I
S
T
O
R
Y
D
E
S
I
G
N
C
A
T
E
G
O
R
Y
D
,
E
O
R
F
.
S
E
E
C
O
D
E
S
A
N
D
L
O
A
D
S
S
E
C
T
I
O
N
B
E
L
O
W
F
O
R
D
E
T
A
I
L
S
.
P
R
E
-
T
E
N
S
I
O
N
A
3
2
5
B
O
L
T
S
I
F
L
O
C
A
T
E
D
I
N
H
I
G
H
S
E
I
S
M
I
C
A
R
E
A
S
.
F
O
R
I
B
C
B
A
S
E
D
C
O
D
E
S
;
H
I
G
H
S
E
I
S
M
I
C
I
S
"
S
N
U
G
-
T
I
G
H
T
"
E
X
C
E
P
T
A
S
F
O
L
L
O
W
S
;
I
N
C
A
N
A
D
A
,
A
L
L
A
3
2
5
A
N
D
A
4
9
0
B
O
L
T
S
S
H
A
L
L
B
E
"
P
R
E
-
T
E
N
S
I
O
N
E
D
"
,
E
X
C
E
P
T
F
O
R
S
E
C
O
N
D
A
R
Y
M
E
M
B
E
R
S
A
N
D
F
L
A
N
G
E
B
R
A
C
E
S
.
P
R
E
-
T
E
N
S
I
O
N
A
3
2
5
B
O
L
T
S
I
F
B
U
I
L
D
I
N
G
S
U
P
P
O
R
T
S
M
A
C
H
I
N
E
R
Y
T
H
A
T
C
R
E
A
T
E
S
V
I
B
R
A
T
I
O
N
,
I
M
P
A
C
T
,
O
R
S
T
R
E
S
S
I
T
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
E
R
E
C
T
O
R
T
O
E
N
S
U
R
E
P
R
O
P
E
R
B
O
L
T
T
I
G
H
T
N
E
S
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
P
P
L
I
C
A
B
L
E
R
E
G
U
L
A
T
I
O
N
S
.
S
E
E
R
C
S
C
S
P
E
C
I
F
I
C
A
T
I
O
N
F
O
R
S
T
R
U
C
T
U
R
A
L
J
O
I
N
T
S
U
S
I
N
G
H
I
G
H
S
T
R
E
N
G
T
H
B
O
L
T
S
F
O
R
M
O
R
E
I
N
F
O
R
M
A
T
I
O
N
.
S
E
E
E
R
E
C
T
I
O
N
G
U
I
D
E
F
O
R
B
O
L
T
T
I
G
H
T
E
N
I
N
G
I
N
S
T
R
U
C
T
I
O
N
S
.
T
H
E
F
O
L
L
O
W
I
N
G
C
R
I
T
E
R
I
A
M
A
Y
B
E
U
S
E
D
T
O
D
E
T
E
R
M
I
N
E
T
H
E
B
O
L
T
T
I
G
H
T
N
E
S
S
(
I
.
E
.
-
S
N
U
G
T
I
G
H
T
O
R
P
R
E
-
T
E
N
S
I
O
N
)
U
N
L
E
S
S
R
E
Q
U
I
R
E
D
O
T
H
E
R
W
I
S
E
B
Y
L
O
C
A
L
J
U
R
I
S
D
I
C
T
I
O
N
O
R
C
O
N
T
R
A
C
T
.
A
L
L
A
4
9
0
B
O
L
T
S
S
H
A
L
L
B
E
"
P
R
E
-
T
E
N
S
I
O
N
E
D
"
.
A
3
2
5
B
O
L
T
S
I
N
P
R
I
M
A
R
Y
F
R
A
M
I
N
G
A
N
D
B
R
A
C
I
N
G
C
O
N
N
E
C
T
I
O
N
S
M
A
Y
B
E
P
R
E
-
T
E
N
S
I
O
N
A
3
2
5
B
O
L
T
S
I
F
B
U
I
L
D
I
N
G
S
U
P
P
O
R
T
S
A
C
R
A
N
E
G
R
E
A
T
E
R
T
H
A
N
5
T
O
N
C
A
P
A
C
I
T
Y
.
R
E
V
E
R
S
A
L
S
O
N
C
O
N
N
E
C
T
I
O
N
S
.
P
R
E
-
T
E
N
S
I
O
N
A
N
Y
C
O
N
N
E
C
T
I
O
N
W
I
T
H
D
E
S
I
G
N
A
T
I
O
N
A
3
2
5
-
S
C
.
S
L
I
P
C
R
I
T
I
C
A
L
(
S
C
)
C
O
N
N
E
C
T
I
O
N
S
M
U
S
T
B
E
F
R
E
E
O
F
P
A
I
N
T
,
O
I
L
O
R
O
T
H
E
R
M
A
T
E
R
I
A
L
S
T
H
A
T
R
E
D
U
C
E
F
R
I
C
T
I
O
N
A
T
C
O
N
T
A
C
T
S
U
R
F
A
C
E
S
.
G
A
L
V
A
N
I
Z
E
D
O
R
L
I
G
H
T
L
Y
R
U
S
T
E
D
S
U
R
F
A
C
E
S
A
R
E
A
C
C
E
P
T
A
B
L
E
.
S
E
C
O
N
D
A
R
Y
M
E
M
B
E
R
S
A
N
D
F
L
A
N
G
E
B
R
A
C
E
C
O
N
N
E
C
T
I
O
N
S
A
R
E
A
L
W
A
Y
S
"
S
N
U
G
T
I
G
H
T
"
,
U
N
L
E
S
S
I
N
D
I
C
A
T
E
D
O
T
H
E
R
W
I
S
E
I
N
E
R
E
C
T
I
O
N
D
R
A
W
I
N
G
D
E
T
A
I
L
S
.
H
O
T
R
O
L
L
E
D
A
N
G
L
E
S
A
5
2
9
,
A
5
7
2
,
A
5
8
8
,
A
9
9
2
G
R
A
D
E
5
0
3
P
L
A
T
E
W
E
L
D
E
D
S
E
C
T
I
O
N
S
C
O
L
D
F
O
R
M
E
D
L
I
G
H
T
G
A
G
E
S
H
A
P
E
S
B
R
A
C
E
R
O
D
S
H
O
T
R
O
L
L
E
D
M
I
L
L
S
H
A
P
E
S
C
L
A
D
D
I
N
G
A
6
5
3
,
A
7
9
2
A
3
6
,
A
5
2
9
,
A
5
7
2
,
A
5
8
8
,
A
9
9
2
A
5
7
2
,
A
5
1
0
A
6
5
3
,
A
1
0
1
1
A
5
2
9
,
A
5
7
2
,
A
1
0
1
1
,
A
1
0
1
8
G
R
A
D
E
5
5
G
R
A
D
E
6
0
G
R
A
D
E
5
0
G
R
A
D
E
3
6
O
R
5
0
G
R
A
D
E
5
0
O
R
G
R
A
D
E
8
0
A
S
T
M
D
E
S
I
G
N
A
T
I
O
N
G
E
N
E
R
A
L
N
O
T
E
S
M
A
T
E
R
I
A
L
S
H
I
G
H
S
T
R
E
N
G
T
H
B
O
L
T
T
I
G
H
T
E
N
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
H
O
L
L
O
W
S
T
R
U
C
T
U
R
A
L
S
E
C
T
I
O
N
(
H
S
S
)
A
5
0
0
G
R
A
D
E
B
Ra division of BlueScope Buildings North America, Inc.VP BUILDINGSVARCO PRUDEN
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
THIS DRAWING, INCLUDIN
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
BUILDINGS. IT IS PROVIDE
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
APPLICABLE PURCHASE
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
NOT BE MODIFIED, REPRO
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
APPROVAL OF VP BUILDIN
G
S
.
THE GENERAL CONTRACT
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
WORKMANSHIP IN ERECTI
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
DRAWING, ALL APPLICAB
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
ERECTION, INCLUDING TH
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VPAND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THEVP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGNOF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TOANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.Planograph Details Notes
D
I
N
S
P
E
C
T
I
O
N
A
N
D
T
E
S
T
I
N
G
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
A
N
D
T
E
S
T
I
N
G
R
E
Q
U
I
R
E
D
B
Y
A
U
T
H
O
R
I
T
Y
H
A
V
I
N
G
J
U
R
I
S
D
I
C
T
I
O
N
(
A
H
J
)
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
A
N
D
/
O
R
S
T
E
E
L
F
A
B
R
I
C
A
T
I
O
N
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
O
W
N
E
R
O
R
O
W
N
E
R
S
A
U
T
H
O
R
I
Z
E
D
A
G
E
N
T
.
W
H
E
N
R
E
Q
U
I
R
E
D
,
T
H
E
O
W
N
E
R
S
H
A
L
L
E
M
P
L
O
Y
A
Q
U
A
L
I
T
Y
A
S
S
U
R
A
N
C
E
A
G
E
N
C
Y
(
Q
A
A
)
A
P
P
R
O
V
E
D
B
Y
T
H
E
A
H
J
.
T
H
E
B
U
I
L
D
E
R
I
S
R
E
S
P
O
N
S
I
B
L
E
T
O
C
O
O
R
D
I
N
A
T
E
B
E
T
W
E
E
N
T
H
E
Q
A
A
F
I
R
M
A
N
D
B
B
N
A
F
A
B
R
I
C
A
T
I
O
N
F
A
C
I
L
I
T
I
E
S
.
T
H
E
T
Y
P
E
A
N
D
E
X
T
E
N
T
O
F
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
A
N
D
N
D
T
W
E
L
D
T
E
S
T
I
N
G
M
U
S
T
B
E
S
P
E
C
I
F
I
C
A
L
L
Y
S
T
I
P
U
L
A
T
E
D
I
N
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
O
R
B
B
N
A
W
I
L
L
A
S
S
U
M
E
S
P
E
C
I
A
L
I
N
S
P
E
C
T
I
O
N
S
A
N
D
/
O
R
N
D
T
T
E
S
T
I
N
G
A
R
E
W
A
I
V
E
D
A
S
P
E
R
M
I
T
T
E
D
B
Y
T
H
E
B
U
I
L
D
I
N
G
C
O
D
E
B
A
S
E
D
O
N
B
B
N
A
F
A
C
I
L
I
T
I
E
S
I
A
S
A
C
4
7
2
A
C
C
R
E
D
I
T
A
T
I
O
N
.
C
O
V
E
R
S
H
E
E
T
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
0
7
/
1
1
/
2
0
2
2
I
T
F
1
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
R
5
.
v
p
c
1
2
0
2
2
.
1
b
G
P
H
8
:
4
4
:
2
2
7
/
5
/
2
0
2
2
1
A
n
c
h
o
r
R
o
d
D
r
a
w
i
n
g
s
R
e
v
0
0
7
/
1
1
/
2
0
2
2
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
234-56-1516-2930-5051-55 14,15,17,18,27-29,47-50
A
n
c
h
o
r
R
o
d
P
l
a
n
s
0
7
/
1
1
/
2
0
2
2
G
P
H
BASIC ERECTION GUIDE 4001BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003SSR ROOF PANEL ERECTION GUIDE 4005
E
r
e
c
t
i
o
n
D
r
a
w
i
n
g
s
R
e
v
0
0
8
/
1
9
/
2
0
2
2
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
i
n
a
l
E
r
e
c
t
i
o
n
D
r
a
w
i
n
g
s
0
8
/
2
4
/
2
0
2
2
G
P
H
0
8
/
2
5
/
2
0
2
2
Codes and Loads
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE.
COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS.
City: Rexburg County: Madison State: Idaho Country: United States
Building Code
Building Code: 2018 International Building Code Structural: 16AISC - ASD Rainfall: I: 4.00
inches per hour
Building Risk/Occupancy Category: II (Standard Occupancy Structure)Cold Form: 16AISI - ASD f'c: 3000.00 psi
Concrete
Dead and Collateral Loads
Collateral Gravity:3.00 psf
Collateral Uplift: 0.00 psf
Wind Load
Wind Speed: Vult: 115.00 (Vasd: 89.08) mph
The 'Envelope Procedure' is Used
Primaries Wind Exposure: C - Kz: 0.897
Parts Wind Exposure Factor: 0.897
Wind Enclosure: Enclosed
Topographic Factor: Kzt: 1.0000
Ground Elevation Factor: Ke: 0.8387
NOT Windborne Debris Region
Base Elevation: 0/0/0
Site Elevation: 4860.0 ft
Primary Zone Strip Width: 2a: 15/7/3
Parts / Portions Zone Strip Width:
Walls, a: 7/9/10
Roof(s), 0.6h: N/A
Velocity Pressure: qz: 21.65, (C&C) 21.65 psf
Material Dead Weight
Roof Covering + Second. Dead Load: Varies
Frame Weight (assumed for seismic):2.50 psf
Snow Load
Ground Snow Load: pg: 50.00 psf
Flat Roof Snow: pf: 31.50 psf
Design Snow (Sloped): ps: 31.50 psf
Rain Surcharge: 0.00
Specified Minimum Roof Snow: 35.00 psf
Exposure Factor: 1 Fully Exposed - Ce: 0.90
Snow Importance: Is: 1.000
Thermal Factor: Heated - Ct: 1.00
Ground / Roof Conversion: 0.70
Unobstructed, Slippery
Roof Live Load
Roof Live Load: 20.00 psf Reducible
Seismic Load
Lateral Force Resisting Systems using Equivalent Force Procedure
Mapped MCE Acceleration: Ss: 37.00 %g
Mapped MCE Acceleration: S1: 14.20 %g
Site Class: Stiff soil (D) - Default
Seismic Importance: Ie: 1.000
Design Acceleration Parameter: Sds: 0.3710
Design Acceleration Parameter: Sd1: 0.2192
Seismic Design Category: D
Seismic Snow Load: 6.30 psf
% Snow Used in Seismic: 20.00
Diaphragm Condition: Rigid
Fundamental Period Height Used: 22/9/0
Transverse Direction Parameters
Ordinary Steel Moment Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.3410
R-Factor: 3.50
Overstrength Factor: Omega: 3.00
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.1060 x W
Longitudinal Direction Parameters
Ordinary Steel Moment Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.3410
R-Factor: 3.50
Overstrength Factor: Omega: 3.00
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.1060 x W
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
FILENAME: C:\Users\isflores\OneDrive - BlueScope\Desktop\ORDERS\01 PERMIT DRAWINGS\01 - 22-012241-01\01 VISION FILE\CedarpointFinalR5.vpc1_CODES AND LOADS ARD.dwg 7/8/2022 08:37:40SAVE DATE:SAVE TIME:LAST SAVED BY:isflores
MO
D
I
F
I
E
D
I
N
A
U
T
O
C
A
D
VPC VERSION:
VP Buildings
3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT
IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER
AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR
USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
CODES AND LOADS
2022.1b
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241
07/11/2022
ITF GPH
2NTS
FOR CONSTRUCTION
Y
X
15x50'-6"x19'-6"(HS)
Roof: A
Y
X
156 x100x26(HS)
Roof: A
08/25/2022
BUILDER/CONTRACTOR RESPONSIBILITIES
VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice.
PANELS
Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several
factors that include induced stresses in the raw material delivered to VP, fabrication methods,
installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some
dimpling when installed, especially when insulation is installed between panels and secondary
supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners.
springing back into place. All panels experience this action to some degree, especially with
concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer
of blanket insulation between the panels and any hard support surface such as steel secondary
members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of
3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates.
Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness
of the panels and is not grounds for rejection of panels.
RAIN WATER RUNOFF
Drainage systems must be designed by the project professional to comply with code requirements.
VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project
professional and contractor are responsible to ensure that primary drains and overflow devices
such as scuppers and auxiliary drains are provided as required for the required rain intensity at
Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then
the building perimeter and at valley conditions to prevent ponding.
However, it is imperative that installed Standing Seam panels be secured to the secondary
The Standing Seam joint detail is designed with an interlocking feature for ease of installation.
structural members and properly seamed prior to departure from the job site each day.
SKYLIGHTS
Local building departments may require added fall restraint due to conditions that may affect the
skylight structural integrity. It is the responsibility of the builder to determine and provide any
added fall restraint under the skylight as may be required by your building department.
STEEL SHOP COAT
The purpose of VP's shop coat is to provide protection for the steel members during
transportation, during temporary job site storage and during erection. Standard shop formulation
is not designed to perform as a finish coat when exposed to environmental conditions. Members
shall be kept free of the ground and properly drained during job site storage. It is the Builder's
responsibility to ensure that if a finish coat is being applied over VP shop coat that the
painting contractor verifies compatibility between his finish coat and VP's shop coat.
VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work
unless stipulated otherwise in the contract documents. In case of discrepancies between
VP Buildings structural plans and plans for other trades, VP Buildings structural plans shall govern.
It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and
jurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VP
interpretation of the contract purchase order. Unless specific design criteria concerning interface
design and details are furnished as part of the contract, VP Buildings design assumptions shall govern.
CONSTRUCTION & ERECTION RESPONSIBILITY
The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION"
drawings and all applicable product installation guides. VP is not responsible for work done from any
other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others.
As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice
(in Canada - CSA S16), which require L/500 tolerance of installed members. Occasional
field work including shimming, cutting, coping, and drilling for final fit-up are considered part of
erection. Specified field work and field welding conditions indicated on these drawings shall
also be included in the erectors scope of work. See Erection Guide for shimming procedure.
For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance.
The building erector shall be properly licensed and experienced in erecting metal building systems.
The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements
and all other governing site safety criteria. The builder is responsible for designing, supplying,
locating and installing temporary supports and bracing during erection of the building. VP
bracing is designed for code required loads after building completion and shall not be considered
as adequate erection bracing. See Erection Guide.
EXISTING STRUCTURES
BRACING
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be
taken while tightening brace rods so as not to cause accidental or misalignment of components.
All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For
long or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspending
them from secondary members.
Bracing for seismic or wind loading of objects or equipment that are not a part of the VP
structure must be designed by a qualified professional to deliver lateral loads to primary frames
and rod bracing struts. Equipment bracing and suspension connections must not impose torsion
or minor axis loads, or cause local distortion in any VP components. VP accepts no
responsibility for design or installation of bracing systems not furnished by VP.
FIELD WELDING
All field welding shall be done at the direction of a design professional, and done in accordance
with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the
welding as directed by the applicable welding procedure specification (WPS). A WPS shall be
prepared by the contractor for each welding variation specified. The contractor is responsible for
any special welding inspection as required by local jurisdiction. Filler metal shall be
70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system
(Seismic Cat D, E or F), minimum Charpy V-Notch toughness shall meet AISC-341 criteria
(20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C).
DELIVERIES
It is the responsibility of the builder to have adequate equipment available at the job site to
unload trucks in a safe and timely manner. The Builder will be responsible for all retention
charges from carriers as a result of job site unloading delays.
Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery
receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant)
under the Uniform Commercial Code. It is critical that damages or shorts be noted on the
Bill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material,
material quantities are verified by the Builder against quantities billed on the shipping document.
Neither the Manufacturer nor the carrier is responsible for material shortages against quantities
billed on the shipping document if such shortages are not noted on the shipping documents upon
delivery of material and acknowledged by the carriers agent. For materials concealed in bundles,
boxes, or crates, shortages must be reported immediately upon unpacking. Should products get
wet, bundled and crated materials must be unpacked and unbundled immediately to provide
drainage of trapped moisture. See Erection Guide for proper job site storage procedure.
SEALANTS
Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised.
Sealant must be applied in temperatures and weather conditions consistent with labeling.
INDEPENDENT MEZZANINES
Independent mezzanines must be designed by a professional engineer. The engineer must ensure
that proper isolation from the VP building has been provided to avoid structural damage due to
differential movements, or inadvertently apply loads to the VP structure. VP accepts no
responsibility for the design of the independent mezzanine.
FIRE CODE COMPLIANCE
It is the responsibility of the project design professional and builder to comply with local fire code
regulations including consideration of, but not limited to, building use and occupancy, all building
construction materials, separation requirements, egress requirements, fire protection systems, etc.
Builder shall advise VP of any special requirements to be furnished by VP.
FIELD MODIFICATIONS
Modifications to this building from details and instructions contained on these drawings must be
approved in writing by VP Buildings engineers, or other licensed structural engineer. This includes,
but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or
rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc.
The owner shall not impose loads to this structure beyond what is specified for this building in
the contract documents. VP Buildings accepts no responsibility for the consequences of any
unauthorized additions, alterations, or added loads to this structure.
If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder
must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to
proceeding. All final claims must be submitted to VP Buildings with all supporting documentation
within 30 days of the building completion. Claims submitted without work authorizations, or after
30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate
amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of
Standard Practice to be part of erection are not subject to claim reimbursement.
CONCRETE/MASONRY/CONVENTIONAL STUD WALLS
The engineer responsible for the design of the wall system is responsible for coordinating with, or
specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection
compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and
counter flashing of wall systems are to be provided by contractor. The engineer responsible for
the wall shall design the anchorage to VP supporting elements consistent with Code required forces.
Dade Co. Product Approval (www.miamidade.gov/buildingcode)
Approved Products Listed Under Varco Pruden Buildings, Inc.
Underwriter's Laboratory Approvals (Available only when specified in contract)
SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A;
SSR Roof w/Super Block; Class 90-UL#TGKX-328;
Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64;
VP SLR II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B
Factory Mutual Approved Assemblies (Available only when specified in contract)
SSR Roof Systems are approved in various type applications and listed in FM Approval Guide.
24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-75, 1-90. 22Ga SSR (0.0277"
Nominal), is available in Class 1-75, 1-90-, 1-120.
ICC Evaluation Reports (www.icc-es.org)
SSR Roof System - #ESR-2527
SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide.
24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120.
State of Florida Product Approvals (www.floridabuilding.org)
VP TextureClad - See Transamerican Structuroc, Inc.
VP TextureClad - See Transamerican Structuroc, Inc.
Approved Products Listed Under VP Buildings, Inc.
(http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx)
Canadian CSA A660 Certifications
Listed under BlueScope Buildings North America, Inc.
IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)
Fabricator Approvals
MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00;
Engineering Certifications of Authorization
USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592;
CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134
VP BUILDINGS ACCREDITATIONS AND APPROVALS
City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429;
City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289
Listed under BlueScope Buildings North America, Inc.
Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc.
IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)
Design Approvals
SIGNAGE
The Builder is responsible for furnishing signs as required by Code and the Building Department,
including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits.
Floor loading signs shall clearly indicate maximum floor live load permitted.
Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type
of commodity stored and the maximum storage height. Signs shall be clearly visible when
building is fully loaded to design level. Overloading of floors or walls may result in failure.
State of Utah, City of Richmond, CA.
VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering
supply sealed engineering design data and drawings for VP supplied material as part of the overall
project for use by others to obtain permits, approvals, and coordinate with other trades. All interface
and/or compatibility of any materials not furnished by VP are to be considered and coordinated by
the builder or A/E firm.
VP must be advised of any structure that is within 20 ft. of VP's building. Load effects from
snow drifting, wind effects, and seismic separation must be considered for both the new and
existing structures. VP has designed the new VP building for these effects. The owner/builder are
responsible for employing a Professional Engineer to review and verify the existing structure for all
load effects from the adjacent VP building.
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D ERECTION NOTES
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241
07/11/2022
ITF
3
CedarpointFinalR5.vpc1
2022.1bNTS
GPH
FOR CONSTRUCTION
8:44:257/5/2022
08/25/2022
1 2'-6"2 3'-6"3 6"4 8"5 2'-7"6 1'-5"Dimension Key 1 2'-6"2 3'-6"3 6"4 8"5 2'-7"6 1'-5"Dimension Key
F
i
n
i
s
h
e
d
F
l
o
o
r
E
l
e
v
a
t
i
o
n
=
1
0
0
'
-
0
"
(
U
n
l
e
s
s
N
o
t
e
d
O
t
h
e
r
w
i
s
e
)
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLI
E
S
O
N
L
Y
T
O
T
H
E
WORK PRODUCT OF VP AND DE
S
I
G
N
A
N
D
PERFORMANCE REQUIREMENTS
S
P
E
C
I
F
I
E
D
B
Y
VP. THE VP ENGINEER'S SEAL D
O
E
S
N
O
T
A
P
P
L
Y
TO THE PERFORMANCE OR DESI
G
N
O
F
A
N
Y
OTHER PRODUCT OR COMPONE
N
T
F
U
R
N
I
S
H
E
D
BY VP EXCEPT TO ANY DESIGN
O
R
PERFORMANCE REQUIREMENTS
S
P
E
C
I
F
I
E
D
B
Y
VP.FILENAME: C:\Users\isflores\OneDrive - BlueScope\Desktop\ORDERS\01 PERMIT DRAWINGS\01 - 22-012241-01\01 VISION FILE\ARD\04 Cedarpoin
t
F
i
n
a
l
R
5
.
v
p
c
1
_
A
N
C
H
O
R
R
O
D
P
L
A
N
.
d
w
g
7
/
1
1
/
2
0
2
2
1
4
:
5
9
:
1
4
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
i
s
f
l
o
r
e
s
MODIFIED IN AUTOCAD
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
A
N
C
H
O
R
R
O
D
P
L
A
N
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
0
7
/
1
1
/
2
0
2
2
I
T
F
G
P
H
4
N
T
S
<*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
B
L
5
4
B
L
3
2
B
L
1
BL
J G F E D C
BL
B
BL
A
A
N
C
H
O
R
R
O
D
P
L
A
N
A
R
1
-
1
A
R
1
-
1
A
R
1
-
1
D
1
D
1
A
R
1
-
1
A
R
1
-
1
A
R
4
-
1
A
R
4
-
2
A
R
1
A
R
1
A
R
4
-
1
A
R
4
-
2
A
R
1
A
R
1
A
R
4
-
1
A
R
4
-
2
A
R
1
A
R
1
A
R
1
-
1
A
R
1
-
1
A
R
9
A
R
9
3
2
4
'
-
6
"
2
5
'
-
0
"
3
6
J=8.50
11'-0"5
5
0
'
-
6
"
15'-0"
52'-0"52'-0"52'-0"
3
2
4
'
-
6
"
2
5
'
-
0
"
2
5
'
-
0
"
2
4
'
-
6
"
3
J=8.50
16'-0"12
J=8.50
16'-0"6'-6"6'-6"
J=8.50
16'-0"21
J=8.50
16'-0"7'-6"
26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"
4
J
=
8
.
5
0
8
'
-
4
"
1
6
'
-
0
"
4
9
'
-
6
"
7'-6"
J=8.50
16'-0"1 2
J=8.50
16'-0"6'-6"6'-6"
J=8.50
16'-0"2 1
J=8.50
16'-0"
26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"
1
0
0
'
-
0
"
156'-0"
P
A
R
T
I
T
I
O
N
W
A
L
L
8
"
T
I
L
T
W
A
L
L
(
N
B
V
P
)
8
"
T
I
L
T
W
A
L
L
(
N
B
V
P
)
8
"
T
I
L
T
W
A
L
L
(
N
B
V
P
)
8
"
T
I
L
T
W
A
L
L
(
N
B
V
P
)
P
A
R
T
I
T
I
O
N
W
A
L
L
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
A
R
1
-
2
6
'
103'-7 3/4"
to Face of Partition Wall
t
o
F
a
c
e
o
f
P
a
r
t
i
t
i
o
n
W
a
l
l
0
8
/
2
5
/
2
0
2
2
'X'=4 3/4" w/ 7" JAMBS'X'=5 1/4" w/ 8 1/2" JAMBS'X'=5 3/4" w/ 10" JAMBS'X'=7 1/4" w/ 11 1/2" JAMBS'X'=8 3/4" w/ 7" JAMBS'X'=9 1/4" w/ 8 1/2" JAMBS'X'=9 3/4" w/ 10" JAMBS'X'=11 1/4" w/ 11 1/2" JAMBS 'X'=10 1/2" w/ 8 1/2" JAMBS'X'=11 1/2" w/ 10" JAMBS
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APP
L
I
E
S
O
N
L
Y
T
O
T
H
E
WORK PRODUCT OF VP AND D
E
S
I
G
N
A
N
D
PERFORMANCE REQUIREMENT
S
S
P
E
C
I
F
I
E
D
B
Y
VP. THE VP ENGINEER'S SEAL
D
O
E
S
N
O
T
A
P
P
L
Y
TO THE PERFORMANCE OR DE
S
I
G
N
O
F
A
N
Y
OTHER PRODUCT OR COMPON
E
N
T
F
U
R
N
I
S
H
E
D
BY VP EXCEPT TO ANY DESIGN
O
R
PERFORMANCE REQUIREMENT
S
S
P
E
C
I
F
I
E
D
B
Y
VP.FILENAME: C:\Users\isflores\OneDrive - BlueScope\Desktop\ORDERS\01 PERMIT DRAWINGS\01 - 22-012241-01\01 VISION FILE\ARD\05 Cedarpoi
n
t
F
i
n
a
l
R
5
.
v
p
c
1
_
A
N
C
H
O
R
R
O
D
P
L
A
N
-
D
E
T
A
I
L
S
A
R
D
.
d
w
g
7
/
8
/
2
0
2
2
1
1
:
2
1
:
3
7
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
i
s
f
l
o
r
e
s
MODIFIED IN AUTOCAD
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
A
N
C
H
O
R
R
O
D
P
L
A
N
-
D
E
T
A
I
L
S
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
0
7
/
1
1
/
2
0
2
2
I
T
F
G
P
H
5
N
T
S
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
GROUP; +-1/8" LINE; +-1/4" e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN EXCEED 1" TOTAL. ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS c. TOPS OF AR'S; +-1/2" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS "SNUG TIGHT" CONNECTIONS. AND DETAILED AS "CAST-IN-PLACE" ANCHOR RODS WITH 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNE
D
5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE VARIATIONS ARE SUMMARIZED BELOW; PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. FOOTINGS ARE TO BE DETERMINED BY OTHERS. OF TRANSFERRING FORCES FROM ANCHOR RODS TO OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI).2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR.1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHERFLUSH = 0" (0mm)LBOTTOM OFCOLUMNBASE PLATESTD = 1/2" (13mm)VARIES BBASE PLATE DETAIL TYPICAL COLUMN Framed Opening at Double Jambs Opening Width + 'X'Walk Door w/o Sub Frame Walk Door w/ Sub Frame Framed OpeningOpening Width + 4 1/2"Opening Width + 'X'Opening Width + 'X'FRAMED OPENING AT MASONRY
S
E
E
P
L
A
N
F
O
R
J
A
M
B
S
I
Z
E
S
:
J
=
S
I
Z
E
J = SEE PLAN
J
A
M
B
J
A
M
B
'
E
Q
.
'
V
A
L
U
E
S
:
1
0
E
Q
=
3
1
/
2
"
8
9
m
m
,
1
1
.
5
E
Q
=
4
1
/
4
"
1
0
8
m
m
7
E
Q
=
2
"
5
1
m
m
,
8
.
5
E
Q
=
2
3
/
4
"
7
0
m
m
(
B
Y
O
T
H
E
R
S
)
76mm
3
2
m
m
3
2
m
m
1
/
2
"
(
1
3
m
m
)
D
I
A
M
E
T
E
R
C
O
N
C
R
E
T
E
A
N
C
H
O
R
S
B
L
EQ.3"EQ.
1
1
/
4
"
1
1
/
4
"
O
P
E
N
I
N
G
W
I
D
T
H
N
O
T
E
:
1
"
(
2
5
m
m
)
P
R
O
J
E
C
T
I
O
N
A
B
O
V
E
B
O
T
T
O
M
O
F
J
A
M
B
C
L
I
P
F
R
A
M
E
D
O
P
E
N
I
N
G
D
E
T
A
I
L
L
E
N
G
T
H
R
E
Q
U
I
R
E
M
E
N
T
A
N
D
C
O
L
U
M
N
B
A
S
E
I
N
A
N
C
H
O
R
R
O
D
A
N
Y
S
P
A
C
E
B
E
T
W
E
E
N
T
H
E
F
O
U
N
D
A
T
I
O
N
T
O
P
O
F
F
O
U
N
D
A
T
I
O
N
-
C
O
N
S
I
D
E
R
T
H
E
R
E
I
S
I
N
T
E
R
F
E
R
E
N
C
E
W
I
T
H
O
T
H
E
R
P
A
R
T
S
.
T
H
E
A
N
C
H
O
R
R
O
D
P
R
O
J
E
C
T
I
O
N
M
A
Y
N
E
E
D
T
O
B
E
C
U
T
O
F
F
I
F
F
O
U
N
D
A
T
I
O
N
D
E
S
I
G
N
E
R
.
L
E
N
G
T
H
.
A
D
I
F
F
E
R
E
N
T
P
R
O
J
E
C
T
I
O
N
M
A
Y
B
E
R
E
Q
U
I
R
E
D
B
Y
T
H
E
I
S
A
S
U
G
G
E
S
T
E
D
M
I
N
I
M
U
M
T
O
E
N
S
U
R
E
A
D
E
Q
U
A
T
E
A
N
C
H
O
R
R
O
D
T
H
E
4
"
P
R
O
J
E
C
T
I
O
N
A
B
O
V
E
T
H
E
B
O
T
T
O
M
O
F
T
H
E
B
A
S
E
P
L
A
T
E
W
A
S
H
E
R
H
A
R
D
E
N
E
D
N
U
T
P
R
O
J
E
C
T
I
O
N
S
U
G
G
E
S
T
E
D
A
N
C
H
O
R
R
O
D
P
R
O
J
E
C
T
I
O
N
(BY BUILDER)
4
"
(
1
0
2
m
m
)
LENGTH
B
A
S
E
P
L
A
T
E
E
L
E
V
.
B
O
T
T
O
M
O
F
C
O
L
U
M
N
L
C
GAGE
E
D
G
E
WIDTH
L
E
N
G
T
H
P
I
T
C
H
D
I
M
.
A
DIM. B
L
B
E
l
e
v
.
=
1
0
0
'
-
0
"
G
a
g
e
=
5
"
P
i
t
c
h
=
5
"
E
d
g
e
O
u
t
=
4
"
D
i
m
:
A
=
1
1
1
/
2
"
B
=
1
'
-
1
1
/
2
"
M
a
x
P
l
a
t
e
W
=
1
'
-
0
"
,
L
=
1
'
-
7
"
,
M
i
n
T
h
k
=
1
/
2
"
D
1
(
4
)
1
"
D
i
a
.
L
C
GAGE
E
D
G
E
WIDTH
L
E
N
G
T
H
P
I
T
C
H
D
I
M
.
A
DIM. B
L
B
E
l
e
v
.
=
1
0
0
'
-
0
"
G
a
g
e
=
5
"
P
i
t
c
h
=
5
"
E
d
g
e
O
u
t
=
4
"
D
i
m
:
A
=
1
1
1
/
2
"
B
=
1
'
-
1
"
M
a
x
P
l
a
t
e
W
=
9
"
,
L
=
1
'
-
7
"
,
M
i
n
T
h
k
=
1
/
2
"
A
R
9
(
4
)
1
"
D
i
a
.
W
I
D
T
H
LENGTH
(
6
4
m
m
)
(
6
4
m
m
)
6
4
m
m
6
4
m
m
See Plan for Dimensions
C
L
2
1
/
2
"
2
1
/
2
"
2
1
/
2
"
L
C
2
1
/
2
"
E
l
e
v
.
=
9
9
'
-
6
"
M
a
x
P
l
a
t
e
W
=
9
"
,
L
=
1
0
"
,
M
i
n
T
h
k
=
3
/
8
"
A
R
4
-
2
(
4
)
3
/
4
"
D
i
a
.
W
I
D
T
H
LENGTH
(
6
4
m
m
)
(
6
4
m
m
)
6
4
m
m
6
4
m
m
See Plan for Dimensions
C
L
2
1
/
2
"
2
1
/
2
"
2
1
/
2
"
L
C
2
1
/
2
"
E
l
e
v
.
=
1
0
2
'
-
0
"
M
a
x
P
l
a
t
e
W
=
8
"
,
L
=
1
0
"
,
M
i
n
T
h
k
=
3
/
8
"
A
R
4
-
1
(
4
)
3
/
4
"
D
i
a
.
WIDTH LENGTH127mm64mm64mm102mmDim. A LB5"2 1/2"LC 2 1/2"4"Elev.=102'-0"Dim: A=1'-0"Max Plate W=8",L=1'-1", Min Thk=3/8"AR1-1 (4)3/4" Dia.WIDTH LENGTH127mm64mm64mm102mmDim. A LB5"2 1/2"LC 2 1/2"4"Elev.=100'-0"Dim: A=1'-0"Max Plate W=8",L=1'-1", Min Thk=3/8"AR1 (4)3/4" Dia.WIDTH LENGTH127mm64mm64mm102mmLB5"2 1/2"LC 2 1/2"4"Elev.=102'-0"Max Plate W=8",L=1'-1", Min Thk=3/
8
"
AR1-2 (4)3/4" Dia.
0
8
/
2
5
/
2
0
2
2
Id
Rod, Strut, and Misc. Connection Bolts
Qty Grade Bolt Diam.Bolt Length PartNo
1 2 A325 3/4"2 1/2"0097284
1 6"
Dimension Key
Part
Bracing Part Schedule
Qty Length Detail
07RS3505 2 35'-5" BR01G2
3BSE2310714 2 24'-4 7/8" BR15L1
06RS3504 4 35'-4" BR01G2
03RS3502 2 35'-2" BR01G2
04RS3900 2 39'-0" BR01G2
07RS3405 2 34'-5" BR01G2
14RU2808 2 28'-8" BR02K1
0 7 R S 3 5 0 5
0
7
R
S
3
5
0
5
1 13BSE2310714
0 6 R S 3 5 0 4
0
6
R
S
3
5
0
4
0 3 R S 3 5 0 2
0
3
R
S
3
5
0
2
0 4 R S 3 9 0 0
0
4
R
S
3
9
0
0
0 6 R S 3 5 0 4
0
6
R
S
3
5
0
4
1 13BSE2310714
0 7 R S 3 4 0 5
0
7
R
S
3
4
0
5
15
6
'
-
0
"
100'-0"
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
49'-6"49'-6"
CX014CX014RBX032CX014CX014
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
26
'
-
0
"
1 24'-6"25'-0"25'-0"24'-6"1
CX001
RB
X
0
0
1
RB
X
0
0
2
RB
X
0
3
4
RB
X
0
0
4
RB
X
0
0
5
RB
X
0
0
6
RB
X
0
0
7
CX002
EPX001
EPX002
EPX003
EPX004
EPX005
CX003
RB
X
0
0
8
RB
X
0
0
9
RB
X
0
1
0
RB
X
0
1
1
RB
X
0
1
2
CX004
ICX001
ICX002
CX005
RB
X
0
1
3
RB
X
0
1
4
RB
X
0
1
5
RB
X
0
1
6
RB
X
0
1
7
CX006
ICX003
ICX004
CX007
RB
X
0
1
8
RB
X
0
1
9
RB
X
0
2
0
RB
X
0
2
1
RB
X
0
2
2
CX008
ICX005
ICX006
CX009
RB
X
0
0
3
RB
X
0
2
3
RB
X
0
3
4
RB
X
0
0
4
RB
X
0
2
7
RB
X
0
2
5
RB
X
0
2
6
CX010
EPX006
EPX007
EPX008
EPX009
EPX010
CX015 RBX033 CX015
1 4 R U 2 8 0 8
14RU2808
15
'
-
0
"
50'-6"
125'-0"24'-6"1
CX011
RB
X
0
2
8
CX012
RB
X
0
2
4
CX013
RB
X
0
2
8
A BL
B BL
C
D
E
F
G
J BL
1
BL
2 3
BL
4 5
BL
PRIMARY AND ROOF BRACING PLAN
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D PRIMARY AND ROOF BRACING PLAN
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
6
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = 156 x100x26(HS), Shape = 15x50'-6"x19'-6"(HS)
13:31:197/25/2022
08/25/2022
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX014 1 8.0000 .3750 .1644 1'-6"1'-6"18'-6 1/16"675#
2 8.0000 .3750 .2500 1'-6"1'-6"
RBX032 3-4 8.0000 .3750 .1345 2'-0"2'-0"20'-6 3/4"776#
CX014 5 8.0000 .3750 .2500 1'-6"1'-6"18'-6 1/16"675#
6 8.0000 .3750 .1644 1'-6"1'-6"
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia. Length Thick. Out In Bolt
A 12 F1852 1" 3 1/2" 1" 3 3 Yes Yes 0097546
B 2 F1852 3/4" 2" 3/4" 4 4 Yes Yes 0097388
1 8"
Dimension Key
2 1'-0 1/2"
Horiz. Clearance between members 1(CX014) and 5(CX014): 20'-8"
Frame Clearances
Horiz. Clearance between members 1(CX014) and 6(CX014): 20'-8"
Horiz. Clearance between members 2(CX014) and 5(CX014): 20'-8"
Horiz. Clearance between members 2(CX014) and 6(CX014): 20'-8"
Vert. Clearance at member 2(CX014): 16'-2 5/16"
Vert. Clearance at member 5(CX014): 16'-2 5/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
25'-0"
1123'-8"
4 3
PORTAL FRAME ELEVATION ALONG B
1
HFB3060
1
HFB3060
CX
0
1
4
RBX032
CX
0
1
4
A
A
18
'
-
6
1
/
1
6
"
2
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D PORTAL FRAME ELEVATION ALONG B
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
7
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = 156 x100x26(HS) Wall 2, Frame 2
13:31:207/25/2022
B B
08/25/2022
Frame Member SchedulePartMemWidthThickWebThk.Depth1Depth2Approx.LgthApprox.WeightDetailCX00115.0000.1875.13451'-0"2'-0"23'-3 1/8"392#RBX00125.0000.1875.13451'-3"9"12'-7 3/4"169#RBX00235.0000.1875.13459"10"20'-0"230#45.0000.1875.134510"9"RBX03455.0000.1875.13459"1'-0"27'-0"317#65.0000.1875.13451'-0"9"RBX00475.0000.1875.13459"1'-0"25'-8 5/16"303#85.0000.1875.13451'-0"9"RBX00595.0000.1875.13459"1'-0"26'-0 1/4"307#105.0000.1875.13451'-0"9"RBX006115.0000.1875.13459"1'-0"26'-0 1/4"307#125.0000.1875.13451'-0"9"RBX007135.0000.1875.13459"1'-7"13'-4 5/16"197#CX002145.0000.2500.13451'-0"2'-0"16'-10 13/16"338#EPX001155.0000.1345.16441'-0"1'-0"21'-4 5/8"266#BR25A3EPX002165.0000.1345.16441'-0"1'-0"20'-1 11/16"251#BR25CAEPX003175.0000.1345.13451'-0"1'-0"19'-0 11/16"218#BR25CAEPX004185.0000.1345.13451'-0"1'-0"17'-11 11/16"207#BR25CAEPX005195.0000.1345.13451'-0"1'-0"16'-10 11/16"193#BR25CACX01315.0000.1345.134510"10"16'-2 3/4"170#RBX02825.0000.1345.13451'-0"1'-0"13'-9 1/8"156#
I
d
Q
t
y
G
r
a
d
e
B
o
l
t
B
o
l
t
P
l
a
t
e
R
o
w
s
R
o
w
s
T
e
n
s
i
o
n
W
a
s
h
e
r
P
a
r
t
N
o
D
i
a
.
L
e
n
g
t
h
T
h
i
c
k
.
O
u
t
I
n
B
o
l
t
A
1
0
F
1
8
5
2
3
/
4
"
2
"
3
/
8
"
2
3
Y
e
s
Y
e
s
0
0
9
7
3
8
8
B
6
F
1
8
5
2
3
/
4
"
2
"
3
/
8
"
1
2
Y
e
s
Y
e
s
0
0
9
7
3
8
8
C
4
F
1
8
5
2
3
/
4
"
2
1
/
4
"
1
/
2
"
1
1
Y
e
s
Y
e
s
0
0
9
7
3
8
9
D
1
0
F
1
8
5
2
3
/
4
"
2
1
/
4
"
1
/
2
"
2
3
Y
e
s
Y
e
s
0
0
9
7
3
8
9
E
4
A
3
2
5
1
/
2
"
1
1
/
2
"
3
/
8
"
1
1
4
9
0
8
0
F
3
F
1
8
5
2
3
/
4
"
2
"
3
/
8
"
-
-
Y
e
s
Y
e
s
0
0
9
7
3
8
8
G
3
F
1
8
5
2
3
/
4
"
1
3
/
4
"
Y
e
s
0
0
9
7
3
8
7
B
o
l
t
C
o
n
n
e
c
t
i
o
n
&
P
l
a
t
e
S
c
h
e
d
u
l
e
F
r
a
m
e
C
l
e
a
r
a
n
c
e
s
H
o
r
i
z
.
C
l
e
a
r
a
n
c
e
b
e
t
w
e
e
n
m
e
m
b
e
r
s
1
(
C
X
0
0
1
)
a
n
d
1
4
(
C
X
0
0
2
)
:
1
5
0
'
-
6
7
/
8
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
(
C
X
0
0
1
)
:
2
3
'
-
8
1
/
4
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
4
(
C
X
0
0
2
)
:
1
7
'
-
0
1
5
/
1
6
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
5
(
E
P
X
0
0
1
)
:
2
3
'
-
4
9
/
1
6
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
6
(
E
P
X
0
0
2
)
:
2
2
'
-
1
5
/
8
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
7
(
E
P
X
0
0
3
)
:
2
1
'
-
0
5
/
8
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
8
(
E
P
X
0
0
4
)
:
1
9
'
-
1
1
5
/
8
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
9
(
E
P
X
0
0
5
)
:
1
8
'
-
1
0
5
/
8
"
F
i
n
i
s
h
e
d
F
l
o
o
r
E
l
e
v
a
t
i
o
n
=
1
0
0
'
-
0
"
(
U
n
l
e
s
s
N
o
t
e
d
O
t
h
e
r
w
i
s
e
)
1 8 1/2"2 4'-0"3 3'-2"4 3'-10"5 1'-4 7/8"6 2 @ 4'-10 3/8"7 2 @ 5'-0"8 2'-4"9 4'-6"10 2'-2 1/2"11 1'-6 3/8"12 2 @ 4'-2 7/8"Dimension Key
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
W
a
l
l
4
,
F
r
a
m
e
1
,
S
h
a
p
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
W
a
l
l
2
,
F
r
a
m
e
3
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_FRAME CROSS SECTION AT FRAME LINE(S) 1 (a).
d
w
g
8
/
1
6
/
2
0
2
2
1
5
:
4
8
:
3
1
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
f
j
i
a
n
g
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
F
R
A
M
E
C
R
O
S
S
S
E
C
T
I
O
N
A
T
F
R
A
M
E
L
I
N
E
(
S
)
1
(
a
)
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
8
N
T
S
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
R
A
M
E
C
R
O
S
S
S
E
C
T
I
O
N
A
T
F
R
A
M
E
L
I
N
E
(
S
)
1
(
a
)
1
0
2
'
-
0
"
F
R
B
X
0
2
8
CX013
GFB2033
GFB2033
FBLC2
FBLC2
G
F
B
2
0
2
7
1
0
0
3
S
B
0
5
6
0
2
0
0
5
5
0
0
3
S
B
0
5
6
0
2
0
0
5
5
0
0
3
S
B
0
5
6
0
2
0
0
5
5
0
0
3
S
B
0
5
6
0
2
0
0
5
5
F
B
L
C
2
B
L
A
1
0
2
'
-
0
"
1
0
2
'
-
0
"
1
0
2
'
-
0
"
1
0
2
'
-
0
"
1
0
2
'
-
0
"
102'-0"102'-0"
E
E
E
E
E
D
C
B
B
B
B BA
EPX005
EPX004
EPX003
EPX002
EPX001
C
X
0
0
2
R
B
X
0
0
7
R
B
X
0
0
6
R
B
X
0
0
5
R
B
X
0
0
4
RBX034 RBX002RBX001CX001
G
F
B
2
0
7
2
1
0
0
1
S
B
0
5
6
0
2
0
0
5
6
0
0
1
S
B
0
5
6
0
2
0
0
5
6
F
B
L
C
2
GFB2000<S>
GFB2001
GFB1115<S>
GFB2000<S>
GFB2001
GFB1114<S>
GFB2001<S>
GFB2006GFB2001<S>GFB2001GFB1111GFB2006
GFB2054
GFB2027
GFB2022<S>
GFB2022<S>
GFB2027
GFB2022<S>
DJC22
GC182060
KMA1
WBBC2WBBC2
KMA1
WBBC2WBBC2
KMA1
WBBC2WBBC2
KMA1
WBBC2
WBBC2
WBBC2
KMA1
WBBC2
KMA1
WBBC2WBBC2
KMA1
WBBC2WBBC2
KMA1WBBC2WBBC2KMA1WBBC2WBBC2WBBC2KMA1WBBC2WBBC2KMA1WBBC2WBBC2KMA1WBBC2
FBLC2
FBLC2
FBLC2
FBLC2
FBLC2
FBLC2
EAP2
DJC21
DJC21
DJC21
DJC21
DJC21
DJC21
DJC21
GFB2090GFB20551FBLC2FBLC2
C
C
L
D
C
L
E
C
L
F
C
L
GCL
B
L
B
BL J
1
5
'
-
0
1
/
8
"
0
.
5
0
0
0
:
1
2
18'-10 1/2"
19'-6"
1
2
5
'
-
0
"
1
1
1095'-0"32
1
5
'
-
0
"
1
5
6
'
-
1
5
/
8
"
0
.
5
0
0
0
:
1
2
19'-6"
26'-0"
8732
6
2
9
@
5
'
-
0
"
543 @ 5'-0"32
1
5
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
26'-0"26'-0"
0
0
4
S
P
0
6
4
0
1
0
0
5
4
G
N
O
T
E
:
R
o
o
f
f
l
a
n
g
e
b
r
a
c
e
s
b
e
t
w
e
e
n
g
r
i
d
J
t
o
D
r
e
q
u
i
r
e
(
2
)
W
B
B
C
2
c
l
i
p
s
a
n
d
(
1
)
K
M
A
1
c
l
i
p
-
S
e
e
S
E
D
B
R
0
6
K
3
R
o
o
f
f
l
a
n
g
e
b
r
a
c
e
s
b
e
t
w
e
e
n
g
r
i
d
D
t
o
A
r
e
q
u
i
r
e
(
1
)
F
B
L
C
2
c
l
i
p
-
S
e
e
S
E
D
B
R
0
6
J
3
A
l
l
w
a
l
l
f
l
a
n
g
e
b
r
a
c
e
s
r
e
q
u
i
r
e
(
1
)
F
B
L
C
2
c
l
i
p
-
S
e
e
S
E
D
B
R
0
6
J
3
0
8
/
2
5
/
2
0
2
2
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail
CX003 1 5.0000 .3750 .1345 1'-0"2'-0"25'-3 1/8"585#
RBX008 2 6.0000 .2500 .1345 2'-3"1'-11"39'-7 15/16"934#
3 6.0000 .3125 .1345 1'-11"1'-11"
RBX009 4 6.0000 .3750 .1875 1'-11"3'-6"23'-0"896#
5 6.0000 .3750 .1875 3'-6"1'-4"
RBX010 6 6.0000 .3125 .1644 1'-4"1'-4"30'-0"670#
RBX011 7 6.0000 .3750 .1875 1'-4"3'-3"20'-0"794#
8 6.0000 .3750 .1875 3'-3"2'-1"
RBX012 9 6.0000 .3750 .1345 2'-1"2'-1"38'-1 7/16"1009#
10 6.0000 .2500 .1345 2'-1"2'-0"
CX004 11 5.0000 .3125 .1345 1'-0"2'-0"18'-10 3/4"421#
ICX001 12 8.0000 .3750 .1644 8 1/2"8 1/2"20'-2 11/16"528#
ICX002 13 6.0000 .3750 .1345 8 1/2"8 1/2"15'-9 1/8"329#
CX012 1 5.0000 .1345 .1345 10"10"16'-2 3/4"175#
RBX024 2 5.0000 .1875 .1345 1'-0"1'-0"13'-9 1/8"180#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 12 F1852 3/4"2"3/8"3 3 Yes Yes 0097388
B 10 F1852 3/4"2"3/8"4 1 Yes Yes 0097388
C 6 F1852 3/4"2"3/8"2 1 Yes Yes 0097388
D 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389
E 14 F1852 3/4"2 1/4"1/2"4 3 Yes Yes 0097389
F 8 F1852 3/4"2 1/2"5/8"2 2 Yes Yes 0097390
G 3 F1852 3/4"2"3/8"--Yes Yes 0097388
H 3 F1852 3/4"1 3/4"Yes 0097387
Horiz. Clearance between members 1(CX003) and 11(CX004): 150'-6 7/8"
Frame Clearances
Vert. Clearance at member 1(CX003): 22'-8 1/4"
Vert. Clearance at member 11(CX004): 16'-7 15/16"
Vert. Clearance at member 12(ICX001): 19'-7 13/16"
Vert. Clearance at member 13(ICX002): 17'-8 11/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
1 8 1/2"
Dimension Key
2 4'-0"
3 3'-2"
4 3'-10"
5 1'-4 7/8"
6 2 @ 4'-10 3/8"
7 2 @ 5'-0"
8 2'-4"
9 4'-6"
10 2'-2 1/2"
11 1'-6 3/8"
12 2 @ 4'-2 7/8"
52'-0"52'-0"52'-0"
J
BL
B
BL156'-0"
FBLC2
FBLC2
FBLC2
FBLC2
1
GFB2043
GFB2055
GFB2072
(2)GFB2090
2
3
3
@
5
'
-
0
"
4
ES
B
S
A
EA
P
1
ES
B
S
B
FB
L
C
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
(2
)
G
F
B
4
0
1
5
GF
B
2
0
8
6
GF
B
2
0
8
6
GF
B
2
0
8
6
(2
)
G
F
B
2
0
8
6
(2
)
G
F
B
2
0
6
6
GF
B
2
0
6
6
GF
B
2
0
6
6
GF
B
2
0
6
6
(2
)
G
F
B
3
0
9
1
GF
B
2
0
6
6
GF
B
2
0
1
6
GF
B
2
0
1
6
(2
)
G
F
B
3
0
9
6
5
29 @ 5'-0"
6
FBLC2
FBLC2
1
GFB2055
(2)GFB2072
2
3
7
8
26
'
-
0
"
19
'
-
6
"
156'-1 5/8" 0.5000:12
C X 0 0 3
RBX008
RBX009 RBX010
RBX011 RBX012
C
X
0
0
4
IC
X
0
0
1
IC
X
0
0
2
A
B C
D
C
E
F
F
lo
n
g
s
i
d
e
99'-6"
lo
n
g
s
i
d
e
102'-0"
B
BL
A
BL
15'-0"
FBLC2
FBLC2
1
GFB2027
(2)GFB2027
2
3
5'
-
0
"
9
10
ES
B
S
B
FB
L
C
2
FB
L
C
2
GF
B
2
0
3
3
(2
)
G
F
B
2
0
3
3
11
5'-0"12
19
'
-
6
"
18
'
-
1
0
1
/
2
"
15'-0 1/8" 0.5000:12
CX
0
1
2
RBX024
G
102'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 2 (a)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D FRAME CROSS SECTION AT FRAME LINE(S) 2 (a)
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
9
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = 156 x100x26(HS) Wall 4, Frame 2 , Shape = 15x50'-6"x19'-6"(HS) Wall 2, Frame 2
15:54:338/16/2022
NOTE:
Roof flange braces between grid J to D require
(2)WBBC2 clips and (1)KMA1 clip - See SED
BR06K3
Roof flange braces between grid D to A require
(1)FBLC2 clip - See SED BR06J3
All wall flange braces require (1)FBLC2 clip -
See SED BR06J3
D
H
08/25/2022
Frame Member SchedulePartMemWidthThickWebThk.Depth1Depth2Approx.LgthApprox.WeightDetailCX00515.0000.3125.16441'-0"2'-0"25'-3 1/8"587#RBX01326.0000.2500.13452'-1"2'-1"39'-7 7/8"968#36.0000.3125.13452'-1"2'-1"RBX01446.0000.3750.18752'-1"3'-5"23'-0"889#56.0000.3750.18753'-5"1'-3"RBX01566.0000.3750.13451'-3"1'-3"30'-0"683#RBX01676.0000.3750.18751'-3"3'-3"20'-0"787#86.0000.3750.18753'-3"2'-0"RBX01796.0000.3750.13452'-0"2'-0"38'-1 5/16"991#106.0000.2500.13452'-0"1'-9"CX006115.0000.3125.13451'-0"2'-0"18'-10 13/16"432#ICX003128.0000.3750.16448 1/2"8 1/2"20'-3 11/16"530#ICX004136.0000.3750.13458 1/2"8 1/2"15'-9 3/16"329#CX01115.0000.1345.134510"10"16'-2 3/4"174#RBX02825.0000.1345.13451'-0"1'-0"13'-9 1/8"156#
I
d
Q
t
y
G
r
a
d
e
B
o
l
t
B
o
l
t
P
l
a
t
e
R
o
w
s
R
o
w
s
T
e
n
s
i
o
n
W
a
s
h
e
r
P
a
r
t
N
o
D
i
a
.
L
e
n
g
t
h
T
h
i
c
k
.
O
u
t
I
n
B
o
l
t
A
1
2
F
1
8
5
2
3
/
4
"
2
"
3
/
8
"
3
3
Y
e
s
Y
e
s
0
0
9
7
3
8
8
B
8
F
1
8
5
2
3
/
4
"
2
"
3
/
8
"
3
1
Y
e
s
Y
e
s
0
0
9
7
3
8
8
C
6
F
1
8
5
2
3
/
4
"
2
"
3
/
8
"
2
1
Y
e
s
Y
e
s
0
0
9
7
3
8
8
D
8
F
1
8
5
2
3
/
4
"
2
1
/
4
"
1
/
2
"
3
1
Y
e
s
Y
e
s
0
0
9
7
3
8
9
E
1
4
F
1
8
5
2
3
/
4
"
2
1
/
4
"
1
/
2
"
4
3
Y
e
s
Y
e
s
0
0
9
7
3
8
9
F
8
F
1
8
5
2
3
/
4
"
2
1
/
2
"
5
/
8
"
2
2
Y
e
s
Y
e
s
0
0
9
7
3
9
0
G
3
F
1
8
5
2
3
/
4
"
2
"
3
/
8
"
-
-
Y
e
s
Y
e
s
0
0
9
7
3
8
8
B
o
l
t
C
o
n
n
e
c
t
i
o
n
&
P
l
a
t
e
S
c
h
e
d
u
l
e
F
r
a
m
e
C
l
e
a
r
a
n
c
e
s
H
o
r
i
z
.
C
l
e
a
r
a
n
c
e
b
e
t
w
e
e
n
m
e
m
b
e
r
s
1
(
C
X
0
0
5
)
a
n
d
1
1
(
C
X
0
0
6
)
:
1
5
0
'
-
6
7
/
8
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
(
C
X
0
0
5
)
:
2
2
'
-
1
0
1
/
4
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
1
(
C
X
0
0
6
)
:
1
6
'
-
1
0
1
5
/
1
6
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
2
(
I
C
X
0
0
3
)
:
1
9
'
-
8
1
3
/
1
6
"
V
e
r
t
.
C
l
e
a
r
a
n
c
e
a
t
m
e
m
b
e
r
1
3
(
I
C
X
0
0
4
)
:
1
7
'
-
8
1
1
/
1
6
"
F
i
n
i
s
h
e
d
F
l
o
o
r
E
l
e
v
a
t
i
o
n
=
1
0
0
'
-
0
"
(
U
n
l
e
s
s
N
o
t
e
d
O
t
h
e
r
w
i
s
e
)
1 8 1/2"2 3'-10"3 1'-4 7/8"4 2 @ 4'-10 3/8"5 2 @ 5'-0"6 2'-4"7 4'-6"8 2'-2 1/2"9 1'-6 3/8"10 2 @ 4'-2 7/8"Dimension Key
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
W
a
l
l
4
,
F
r
a
m
e
3
,
S
h
a
p
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
W
a
l
l
2
,
F
r
a
m
e
1
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.
7
/
2
5
/
2
0
2
2
1
3
:
3
9
:
0
3
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
F
R
A
M
E
C
R
O
S
S
S
E
C
T
I
O
N
A
T
F
R
A
M
E
L
I
N
E
(
S
)
3
(
a
)
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
1
0
N
T
S
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
F
R
A
M
E
C
R
O
S
S
S
E
C
T
I
O
N
A
T
F
R
A
M
E
L
I
N
E
(
S
)
3
(
a
)
1
0
2
'
-
0
"
G
R
B
X
0
2
8
CX011
GFB2033
GFB2033
FBLC2
FBLC2
G
F
B
2
0
2
7
1
0
0
4
S
B
0
5
6
0
2
0
0
5
5
0
0
4
S
B
0
5
6
0
2
0
0
5
5
0
0
4
S
B
0
5
6
0
2
0
0
5
5
0
0
4
S
B
0
5
6
0
2
0
0
5
5
F
B
L
C
2
B
L
A
B
L
B
1
0
2
'
-
0
"
long side
99'-6"long side
F
F
E
B
D
C
B A
ICX004
ICX003
C
X
0
0
6
R
B
X
0
1
7
R
B
X
0
1
6
R
B
X
0
1
5
RBX014 RBX013CX005
G
F
B
2
0
7
2
G
F
B
2
0
5
5
1
0
0
3
S
B
0
5
6
0
2
0
0
5
5
0
0
3
S
B
0
5
6
0
2
0
0
5
5
F
B
L
C
2
F
B
L
C
2
(2)GFB3096
GFB2016
GFB2016
GFB2047
(2)GFB4017GFB2066GFB2066GFB2066(2)GFB2066
(2)GFB2067
GFB2086
GFB2086
GFB2086
(2)GFB4015
WBBC2WBBC2
KMA1
KMA1
WBBC2WBBC2
WBBC2WBBC2
KMA1
KMA1
WBBC2WBBC2
WBBC2KMA1WBBC2WBBC2WBBC2KMA1KMA1WBBC2WBBC2WBBC2WBBC2KMA1WBBC2WBBC2KMA1
FBLC2
FBLC2
FBLC2
FBLC2
FBLC2
ESBSB
EAP1
ESBSAGFB2090GFB2072GFB2055GFB20431FBLC2FBLC2FBLC2FBLC2BL J
1
5
'
-
0
1
/
8
"
0
.
5
0
0
0
:
1
2
18'-10 1/2"
19'-6"
1
0
5
'
-
0
"
9
875'-0"7'-2"
1
5
'
-
0
"
1
5
6
'
-
1
5
/
8
"
0
.
5
0
0
0
:
1
2
26'-0"
657'-2"
4
2
9
@
5
'
-
0
"
323 @ 5'-0"7'-2"
1
5
6
'
-
0
"
5
2
'
-
0
"
5
2
'
-
0
"
52'-0"
D
H
3
F
1
8
5
2
3
/
4
"
1
3
/
4
"
-
-
Y
e
s
Y
e
s
0
0
9
7
3
8
7
H
N
O
T
E
:
R
o
o
f
f
l
a
n
g
e
b
r
a
c
e
s
b
e
t
w
e
e
n
g
r
i
d
J
t
o
D
r
e
q
u
i
r
e
(
2
)
W
B
B
C
2
c
l
i
p
s
a
n
d
(
1
)
K
M
A
1
c
l
i
p
-
S
e
e
S
E
D
B
R
0
6
K
3
R
o
o
f
f
l
a
n
g
e
b
r
a
c
e
s
b
e
t
w
e
e
n
g
r
i
d
D
t
o
A
r
e
q
u
i
r
e
(
1
)
F
B
L
C
2
c
l
i
p
-
S
e
e
S
E
D
B
R
0
6
J
3
A
l
l
w
a
l
l
f
l
a
n
g
e
b
r
a
c
e
s
r
e
q
u
i
r
e
(
1
)
F
B
L
C
2
c
l
i
p
-
S
e
e
S
E
D
B
R
0
6
J
3
0
8
/
2
5
/
2
0
2
2
Part
Frame Member Schedule
Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight Detail
CX007 1 5.0000 .3750 .1345 1'-0" 2'-0" 25'-3 1/8" 594#
RBX018 2 6.0000 .2500 .1345 2'-0" 1'-11" 39'-7 13/16" 1010#
3 6.0000 .3750 .1345 1'-11" 1'-11"
RBX019 4 6.0000 .3750 .1875 1'-11" 3'-4" 23'-0" 851#
5 6.0000 .3750 .1875 3'-4" 1'-4"
RBX020 6 6.0000 .3125 .1644 1'-4" 1'-4" 30'-0" 670#
RBX021 7 6.0000 .3750 .1875 1'-4" 3'-3" 20'-0" 769#
8 6.0000 .3750 .1875 3'-3" 2'-2"
RBX022 9 6.0000 .3750 .1345 2'-2" 2'-2" 40'-8 7/8" 1097#
10 6.0000 .2500 .1345 2'-2" 2'-0"
CX008 11 5.0000 .2500 .1345 1'-0" 2'-0" 16'-10 9/16" 318#
ICX005 12 8.0000 .3750 .1644 8 1/2" 8 1/2" 20'-4 9/16" 532#
ICX006 13 5.0000 .3750 .1345 8 1/2" 8 1/2" 15'-9 1/16" 288#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/4"1/2"2 2 Yes Yes 0097389
B 10 F1852 3/4"2"3/8"4 1 Yes Yes 0097388
C 6 F1852 3/4"2"3/8"2 1 Yes Yes 0097388
D 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389
E 8 F1852 3/4"2 1/2"5/8"2 2 Yes Yes 0097390
1 8 1/2"
Dimension Key
2 4'-0"
3 3'-2"
4 3'-10"
5 1'-4 7/8"
6 2 @ 4'-10 3/8"
7 2 @ 5'-0"
8 2'-4"
Horiz. Clearance between members 1(CX007) and 11(CX008): 150'-7"
Frame Clearances
Vert. Clearance at member 1(CX007): 23'-1 5/8"
Vert. Clearance at member 11(CX008): 16'-10 9/16"
Vert. Clearance at member 12(ICX005): 19'-9 13/16"
Vert. Clearance at member 13(ICX006): 17'-8 5/8"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
52'-0"52'-0"52'-0"
J
BL
B
BL156'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 4
FBLC2
FBLC2
FBLC2
FBLC2
1
GFB2043
GFB2055
GFB2072
GFB2090
2
3
3
@
5
'
-
0
"
4
ES
B
S
A
ES
B
S
B
FB
L
C
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
KM
A
1
WB
B
C
2
WB
B
C
2
(2
)
G
F
B
4
0
1
5
GF
B
2
1
0
4
GF
B
2
1
0
4
GF
B
2
1
0
4
(2
)
G
F
B
2
0
8
6
(2
)
G
F
B
2
0
6
6
GF
B
2
0
6
6
GF
B
2
0
6
6
GF
B
2
0
6
6
(2
)
G
F
B
4
0
1
7
GF
B
2
0
6
6
GF
B
2
0
1
6
GF
B
2
0
1
6
(2
)
G
F
B
3
0
9
6
5
29 @ 5'-0"
6
FBLC2
FBLC2
1
GFB2055
GFB2072
2
3
7
8
26
'
-
0
"
19
'
-
6
"
156'-1 5/8" 0.5000:12
C X 0 0 7
RBX018
RBX019 RBX020
RBX021
RBX022
C
X
0
0
8
IC
X
0
0
5
IC
X
0
0
6
A
B
C
D
C
A
E
E
lo
n
g
s
i
d
e
99'-6"
lo
n
g
s
i
d
e
102'-0"
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D FRAME CROSS SECTION AT FRAME LINE(S) 4
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
11
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = 156 x100x26(HS) Wall 4, Frame 4
13:31:277/25/2022
NOTE:
Roof flange braces between grid J to D require
(2)WBBC2 clips and (1)KMA1 clip - See SED
BR06K3
Roof flange braces between grid D to A require
(1)FBLC2 clip - See SED BR06J3
All wall flange braces require (1)FBLC2 clip -
See SED BR06J3
D
08/25/2022
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail
CX009 1 5.0000 .1875 .1345 1'-0"2'-0"23'-3 1/8"389#
RBX003 2 5.0000 .1875 .1345 1'-4"9"12'-7 5/8"172#
RBX023 3 5.0000 .1875 .1345 9"11"20'-0"233#
4 5.0000 .1875 .1345 11"9"
RBX034 5 5.0000 .1875 .1345 9"1'-0"27'-0"315#
6 5.0000 .1875 .1345 1'-0"9"
RBX004 7 5.0000 .1875 .1345 9"1'-0"25'-8 5/16"301#
8 5.0000 .1875 .1345 1'-0"9"
RBX027 9 5.0000 .1875 .1345 9"1'-0"26'-0 1/4"304#
10 5.0000 .1875 .1345 1'-0"9"
RBX025 11 5.0000 .1875 .1345 9"1'-1"26'-0 1/4"310#
12 5.0000 .1875 .1345 1'-1"9"
RBX026 13 5.0000 .1875 .1345 9"1'-5"16'-0"222#
CX010 14 5.0000 .1875 .1345 1'-0"2'-0"15'-5 5/8"257#
EPX006 15 5.0000 .1345 .1644 1'-0"1'-0"21'-3 5/8"265#BR25A3
EPX007 16 5.0000 .1345 .1644 1'-0"1'-0"20'-1 11/16"251#BR25CA
EPX008 17 5.0000 .1345 .1345 1'-0"1'-0"19'-0 11/16"218#BR25CA
EPX009 18 5.0000 .1345 .1345 1'-0"1'-0"17'-11 11/16"208#BR25CA
EPX010 19 5.0000 .1345 .1345 1'-0"1'-0"16'-9 11/16"192#BR25CA
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/4"1/2"2 2 Yes Yes 0097389
B 6 F1852 3/4"2"3/8"1 2 Yes Yes 0097388
C 14 F1852 3/4"2"3/8"3 4 Yes Yes 0097388
D 4 A325 1/2"1 1/2"3/8"1 1 49080
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
1 8 1/2"
Dimension Key
2 4'-0"
3 3'-2"
4 3'-10"
5 1'-4 7/8"
6 2 @ 4'-10 3/8"
7 2 @ 5'-0"
8 2'-4"
Horiz. Clearance between members 1(CX009) and 14(CX010): 150'-7"
Frame Clearances
Vert. Clearance at member 1(CX009): 23'-9 5/8"
Vert. Clearance at member 14(CX010): 17'-5 5/8"
Vert. Clearance at member 15(EPX006): 23'-3 9/16"
Vert. Clearance at member 16(EPX007): 22'-1 5/8"
Vert. Clearance at member 17(EPX008): 21'-0 5/8"
Vert. Clearance at member 18(EPX009): 19'-11 5/8"
Vert. Clearance at member 19(EPX010): 18'-9 11/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"
J
BL
B
BL
CL
G
CL
F
CL
E
CL
D
CL
C
156'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 5
FBLC2
FBLC2
1
GFB2055
GFB2090
2
3
3
@
5
'
-
0
"
4
DJ
C
2
1
DJ
C
2
1
DJ
C
2
1
DJ
C
2
1
DJ
C
2
1
DJ
C
2
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
FB
L
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
WB
B
C
2
KM
A
1
WB
B
C
2
WB
B
C
2
KM
A
1
DJ
C
2
1
GF
B
2
0
2
2
<
S
>
GF
B
2
0
3
3
GF
B
2
0
2
4
<
S
>
GF
B
2
0
2
5
<
S
>
GF
B
2
0
2
7
GF
B
2
0
4
2
GF
B
2
0
1
6
GF
B
1
1
1
3
GF
B
1
1
1
5
<
S
>
GF
B
2
0
0
1
GF
B
2
0
0
6
GF
B
2
0
0
1
<
S
>
GF
B
1
1
1
4
<
S
>
GF
B
2
0
0
1
GF
B
2
0
0
0
<
S
>
GF
B
1
1
1
5
<
S
>
GF
B
2
0
0
1
GF
B
2
0
0
0
<
S
>
5
29 @ 5'-0"
6
FBLC2
002SB056020056
002SB056020056
002SB056020056
002SB056020056
1
GFB2072
2
3
7
8
26
'
-
0
"
19
'
-
6
"
156'-1 5/8" 0.5000:12
C X 0 0 9
RBX003 RBX023
RBX034
RBX004
RBX027
RBX025
RBX026
C
X
0
1
0
EP
X
0
0
6
EP
X
0
0
7
EP
X
0
0
8
EP
X
0
0
9
EP
X
0
1
0
A B
B
B
B
B
B
C
D
D
D
D
D
102'-0"102'-0"102'-0"102'-0"102'-0"102'-0"102'-0"
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D FRAME CROSS SECTION AT FRAME LINE(S) 5
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
12
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = 156 x100x26(HS) Wall 4, Frame 5
9:49:568/25/2022
NOTE:
Roof flange braces between grid J to D require
(2)WBBC2 clips and (1)KMA1 clip - See SED
BR06K3
Roof flange braces between grid D to A require
(1)FBLC2 clip - See SED BR06J3
All wall flange braces require (1)FBLC2 clip -
See SED BR06J3
08/25/2022
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX015 1 10.0000 .3750 .1644 1'-6"1'-6"24'-10 15/16"1006#
RBX033 2-3 8.0000 .2500 .1875 3'-0"3'-0"20'-7 1/4"885#
CX015 4 10.0000 .3750 .1644 1'-6"1'-6"24'-10 15/16"1006#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia. Length Thick. Out In Bolt
A 16 F1852 3/4" 2 3/4" 3/4" 4 4 Yes Yes 0097391
B 2 F1852 3/4" 2" 3/4" 4 4 Yes Yes 0097388
1 8"
Dimension Key
2 1'-0 1/2"
Horiz. Clearance between members 1(CX015) and 4(CX015): 20'-8"
Frame Clearances
Vert. Clearance at member 1(CX015): 21'-8 1/16"
Vert. Clearance at member 4(CX015): 21'-8 1/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
25'-0"
1123'-8"
3 4
PORTAL FRAME ELEVATION ALONG J
1
HFB3060
1
HFB3060
CX
0
1
5
RBX033
CX
0
1
5
A A
24
'
-
1
0
1
5
/
1
6
"
2
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D PORTAL FRAME ELEVATION ALONG J
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
13
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = 156 x100x26(HS) Wall 4, Frame 3
13:31:307/25/2022
B B
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D PRIMARY BRACING SED'S
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
14
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
13:31:357/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D PRIMARY BRACING SED'S
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
15
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
15:43:477/25/2022 SEDSheet
08/25/2022
1 RKC152 PG1(+) SSR Fixed Clip Location Part Mark Key1 6"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailE100107HS2411415B000.07307"RS14P9, RS14PBE200108ES2411411B000.11308 1/2"RS12PF, RS12PEE307H2411415DDB000.07307"RS14PBE408E2411411DDB000.11308 1/2"RS12PE, RS12PAE500208ES2411411B000.11308 1/2"RS12PH, RS12PAE600308ES2411414B000.07908 1/2"RS12PH, RS12PAE800408ES25054140000.07908 1/2"RS12PH, RS12PAP108Z2811412B5B00.09808 1/2"3'-10 1/2"RS02T1, RS01T1P208Z301141544B00.07308 1/2"2'-10 1/2"RS01T1P308Z301141244B00.09808 1/2"2'-10 1/2"RS01T1P408Z2811413B5B00.08808 1/2"3'-10 1/2"RS02T1, RS01T1P600108ZS2905413B00.08808 1/2"3'-10 1/2"RS02T1, RS01T1
I
d
Q
t
y
M
a
r
k
N
o
S
p
a
c
i
n
g
1
1
9
P
B
A
0
1
0
8
1
'
-
4
7
/
8
"
2
2
3
6
C
P
B
B
0
5
0
1
0
8
(
T
y
p
.
)
5
'
-
0
"
3
8
C
P
B
B
0
5
0
0
0
0
4
'
-
1
0
3
/
8
"
4
1
9
P
B
A
0
5
0
2
4
'
-
1
0
3
/
8
"
5
4
C
P
B
R
A
0
1
1
1
0
2
1
'
-
6
3
/
8
"
6
4
C
P
B
B
0
4
0
4
0
8
4
'
-
2
7
/
8
"
7
9
P
B
A
0
4
0
6
4
'
-
2
7
/
8
"
S
e
e
S
E
D
:
B
R
0
9
K
5
,
B
R
0
9
J
G
,
B
R
0
9
R
Y
,
B
R
0
9
R
Z
,
B
R
0
9
J
R
B
R
0
9
J
H
,
B
R
0
9
K
2
,
B
R
0
9
P
K
,
B
R
0
9
P
H
,
B
R
0
9
Y
2
S
e
c
o
n
d
a
r
y
B
r
a
c
i
n
g
S
c
h
e
d
u
l
e
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
,
S
h
a
p
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_ROOF SECONDARY PLAN.dwg
7
/
2
5
/
2
0
2
2
1
4
:
5
9
:
0
5
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
f
j
i
a
n
g
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
R
O
O
F
S
E
C
O
N
D
A
R
Y
P
L
A
N
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
1
5
N
T
S
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
B
L
5
4
B
L
3
2
B
L
1
BL
J G F E D C
BL
B
BL
A
R
O
O
F
S
E
C
O
N
D
A
R
Y
P
L
A
N
762
762
7
762
7625
1
1
2
R
1
B
2
2
R
1
B
1
+
+
+
+
+
+
431
431
41
431
431
41
431
431
41
431
4321
11111111111
11111111111
1
R
1
B
4
1
R
1
B
3
1
R
1
B
2
1
R
1
B
1
E
8
P
6
(
T
y
p
.
)
E
6
P
4
(
T
y
p
.
)
1
2
4
'
-
6
"
2
5
'
-
0
"
1
5
0
'
-
6
"
15'-0"
E
5
P
1
(
T
y
p
.
)
E
1
E
4
P
3
P
3
P
3
P
2
(
T
y
p
.
)
E
3
E
4
P
2
(
T
y
p
.
)
E
3
E
2
P
1
(
T
y
p
.
)
E
1
1
2
4
'
-
6
"
2
5
'
-
0
"
2
5
'
-
0
"
2
4
'
-
6
"
1
1
0
0
'
-
0
"
156'-0"
6
'
-
0
"
+
+
+
+
+
+
+
+
H
I
G
H
-
S
I
D
E
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1
6
0
8
/
2
5
/
2
0
2
2
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D ROOF SECONDARY SED'S (a)
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
17
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
13:31:387/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D ROOF SECONDARY SED'S (b)
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
18
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
13:31:397/25/2022 SEDSheet
08/25/2022
1 JTG1 2 PG1 3 GC5 4 J36 5 J3 6 G2 7 G4 8 J4 9 G6 10 G8 11 J7 12 J9 13 J10 14 J11 15 GFA106 (AT BOTH SIDES, ONE SIDE SENT FOR LINER AT COLUMN)16 GFA306 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)17 GFA206 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)18 GFA300 19 GCE051062 (CLIP TO CLIP CONNECTION WITH DJC22 SHOWN ON FRAME CROSS SECTION)(DETAIL WS20B4 IS S
I
M
I
L
A
R
)
20 G83 21 G84 22 G67 23 G68 24 005SP050020100 (REFER TO DETAIL WS14AX)Part Mark Key 1 4'-0"2 3'-2"3 2'-4"4 2"5 2'-6"6 3'-6"7 4'-6"8 6"9 1'-8 1/2"10 7 1/2"11 2'-7"12 1'-5"Dimension Key Secondary Part ScheduleMark Part Thick. Depth Lap DetailG12 08Z2505417GG00 0.0600 8 1/2" WS01K2G13 08C0611417GG00 0.0600 8 1/2" WS01K2, WS20F2G14 08Z0611417GG00 0.0600 8 1/2" WS01K2, WS20F2G15 08C2505412GG00 0.0980 8 1/2" WS01K2G16 08Z2505414GG00 0.0790 8 1/2" WS01K2G17 08Z2505416GG00 0.0680 8 1/2" WS01K2G18 00408ZS230971700 0.0600 8 1/2" WSR001, WS01K2G19 00108CS230811500 0.0730 8 1/2" WSR001, WS01K2G2 08C0111417GG00 0.0600 8 1/2" WS20F2, WS01K2G20 00508ZS230531300 0.0880 8 1/2" WSR001, WS01K2G21 00608ZS230251300 0.0880 8 1/2" WSR001, WS01K2G22 00708ZS221171500 0.0730 8 1/2" WSR001, WS01K2G4 08Z0111417GG00 0.0600 8 1/2" WS20F2, WS01K2G6 08C0211417GG00 0.0600 8 1/2" WS20F2, WS01K2G67 00208ZS010141700 0.0600 8 1/2" WSR001X, WS20F2G68 00908ZS010141700 0.0600 8 1/2" WSR001X, WS20F2G69 01408ZS131141700 0.0600 8 1/2" WSR001X, WS20F2G7 08C0511417GG00 0.0600 8 1/2" WS01K2, WS20F2G71 00408CS050071700 0.0600 8 1/2" WSR001, WS20F2G72 01608ZS040861700 0.0600 8 1/2" WSR001, WS20F2G73 00508CS210301500 0.0730 8 1/2" WS04E2, WS01K2G74 08C2505415GG00 0.0730 8 1/2" WS01K2G8 08Z0211417GG00 0.0600 8 1/2" WS01K2, WS20F2G83 01708ZS000801700 0.0600 8 1/2" WSR001, WS20F2G84 00808CS000801700 0.0600 8 1/2" WSR001, WS20F2G9 08Z0511417GG00 0.0600 8 1/2" WS01K2, WS20F2H1 00108JS1600017 0.0600 8 1/2" WS20F9H2 00208JS0500017 0.0600 8 1/2" WS20F9H3 02108JS1100017 0.0600 8 1/2" WS20F9J10 01208JS0101117 0.0600 8 1/2" WS20B4, WS20H2J11 01308JS0111017 0.0600 8 1/2" WS20B4, WS20H2J19 02208JS1404217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8J20 02308JS1404217 0.0600 8 1/2" WS20F9, WS20F2, WS20B2, WS20B8J3 00508JS0103117 0.0600 8 1/2" WS20B4, WS20H2J34 01808JS1501617 0.0600 8 1/2" WS20F9, WS20F2, WS20B1, WS20B8 J36 01708JS0210017 0.0600 8 1/2" WS20FB, WS20B1, WS20H2J4 00608JS0105617 0.0600 8 1/2" WS20B4, WS20H2J6 00808JS0203217 0.0600 8 1/2" WS20B4, WS20H2J7 00908JS0110417 0.0600 8 1/2" WS20B2, WS20H2J9 01108JS0010717 0.0600 8 1/2" WS20B4, WS20H2
F
r
a
m
e
d
O
p
e
n
i
n
g
L
o
c
a
t
i
o
n
s
I
d
W
i
d
t
h
H
e
i
g
h
t
S
i
l
l
H
t
.
F
r
a
m
e
T
o
D
i
m
e
n
.
D
e
s
c
r
i
p
t
i
o
n
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
B
L
J
a
m
b
-
L
1
8
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
B
L
J
a
m
b
-
L
7
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
1
J
a
m
b
-
L
1
4
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
1
J
a
m
b
-
L
3
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
2
J
a
m
b
-
L
6
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
2
J
a
m
b
-
L
1
7
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
3
J
a
m
b
-
L
1
3
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
3
J
a
m
b
-
L
2
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
,
W
a
l
l
=
1
,
S
h
a
p
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
,
W
a
l
l
=
1
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT 1.dwg
8
/
1
7
/
2
0
2
2
1
4
:
1
8
:
1
0
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
f
j
i
a
n
g
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
1
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
N
T
S
2
1
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
1
F
O
1
F
O
1
F
O
1
F
O
1
FO1
F
O
1
FO1FO1 1716161616162W1B0122222211111BL BBLA
1
6
1
6
1
8
1
8
1
7
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
1
5
15151515
1
W
1
B
5
1
W
1
B
4
1
W
1
B
3
2
222
22
32
32
32
32
2
2
2
2
2
2
1
1
1
1
1
W
1
B
2
2
22
22
32
32
32
32
2
2
2
2
2
2
1
1
1
1
1W1B
1
2
2
32
32 3232
2
2
22
2
21
1
1
11W1B0 2323232322222221111 CCL
D
C
L
E
C
L
F
C
L
G
C
L
B
L
J
NBVP - MasonryNBVP - Masonry
N
B
V
P
-
M
a
s
o
n
r
y
N
B
V
P
-
M
a
s
o
n
r
y
N
B
V
P
-
M
a
s
o
n
r
y
NBVP - MasonryNBVP - Masonry
1
7
1
'
-
0
"
14'-0"1211'-0"11 54109875'-0"21 G692320222120J19J20H319'-6"18'-10 1/2"15'-0"14'-0"
7
'
-
6
"
5
'
-
0
"
6
'
-
0
"
5
'
-
0
"
5
6
5
'
-
0
"
6
'
-
0
"
5
'
-
0
"
6
'
-
6
"
6
'
-
6
"
5
'
-
0
"
6'-0"5'-0"655'-0"6'-0"5'-0"7'-6"
7
'
-
6
"
1
6
'
-
0
"
5
6
1
6
'
-
0
"
6
'
-
6
"
6
'
-
6
"
16'-0"6516'-0"7'-6"5432@5'-0"21
G
2
2
G
2
1
G
2
0
G
1
9
G
1
8
G
1
7
(
T
y
p
.
)
G
1
6
G
1
5
G
1
2
G
7
4
G
1
4
7
6
G
1
3
14
1311
11
4
J34
J34
4
H
2
H
2
H
1
G
1
2
G
7
4
1
0
G
9
G
7
9
12
11
11
4
J34
J34
4
H
2
H
2
H
1
G7410
G
9
G
7
9
J6
8
J34
J34 4
4
H
2
H2H1 G737G72G716 54J34J344H2H2H1
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
26'-
0
"
26'-0"
26'-0"
19'-6"
1
5
6
'
-
0
"
19
19
2424
1
9
0
8
/
2
5
/
2
0
2
2
1 PG1 2 GC5 3 JTG1Part Mark Key 1 6"2 4'-0"3 3'-2"4 2'-4"5 8"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG2308Z2511417B1000.06008 1/2"10 1/2"WSR001, WS01G3G2408C2411416BD000.06808 1/2"WS01G2, WS01G3G2508C2411413DD000.08808 1/2"WS01G2G2608Z261141711000.06008 1/2"10 1/2"WS01G3G2708C2411416DD000.06808 1/2"WS01G2G2800808ZS2504417000.06008 1/2"WSR001, WS20F2, WS21D5J1201408JS05016170.06008 1/2"WS20F2, WS20B1, WS20B8J1301508JS05016170.06008 1/2"WS20B1, WS20B8
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
,
W
a
l
l
=
2
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT B (a).dwg
7
/
2
5
/
2
0
2
2
1
7
:
2
0
:
5
4
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
f
j
i
a
n
g
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
B
(
a
)
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
2
2
N
T
S
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
B
1
W
2
B
4
3
1
W
2
B
3
21
21
1
W
2
B
2
1W2B1CL
4
C
L
3
C
L
2
C
L
C
L
B
L
1
BL 5
N
B
V
P
-
M
a
s
o
n
r
y
N
B
V
P
-
M
a
s
o
n
r
y
5
8
'
-
4
"
1
6
'
-
0
"
42@5'-0"32
G
2
3
(
T
y
p
.
)
G
2
4
G
2
8
G
2
6
(
T
y
p
.
)
G
2
7
J13
J12
G
2
6
(
T
y
p
.
)
G
2
5
G24G23(Typ.)
1
2
4
'
-
6
"
2
5
'
-
0
"
2
5
'
-
0
"
24'-6"1 19'-6"
1
0
0
'
-
0
"
2
0
0
8
/
2
5
/
2
0
2
2
1 JTG1 2 PG1 3 GC5 4 J36 5 J7 6 J10 7 J11 8 G2 9 G4 10 J9 11 G6 12 G8 13 J37 14 J14 15 J17 16 GFA206 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)17 GFA300 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)18 GFA106 19 GFA306 (AT BOTH SIDES, ONE SIDE SENT FOR LINER)20 GCE051062 (CLIP TO CLIP CONNECTION WITH DJC21 SHOWN ON FRAME CROSS SECTION)(DETAIL WS20B4 SIMI
L
A
R
)
21 GCE051073 (CLIP TO CLIP CONNECTION WITH DJC22 SHOWN ON FRAME CROSS SECTION)(DETAIL WS20B4 SIMI
L
A
R
)
Part Mark Key 1 4'-0"2 3'-2"3 3'-10"4 2'-6"5 3'-6"6 1'-2"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG1208Z2505417GG000.06008 1/2"WS01K2G1308C0611417GG000.06008 1/2"WS20F2, WS01K2G1408Z0611417GG000.06008 1/2"WS20F2, WS01K2G1508C2505412GG000.09808 1/2"WS01K2G1608Z2505414GG000.07908 1/2"WS01K2G1708Z2505416GG000.06808 1/2"WS01K2G1800408ZS2309717000.06008 1/2"WSR001, WS01K2G1900108CS2308115000.07308 1/2"WSR001, WS01K2G208C0111417GG000.06008 1/2"WSR001, WS20F2, WS01K2G2000508ZS2305313000.08808 1/2"WSR001, WS01K2G2100608ZS2302513000.08808 1/2"WSR001, WS01K2G2200708ZS2211715000.07308 1/2"WSR001, WS01K2G3001008ZS0503417000.06008 1/2"WSR001, WS20F2G3100208CS0501017000.06008 1/2"WSR001, WS20F2G3201108ZS0409117000.06008 1/2"WSR001, WS20F2G408Z0111417GG000.06008 1/2"WS01K2, WS20F2G608C0211417GG000.06008 1/2"WS20F2, WS01K2G708C0511417GG000.06008 1/2"WS20F2, WS01K2G7408C2505415GG000.07308 1/2"WS01K2G7500608CS2211215000.07308 1/2"WSR001, WS01K2G808Z0211417GG000.06008 1/2"WS01K2, WS20F2G908Z0511417GG000.06008 1/2"WS01K2, WS20F2H100108JS16000170.06008 1/2"WS20F9H200208JS05000170.06008 1/2"WS20F9J1001208JS01011170.06008 1/2"WS20B4, WS20H2J1101308JS01110170.06008 1/2"WS20B4, WS20H2J1401608JS01050170.06008 1/2"WS20B4, WS20H2J1701908JS01023170.06008 1/2"WS20B4, WS20H2J3401808JS15016170.06008 1/2"WS20FB, WS20F9, WS20F2, WS20B1, WS20B8J3500308JS15016170.06008 1/2"WS20F9, WS20F2, WS20B1, WS20B8J3601708JS02100170.06008 1/2"WS20FB, WS20F9, WS20B1, WS20H2J3700408JS02032170.06008 1/2"WS20B4, WS20H2J700908JS01104170.06008 1/2"WS20B2, WS20H2J901108JS00107170.06008 1/2"WS20B4, WS20H2
F
r
a
m
e
d
O
p
e
n
i
n
g
L
o
c
a
t
i
o
n
s
I
d
W
i
d
t
h
H
e
i
g
h
t
S
i
l
l
H
t
.
F
r
a
m
e
T
o
D
i
m
e
n
.
D
e
s
c
r
i
p
t
i
o
n
F
O
1
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
2
J
a
m
b
-
L
1
8
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
2
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
4
J
a
m
b
-
L
1
7
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
3
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
3
J
a
m
b
-
L
1
4
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
4
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
5
J
a
m
b
-
L
1
3
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
5
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
3
J
a
m
b
-
L
3
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
6
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
5
J
a
m
b
-
L
2
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
7
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
2
J
a
m
b
-
L
7
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
F
O
8
5
'
-
0
"
2
'
-
0
"
1
5
'
-
2
"
4
J
a
m
b
-
L
6
'
-
6
"
5
0
2
0
W
i
n
d
o
w
F
O
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
,
W
a
l
l
=
3
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT 5.dwg
8
/
1
7
/
2
0
2
2
1
4
:
5
3
:
2
2
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
n
f
o
r
d
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
5
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
2
3
N
T
S
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
5
F
O
8
F
O
7
F
O
6
F
O
5
F
O
4
F
O
3
F
O
2
F
O
1
1
9
1
7
1
7
1
6
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1
8
1918191817181716
1
W
3
B
5
2
32
32
32
32
2
2
2
2
2
2
1
1
1
1
1
1
W
3
B
4
2
2
32
32
32
32
2
2
2
2
2
2
1
1
1
1
1
W
3
B
3
222
22
32
32
32
32
2
2
2
2
2
2
1
1
1
1
1
W
3
B
2
2
2
22
22
32
32
32
32
2
2
2
2
2
2
1
1
1
1
1
W
3
B
1
1W3B0
C
C
L
D
C
L
E
C
L
F
C
L
GCL
B
L
B
BL J
N
B
V
P
-
M
a
s
o
n
r
y
N
B
V
P
-
M
a
s
o
n
r
y
N
B
V
P
-
M
a
s
o
n
r
y
N
B
V
P
-
M
a
s
o
n
r
y
NBVP - Masonry
6
614'-0"
6
614'-0"
6
614'-0"
6
614'-0"
7
'
-
6
"
5
'
-
0
"
6
'
-
0
"
5
'
-
0
"
4
5
5
'
-
0
"
6
'
-
0
"
5
'
-
0
"
6
'
-
6
"
6
'
-
6
"
5
'
-
0
"
6
'
-
0
"
5
'
-
0
"
5
4
5
'
-
0
"
6
'
-
0
"
5
'
-
0
"
7
'
-
6
"
7
'
-
6
"
1
6
'
-
0
"
4
5
1
6
'
-
0
"
6
'
-
6
"
6
'
-
6
"
1
6
'
-
0
"
5
4
1
6
'
-
0
"
7
'
-
6
"
32@2'-6"2@5'-0"21
G
7
5
G
3
2
9
G
3
1
8
G
3
0
15
J35
J34
4
4
H
2
H
2
H
1
G
7
4
G
9
1
2
1
1
G
7
14
13
J34
J34
4
4
H
2
H
2
H
1
G
1
2
G
7
4
G
9
1
2
1
1
G
7
105
5
4
J34
J34
4
H
2
H
2
H
1
G
1
2
G
7
4
9
G
1
4
G
1
3
8
7
6
5
5
4
J34
J34
4
H
2
H
2
H
1
G
1
7
(
T
y
p
.
)
G
1
6
G
1
5
G22G21G20G19G18
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
26'-0"
19'-6"
26'-0"
1
5
6
'
-
0
"
21
20
2
1
0
8
/
2
5
/
2
0
2
2
1 6"2 4'-0"3 3'-2"4 3'-10"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG2308Z2511417B1000.06008 1/2"10 1/2"WSR001, WS01G3G2408C2411416BD000.06808 1/2"WSR001, WS01G2G2508C2411413DD000.08808 1/2"WS01G2G2608Z261141711000.06008 1/2"10 1/2"WS01G3
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
,
W
a
l
l
=
4
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT J.dwg
7
/
2
5
/
2
0
2
2
1
7
:
2
2
:
5
1
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
n
f
o
r
d
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
J
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
N
T
S
2
2
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
J
1
W
4
B
4
1
W
4
B
3
1
W
4
B
2
1W4B1
C
L
4
C
L
3
C
L
2
C
L
CL
B
L
5
BL 1
N
B
V
P
-
M
a
s
o
n
r
y
43@5'-0"32
G
2
4
G
2
3
(
T
y
p
.
)
G
2
6
(
T
y
p
.
)
G
2
5
G
2
6
(
T
y
p
.
)
G
2
5
G24G23(Typ.)
1
2
4
'
-
6
"
2
5
'
-
0
"
2
5
'
-
0
"
24'-6"1 26'-0"
1
0
0
'
-
0
"
0
8
/
2
5
/
2
0
2
2
1 JTG1 2 PG1 3 G2 4 G4 5 GFA200 6 GFA106Part Mark Key 1 2'-10"2 2'-0"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG208C0111417GG000.06008 1/2"WS20F2, WS01K2G3708C0311417GG000.06008 1/2"WS20F2, WS01K2G408Z0111417GG000.06008 1/2"WS20F2, WS01K2G4308Z0311417GG000.06008 1/2"WS20F2, WS01K2G4608Z2405417GG000.06008 1/2"WSR001, WS01K2G5708C2308417GU000.06008 1/2"WS28D1, WS01K2G5908Z2308417GU000.06008 1/2"WS28D1, WS01K2G708C0511417GG000.06008 1/2"WS20F2, WS01K2G908Z0511417GG000.06008 1/2"WS20F2, WS01K2H100108JS16000170.06008 1/2"WS20F9J3301008JS17042170.06008 1/2"WS20F9, WS20F2, WS20B2, WS20B8, WS01K2
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
,
W
a
l
l
=
1
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT D.dwg
7
/
2
5
/
2
0
2
2
1
8
:
1
5
:
1
5
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
f
j
i
a
n
g
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
D
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
2
5
N
T
S
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
D
6
5
5
6
5
5
6
5
5
1P1B0
22
22
22
22
1
1
1
1
2
2
2
2
1
1
1
1
1
1
1
1
CL
B
L
5
BL 1
N
B
V
P
-
M
a
s
o
n
r
y
14'-0"
14'-0"
2
9
'
-
6
"
1
6
'
-
0
"
7
'
-
0
"
1
6
'
-
0
"
31'-6"24'-8"5'-0"17'-2"
G
4
6
G
4
6
G59
G
5
9
G59
G
5
9
G
4
3
G
9
4
G
4
3
G
5
9
G59
G
4
3
G
9
4
G
4
3
G
5
7
G57
G
3
7
G
7
3
G
3
7
J33
J33
J33
J33
H
1
H
1
21'-8"
2
5
'
-
0
"
2
5
'
-
0
"
2
5
'
-
0
"
25'-0"21'-8"
1
0
0
'
-
0
"
666
6
6
6
6
P
A
R
T
I
T
I
O
N
W
A
L
L
A
T
D
GIRTS CONNECTS TOSYMMETRICAL SHOPWELDED CLIP AT EACHRAFTER WEB.
G
I
R
T
S
C
O
N
N
E
C
T
S
T
O
S
Y
M
M
E
T
R
I
C
A
L
S
H
O
P
W
E
L
D
E
D
C
L
I
P
A
T
E
A
C
H
R
A
F
T
E
R
W
E
B
.
G
I
R
T
S
C
O
N
N
E
C
T
S
T
O
S
Y
M
M
E
T
R
I
C
A
L
S
H
O
P
W
E
L
D
E
D
C
L
I
P
A
T
E
A
C
H
R
A
F
T
E
R
W
E
B
.
GIRTS CONNECTS TOSYMMETRICAL SHOPWELDED CLIP ATENDPOST FLANGE
G
I
R
T
S
C
O
N
N
E
C
T
S
T
O
S
Y
M
M
E
T
R
I
C
A
L
S
H
O
P
W
E
L
D
E
D
C
L
I
P
A
T
E
N
D
P
O
S
T
F
L
A
N
G
E
2
3
0
8
/
2
5
/
2
0
2
2
1 6"2 4'-0"3 3'-2"4 4'-6"5 2'-2 1/2"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG2308Z2511417B1000.06008 1/2"10 1/2"WSR001, WS01G3G5008C2505413BD000.08808 1/2"WSR001, WS01G2G5108Z2605417B1000.06008 1/2"10 1/2"WSR001, WS01G3G5208C2411413BD000.08808 1/2"WSR001, WS01G2G6300308ZS2411417000.06008 1/2"10 1/2"WSR001, WS01G2
S
h
a
p
e
N
a
m
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
,
W
a
l
l
=
2
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ERD\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT A.dwg
7
/
2
5
/
2
0
2
2
1
8
:
1
5
:
4
5
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
n
f
o
r
d
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
A
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
N
T
S
2
4
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
A
2
W
2
B
2
2
W
2
B
1
C
L
2
C
L
CL
B
L
1
BL 3
N
B
V
P
-
M
a
s
o
n
r
y
545'-0"32
G
2
3
(
T
y
p
.
)
G
5
2
G
6
3
G
5
1
(
T
y
p
.
)
G
5
0
1
2
4
'
-
6
"
2
5
'
-
0
"
1 18'-10 1/2"
5
0
'
-
6
"
0
8
/
2
5
/
2
0
2
2
1 GFA206 2 1XP07002100, W/GCR051030 3 005SP050020100(SEE DETAIL WS14BX)Part Mark Key 1 4'-0"2 3'-2"3 4'-6"4 2'-10"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG6901408ZS1311417000.06008 1/2"WSR001, WSR001XG8100308CS1304017000.06008 1/2"WSR001, WSR001XG8201308ZS1304017000.06008 1/2"WSR001, WS14BX
S
h
a
p
e
N
a
m
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
,
W
a
l
l
=
3
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_SECONDARY ELEVATION AT 3.dwg
8
/
1
7
/
2
0
2
2
1
7
:
5
8
:
0
7
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
f
j
i
a
n
g
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
3
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
2
8
N
T
S
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
A
T
3
1
1
1
1
2
W
3
B
0
B
L
A
B
L
B
N
B
V
P
-
M
a
s
o
n
r
y
435'-0"21
G
8
2
G
8
1
G
6
9
(
T
y
p
.
)
18'-10 1/2"
19'-6"
1
5
'
-
0
"
3
2
B
B
S
E
E
D
E
T
A
I
L
W
S
1
4
A
X
S
E
C
T
I
O
N
A
-
A
C
E
E
S
E
C
T
I
O
N
F
O
R
S
H
I
M
P
L
A
T
E
R
E
F
E
R
E
N
C
E
BL BL SIDE WALL CEEGIRT AT MAINBUILDING END WALL CEEGIRT AT LEAN-TO BUILDING1XP07002100(L-SHAPE)SHIP-LOOSESPACER PLATE GCR0510301BETWEEN GIRT WEB AND1XP PLATESECTION B-B
W
S
1
4
B
X
W
S
R
0
0
1
X
2
5
W
S
R
0
0
1
X
0
8
/
2
5
/
2
0
2
2
1 JTG1 2 VCC05403100 3 PG1 4 006SB060030083 5 J40 6 J41 7 G78 8 G54 9 G79 10 G77 11 GCE051060Part Mark Key 1 4'-0"2 3'-2"3 4'-6"4 2'-2 1/2"5 3'-6"Dimension Key Secondary Part ScheduleMarkPartThick.DepthLapDetailG5408Z0206017GP000.06008 1/2"WS14A2, WS20F2G7708C0206017GP000.06008 1/2"WS14A2, WS20F2G7801208ZS0302417000.06008 1/2"WS14A2, WS20F2G7900708CS0302417000.06008 1/2"WS14A2, WS20F2G8001508ZS1403017000.06008 1/2"WS14A2H402608JS08000170.06008 1/2"WS20F9J2302708JS09102170.06008 1/2"WS20F9, WS20F2, WS20B2, WS20B8J2402808JS03104170.06008 1/2"WS20B2, WS20H2J4002408JS01006170.06008 1/2"WS20H2J4102508JS01047170.06008 1/2"WS20H2J3800708JS04027170.06008 1/2"J3902008JS05024170.06008 1/2"
S
h
a
p
e
N
a
m
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
,
W
a
l
l
=
1
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_WALL SECONDARY ELEVATION PARTITION OR MI
S
C
.
1
.
d
w
g
8
/
1
8
/
2
0
2
2
1
1
:
2
9
:
1
1
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
f
j
i
a
n
g
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
W
A
L
L
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
P
A
R
T
I
T
I
O
N
O
R
M
I
S
C
.
1
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
3
0
N
T
S
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
W
A
L
L
S
E
C
O
N
D
A
R
Y
E
L
E
V
A
T
I
O
N
P
A
R
T
I
T
I
O
N
O
R
M
I
S
C
.
1
2
P
1
B
0
43
43
2
33
33
33
2
2
33
3
3
1
2
2
1
1
2
2
1
B
L
B
B
L
A
C
M
U
S
t
e
m
W
a
l
l
10'-0"
5
8
'
-
0
"
5
435'-0"21
G
8
0
G
8
0
1
0
9
8
7
6
5
J24
J24
J23
J23
H
4
7 1/2"18'-10 1/2"
1
5
'
-
0
"
19'-6"
18'-10 1/2"
1
5
'
-
0
"
1
1
F
I
E
L
D
L
O
C
A
T
E
J
3
8
A
N
D
J
3
9
.
F
I
E
L
D
D
R
I
L
L
(
2
)
9
/
1
6
"
D
I
A
.
H
O
L
E
S
I
N
P
U
R
L
I
N
A
N
D
E
A
V
E
S
T
R
U
C
T
L
O
W
E
R
F
L
A
N
G
E
S
.
U
S
E
(
2
)
1
/
2
"
x
1
1
/
2
"
A
3
2
5
B
O
L
T
S
(
4
9
0
8
0
)
A
T
E
A
C
H
E
N
D
O
F
J
3
8
A
N
D
J
3
9
F
O
R
C
O
N
N
E
C
T
I
O
N
.
F
I
E
L
D
L
O
C
A
T
E
A
N
D
F
I
E
L
D
D
R
I
L
L
(
2
)
9
/
1
6
"
D
I
A
.
H
O
L
E
S
I
N
W
E
B
O
F
J
3
8
A
N
D
J
3
9
F
O
R
0
0
6
S
B
0
6
0
0
3
0
0
8
3
C
L
I
P
C
O
N
N
E
C
T
I
O
N
.
U
S
E
(
2
)
1
/
2
"
x
1
1
/
2
"
A
3
2
5
B
O
L
T
S
(
4
9
0
8
0
)
F
O
R
C
O
N
N
E
C
T
I
O
N
.
J
3
8
J
3
9
2
6
0
8
/
2
5
/
2
0
2
2
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL SECONDARY SED'S (a)
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
27
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
13:31:517/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL SECONDARY SED'S (b)
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
28
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
13:31:537/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL SECONDARY SED'S
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
29
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
13:30:358/18/2022 SEDSheet
08/25/2022
Id
Covering Schedule
Qty Start Length Qty Stagger LengthType Gage OP Fin.Color
#53 13 26'-2 7/8"13 31'-2 7/8"SSR 24 2 G TD
#52 76 30'-4"77 30'-4"SSR 24 2 G TD
#60 26 30'-4 1/8"25 25'-4 1/8"SSR 24 2 G TD
#55 26 25'-4"25 25'-4"SSR 24 2 G TD
#54 13 11'-2 3/4"12 16'-2 3/4"SSR 24 2 G TD
Oper. Code:2=SQ,SQ
Finish:G=Galvalume
Color:TD=Standard Color
Id
Trim Schedule
Parts Color Details
T1 EA2R,FPRF1 Cool Ebony RC38N2
T2 MCC1 Cool Ebony RC38AJ
T3 EA2L,FPRF1 Cool Ebony RC38N2
T4 EA2R,FPRF1 Cool Ebony RC38N2
Qty
Accessory Schedule
Color Description Detail
6 Cool Ebony 3070 PR/LR Door Trim Kit (500/700 Series)
1 1'-0" Starter Panel (Cut Dim. = 1'-1")
Dimension Key
detailed for a UL90 rating Construction #113 or 113A
- The roof panels on this project has been"
Ice Damming Conditions Exist
15
6
'
-
0
"
100'-0"
1
26
'
-
2
7
/
8
"
31
'
-
2
7
/
8
"
(26)#53
1
30
'
-
4
"
30
'
-
4
"
(51)#52
30
'
-
4
"
30
'
-
4
"
(51)#52
30
'
-
4
1
/
8
"
25
'
-
4
1
/
8
"
(51)#60
25
'
-
4
"
25
'
-
4
"
(51)#55
30
'
-
4
"
30
'
-
4
"
(51)#52
11
'
-
2
3
/
4
"
16
'
-
2
3
/
4
"
(25)#54
T1
T2 T2
15
'
-
0
"
T3 T4
ROOF COVERING PLAN
A BL
B BL
C
D
E
F
G
J BL
1
BL
2 3
BL
4 5
BL
50'-6"49'-6"
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D ROOF COVERING PLAN
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
30
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Shape = 15x50'-6"x19'-6"(HS)
13:48:158/18/2022
08/25/2022
Liner/Soffit ScheduleIdQtyTypeLengthGageOPFinishColorDirectionCut#5734PR17'-0 3/4"261KGGLeft to Right#5634PR15'-4"261KGGLeft to Right#4917PR19'-0 1/4"261KGGLeft to Right#891PR6'-0"261KGGLeft to Right#8517PR15'-2 1/2"261KGGLeft to Right#8317PR19'-2"261KGGLeft to RightOper. Code:1=SQ, SQFinish:K=KXL (Kynar)Color:GG=Cool Granite Gray
L
i
n
e
r
T
r
i
m
S
c
h
e
d
u
l
e
I
d
P
a
r
t
s
C
o
l
o
r
D
e
t
a
i
l
s
T
1
(
1
1
)
J
T
1
0
M
a
t
c
h
R
o
o
f
C
o
l
o
r
W
C
6
1
A
8
T
2
(
4
)
J
T
1
0
M
a
t
c
h
R
o
o
f
C
o
l
o
r
W
C
6
1
A
8
Fastener SchedulePartDescription0097584-112(T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
S
h
a
p
e
N
a
m
e
=
1
5
6
x
1
0
0
x
2
6
(
H
S
)
,
S
h
a
p
e
=
1
5
x
5
0
'
-
6
"
x
1
9
'
-
6
"
(
H
S
)
J
O
B
N
O
D
A
T
E
D
R
A
W
N
/
C
H
E
C
K
P
A
G
E
B
U
I
L
D
E
R
C
U
S
T
O
M
E
R
L
O
C
A
T
I
O
N
P
R
O
J
E
C
T
B
U
I
L
D
E
R
S
P
O
#
D
A
T
E
R
E
V
B
Y
D
E
S
C
R
I
P
T
I
O
N
V
P
B
U
I
L
D
I
N
G
S
V
A
R
C
O
P
R
U
D
E
N
A
B
l
u
e
S
c
o
p
e
S
t
e
e
l
C
o
m
p
a
n
y
a
d
i
v
i
s
i
o
n
o
f
B
l
u
e
S
c
o
p
e
B
u
i
l
d
i
n
g
s
N
o
r
t
h
A
m
e
r
i
c
a
,
I
n
c
.
T
H
E
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
A
N
D
/
O
R
E
R
E
C
T
O
R
I
S
S
O
L
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
A
C
C
U
R
A
T
E
G
O
O
D
Q
U
A
L
I
T
Y
W
O
R
K
M
A
N
S
H
I
P
I
N
E
R
E
C
T
I
N
G
T
H
I
S
B
U
I
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
I
S
D
R
A
W
I
N
G
,
D
E
T
A
I
L
S
R
E
F
E
R
E
N
C
E
D
I
N
T
H
I
S
D
R
A
W
I
N
G
,
A
L
L
A
P
P
L
I
C
A
B
L
E
V
P
B
U
I
L
D
I
N
G
S
E
R
E
C
T
I
O
N
G
U
I
D
E
S
,
A
N
D
I
N
D
U
S
T
R
Y
S
T
A
N
D
A
R
D
S
P
E
R
T
A
I
N
I
N
G
T
O
P
R
O
P
E
R
E
R
E
C
T
I
O
N
,
I
N
C
L
U
D
I
N
G
T
H
E
C
O
R
R
E
C
T
U
S
E
O
F
T
E
M
P
O
R
A
R
Y
B
R
A
C
I
N
G
.
THE VP ENGINEER'S SEAL APPLIES ONLY
T
O
T
H
E
WORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP. THE VP ENGINEER'S SEAL DOES NOT
A
P
P
L
Y
TO THE PERFORMANCE OR DESIGN OF AN
Y
OTHER PRODUCT OR COMPONENT FURNIS
H
E
D
BY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIE
D
B
Y
VP.FILENAME: C:\Users\fjiang\OneDrive - BlueScope\Desktop\22-012241-01\ECKed\CedarpointFinalR5.vpc1_ROOF LINER PLAN.dwg
8
/
1
8
/
2
0
2
2
1
4
:
0
9
:
1
2
S
A
V
E
D
A
T
E
:
S
A
V
E
T
I
M
E
:
L
A
S
T
S
A
V
E
D
B
Y
:
n
f
o
r
d
V
P
C
V
E
R
S
I
O
N
:
V
P
B
u
i
l
d
i
n
g
s
3
2
0
0
P
l
a
y
e
r
s
C
l
u
b
C
i
r
c
l
e
M
e
m
p
h
i
s
T
N
3
8
1
2
5
D
T
H
I
S
D
R
A
W
I
N
G
,
I
N
C
L
U
D
I
N
G
T
H
E
I
N
F
O
R
M
A
T
I
O
N
H
E
R
E
O
N
,
R
E
M
A
I
N
S
T
H
E
P
R
O
P
E
R
T
Y
O
F
V
P
B
U
I
L
D
I
N
G
S
.
I
T
I
S
P
R
O
V
I
D
E
D
S
O
L
E
L
Y
F
O
R
E
R
E
C
T
I
N
G
T
H
E
B
U
I
L
D
I
N
G
D
E
S
C
R
I
B
E
D
I
N
T
H
E
A
P
P
L
I
C
A
B
L
E
P
U
R
C
H
A
S
E
O
R
D
E
R
A
N
D
M
A
Y
B
E
R
E
P
R
O
D
U
C
E
D
O
N
L
Y
F
O
R
T
H
A
T
P
U
R
P
O
S
E
.
I
T
S
H
A
L
L
N
O
T
B
E
M
O
D
I
F
I
E
D
,
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
F
O
R
A
N
Y
O
T
H
E
R
P
U
R
P
O
S
E
W
I
T
H
O
U
T
P
R
I
O
R
W
R
I
T
T
E
N
A
P
P
R
O
V
A
L
O
F
V
P
B
U
I
L
D
I
N
G
S
.
R
O
O
F
L
I
N
E
R
P
L
A
N
2
0
2
2
.
1
b
T
i
t
a
n
S
t
e
e
l
R
e
x
b
u
r
g
,
I
d
a
h
o
C
e
d
a
r
p
o
i
n
t
F
i
n
a
l
2
2
-
0
1
2
2
4
1
-
0
1
0
7
/
2
5
/
2
0
2
2
F
J
J
L
P
N
T
S
3
4
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
B
L
5
4
B
L
3
2
B
L
1
BLJ G F E D C BLB BLA
(
V
i
e
w
f
r
o
m
o
u
t
s
i
d
e
B
u
i
l
d
i
n
g
)
R
O
O
F
L
I
N
E
R
P
L
A
N
T2
T2
T2
15'-0"
T1
T1
T1
T1
T1
(
1
7
)
#
8
3
(
1
7
)
#
8
5
#
8
9
(
1
7
)
#
4
9
(
3
4
)
#
5
6
(
3
4
)
#
5
7
1
0
0
'
-
0
"
156'-0"
3
1
N
O
T
E
:
(
1
)
#
8
9
S
E
N
T
F
O
R
T
H
I
S
A
R
E
A
I
F
N
E
E
D
E
D
,
F
O
R
A
N
Y
F
I
E
L
D
C
U
T
T
I
N
G
M
I
S
H
A
P
S
,
F
I
E
L
D
C
U
T
A
S
R
E
Q
U
I
R
E
D
T
O
F
I
T
.
0
8
/
2
5
/
2
0
2
2
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Increment Direction
#79 34 W 5'-7 1/2"26 F K GZ Left to Right
#1 3 W 12'-5"26 1 K GG 1 1/2"Left to Right
#3 4 W 5'-8 1/2"26 1 K GG 1 1/2"Left to Right
#2 3 W 13'-3 1/2"26 1 K GG 1 1/2"Left to Right
#5 5 W 6'-7"26 1 K GG 1 1/2"Left to Right
#4 5 W 14'-3 1/2"26 1 K GG 1 1/2"Left to Right
#7 4 W 7'-10"26 1 K GG 1 1/2"Left to Right
#6 3 W 15'-5"26 1 K GG 1 1/2"Left to Right
#9 5 W 8'-8 1/2"26 1 K GG 1 1/2"Left to Right
#8 20 W 16'-5"26 1 K GG 1 1/2"Left to Right
#39 2 W 5'-7 1/2"26 F K GZ Left to Right
#61 1 W 11'-9 1/2"26 1 K GG Left to Right
#59 3 W 4'-10"26 1 K GG 1 1/2"Left to Right
#64 1 W 12'-3 1/2"26 1 K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (0.5)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 (0.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T3 (0.9)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T4 (4.0)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T5 DFT12,DFT05,HTS14,HTS03 Cool Ebony WC24A2
T6 DFT05,JT05 Cool Ebony WC24A1
T7 HTS05 Cool Ebony WC31A2X
T8 HT05 Cool Ebony WC24A4X
T9 (16)RFR10-130,(8)RKF20,(16)RSB10,(16)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5
T10 DFT12,JT12 Cool Ebony WC24A1
T11 CT20,CT05 Cool Ebony WC20A1
T12 DFT12,HTS12 Cool Ebony WC24A2
T13 (2)RFR10-130,RKF16,(2)RSB10,(2)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5
T14 DFT12,JT12 Cool Ebony WC24A1
T15 CT20 Cool Ebony WC20A1
T16 (0.1)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T17 (0.2)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
Part
Fastener Schedule
Description
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
1 2'-7"
Dimension Key
2 1'-5"
NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - MasonryNBVP - Masonry NBVP - Masonry
156'-0"
19
'
-
6
"
26
'
-
0
"
B
BL
J
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#79
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#79
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(5)#79
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#79
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(20)#79
2'
-
0
"
12
'
-
5
"
12
'
-
6
1
/
2
"
12
'
-
8
"
(3)#1
5'
-
8
1
/
2
"
5'
-
1
0
"
5'
-
1
1
1
/
2
"
6'
-
1
"
(4)#3
13
'
-
3
1
/
2
"
13
'
-
5
"
13
'
-
6
1
/
2
"
(3)#2
6'
-
7
"
6'
-
8
1
/
2
"
6'
-
1
0
"
6'
-
1
1
1
/
2
"
7'
-
1
"
(5)#5
14
'
-
3
1
/
2
"
14
'
-
5
"
14
'
-
6
1
/
2
"
14
'
-
8
"
14
'
-
9
1
/
2
"
(5)#4
7'
-
1
0
"
7'
-
1
1
1
/
2
"
8'
-
1
"
8'
-
2
1
/
2
"
(4)#7
15
'
-
5
"
15
'
-
6
1
/
2
"
15
'
-
8
"
(3)#6
8'
-
8
1
/
2
"
8'
-
1
0
"
8'
-
1
1
1
/
2
"
9'
-
1
"
9'
-
2
1
/
2
"
(5)#9
16
'
-
5
"
16
'
-
6
1
/
2
"
16
'
-
8
"
16
'
-
9
1
/
2
"
16
'
-
1
1
"
17
'
-
0
1
/
2
"
17
'
-
2
"
17
'
-
3
1
/
2
"
17
'
-
5
"
17
'
-
6
1
/
2
"
17
'
-
8
"
17
'
-
9
1
/
2
"
17
'
-
1
1
"
18
'
-
0
1
/
2
"
18
'
-
2
"
18
'
-
3
1
/
2
"
18
'
-
5
"
18
'
-
6
1
/
2
"
18
'
-
8
"
18
'
-
9
1
/
2
"
(20)#8
T1 T2 T2T3 T4
T5 T5 T5 T5
T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6 T6
T7 T7 T7 T7 T7 T7 T7 T7
T8 T8 T8 T8 T8 T8 T8 T8
T 9
T1
0
T1
0
T1
0
T1
0
T1
0
T1
0
T1
0
T1
0
T1
1
15'-0"
18
'
-
1
0
1
/
2
"
19
'
-
6
"
A
BL
B
BL
5'
-
7
1
/
2
"
#39
5'
-
7
1
/
2
"
#39
2'
-
0
"
11
'
-
9
1
/
2
"
#61
4'
-
1
0
"
4'
-
1
1
1
/
2
"
5'
-
1
"
(3)#59
12
'
-
3
1
/
2
"
#64
T12
T 1 3
T1
4
T1
4
T1
5
171'-0"
1 11'-0"2 7'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"59'-6"
COVERING ELEVATION AT 1
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT 1
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
32
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 1, Shape = 15x50'-6"x19'-6"(HS), Wall = 1
14:36:158/18/2022
T16 T17
08/25/2022
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Direction
#50 32 W 5'-7 1/2"26 F K GZ Left to Right
#63 5 W 11'-8 5/8"26 1 K GG Left to Right
#65 17 W 12'-8"26 1 K GG Left to Right
#22 2 W 11'-5 5/8"26 1 K GG Left to Right
#37 10 W 11'-8 5/8"26 1 K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (4.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 DFT10,JT07 Cool Ebony WC24A1
T3 DFT10,HTS10 Cool Ebony WC24A2
T4 (2)EF20A,EF12A,(5)RFR10-130 Cool Ebony RC03A2,RC31A1,RCV536,WC04G1,WC11F1
T5 CT20 Cool Ebony WC20A1
T6 (5.1)TRMX02 Cool Granite Gray WC61GA
T7 ICF20 Cool Ebony WC21A1
T8 (1.7)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T9 (ALTERNATE TRIM COLOR SENT)DFT10,JT07 Cool Zinc Gray WC24A1
T10 (ALTERNATE TRIM COLOR SENT)DFT10,HTS10 Cool Zinc Gray WC24A2
T11 (ALTERNATE TRIM COLOR SENT)ICF16 Cool Granite Gray WC21A1
T12 (ALTERNATE TRIM COLOR SENT)ICF10 Cool Zinc Gray WC21A1
Part
Fastener Schedule
Description
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry NBVP - Masonry
100'-0"
19
'
-
6
"
5
BL
1
BL
(22)#50
(5)#63
(10)#50
2'
-
0
"
(17)#65 (2)#22 (10)#37
T1
T2
/
T
9
T2
/
T
9
T3/T10
T4
T5
T6
T7
T8
66'-0"8'-4"25'-8"
COVERING ELEVATION AT B
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT B
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
33
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 2
14:51:158/18/2022
T1
1
T1
2
NOTE:
(3)W03000261KGG (Id #5000) SENT FOR
BEAM PENETRATION FOR LEAN-TO RAFTERS
IF REQUIRED. REFER TO DETAIL WC82A1
08/25/2022
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Increment Direction
#51 34 W 5'-7 1/2"26 F K GZ Left to Right
#21 20 W 18'-9 1/2"26 1 K GG -1 1/2"Left to Right
#32 5 W 9'-2 1/2"26 1 K GG -1 1/2"Left to Right
#24 3 W 15'-8"26 1 K GG -1 1/2"Left to Right
#34 4 W 8'-2 1/2"26 1 K GG -1 1/2"Left to Right
#30 5 W 14'-9 1/2"26 1 K GG -1 1/2"Left to Right
#36 5 W 7'-1"26 1 K GG -1 1/2"Left to Right
#31 3 W 13'-6 1/2"26 1 K GG -1 1/2"Left to Right
#38 4 W 6'-1"26 1 K GG -1 1/2"Left to Right
#33 3 W 12'-8"26 1 K GG -1 1/2"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (4.0)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 (0.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T3 (0.9)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T4 (0.5)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T5 DFT12,DFT05,HTS14,HTS03 Cool Ebony WC24A2
T6 DFT05,JT05 Cool Ebony WC24A1
T7 HTS05 Cool Ebony WC31A2X
T8 HT05 Cool Ebony WC24A4X
T9 (16)RFR10-130,(8)RKF20,(16)RSB10,(16)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5
T10 DFT12,JT12 Cool Ebony WC24A1
T11 CT20,CT05 Cool Ebony WC20A1
Part
Fastener Schedule
Description
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry
156'-0"
26
'
-
0
"
19
'
-
6
"
J
BL
B
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(20)#51
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#51
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(5)#51
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#51
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#51
2'
-
0
"
18
'
-
9
1
/
2
"
18
'
-
8
"
18
'
-
6
1
/
2
"
18
'
-
5
"
18
'
-
3
1
/
2
"
18
'
-
2
"
18
'
-
0
1
/
2
"
17
'
-
1
1
"
17
'
-
9
1
/
2
"
17
'
-
8
"
17
'
-
6
1
/
2
"
17
'
-
5
"
17
'
-
3
1
/
2
"
17
'
-
2
"
17
'
-
0
1
/
2
"
16
'
-
1
1
"
16
'
-
9
1
/
2
"
16
'
-
8
"
16
'
-
6
1
/
2
"
16
'
-
5
"
(20)#21
9'
-
2
1
/
2
"
9'
-
1
"
8'
-
1
1
1
/
2
"
8'
-
1
0
"
8'
-
8
1
/
2
"
(5)#32
15
'
-
8
"
15
'
-
6
1
/
2
"
15
'
-
5
"
(3)#24
8'
-
2
1
/
2
"
8'
-
1
"
7'
-
1
1
1
/
2
"
7'
-
1
0
"
(4)#34
14
'
-
9
1
/
2
"
14
'
-
8
"
14
'
-
6
1
/
2
"
14
'
-
5
"
14
'
-
3
1
/
2
"
(5)#30
7'
-
1
"
6'
-
1
1
1
/
2
"
6'
-
1
0
"
6'
-
8
1
/
2
"
6'
-
7
"
(5)#36
13
'
-
6
1
/
2
"
13
'
-
5
"
13
'
-
3
1
/
2
"
(3)#31
6'
-
1
"
5'
-
1
1
1
/
2
"
5'
-
1
0
"
5'
-
8
1
/
2
"
(4)#38
12
'
-
8
"
12
'
-
6
1
/
2
"
12
'
-
5
"
(3)#33
T1 T2 T2T3 T4
T5 T5 T5 T5
T6 T6T6T6 T6 T6T6T6 T6 T6T6T6 T6 T6T6T6
T7T7 T7T7 T7T7 T7T7
T8T8 T8T8 T8T8 T8T8
T9
T1
0
T1
0
T1
0
T1
0
T1
0
T1
0
T1
0
T1
0
T1
1
59'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"7'-6"
COVERING ELEVATION AT 5
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT 5
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
34
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 3
15:28:408/18/2022
08/25/2022
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Direction
#10 34 W 5'-7 1/2"26 F K GZ Left to Right
#35 34 W 19'-2"26 1 K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (6.7)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 (10)HSEP1,(10)RFR10-130,(5)RKF20 Cool Ebony RCV420,RCV421,RCV422,RCV423,RCV531
Part
Fastener Schedule
Description
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry
100'-0"
26
'
-
0
"
1
BL
5
BL
(34)#10
2'
-
0
"
(34)#35
T1
T2
COVERING ELEVATION AT J
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT J
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
35
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 4
15:32:568/18/2022
08/25/2022
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Direction
#23 26 W 5'-7 1/2"26 F K GZ Left to Right
#48 26 W 13'-11 3/4"26 1 K GG Left to Right
#62 8 W 6'-10 3/4"26 1 K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry
100'-0"
21
'
-
8
"
1
BL
5
BL
(11)#23 (4)#23 (11)#23
2'
-
0
"
(11)#48
(4)#62
(4)#48
(4)#62
(11)#48
T1T1 T2T2 T3T3
T4 T4
T5
T6T6
T7T7T8T8T8T8
T9 T9 T9 T9
31'-6"16'-0"7'-0"16'-0"29'-6"
COVERING ELEVATION AT D
(PARTITION WALL AT D)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT D
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
36
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 1
15:37:128/18/2022
Trim Schedule
Parts Color Details
T1 (2.1)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 (0.5)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T3 (2.0)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T4 DFT12,DFT05,HTS14,HTS03 Cool Granite Gray WC24A2
T5 (10)TRMX02,(7)HT14,HT05 Cool Granite Gray WC61JX,WCV060
T6 ICF16 Cool Granite Gray WC21A1
T7 ICF10 Cool Zinc Gray WC21A1
T8 DFT10,JT07 Cool Zinc Gray WC24A1
T9 DFT10,JT07 Cool Granite Gray WC24A1
08/25/2022
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Direction
#70 17 W 5'-7 1/2"26 F K GZ Left to Right
#71 17 W 12'-0 1/2"26 1 K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Part
Fastener Schedule
Description
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry
T3
50'-6"
18
'
-
1
0
1
/
2
"
3
BL
1
BL
(17)#70
2'
-
0
"
(17)#71
T1
T2
COVERING ELEVATION AT A
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT A
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
37
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 15x50'-6"x19'-6"(HS), Wall = 2
15:48:078/18/2022
Trim Schedule
Parts Color Details
T1 (2)EF20A,EF12A,(6)RFR10-130 Cool Ebony RC03A2,RC31A1,RCV536,WC04G1,WC11F1
T2 CT20 Cool Ebony WC20A1
T3 (3.4)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
08/25/2022
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Increment Direction
#74 5 W 5'-7 1/2"26 F K GZ Left to Right
#75 5 W 12'-3 1/2"26 1 K GG -1 1/2"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (2)RFR10-130,RKF16,(2)RSB10,(2)RSC10 Cool Ebony RC10A1,RC30A1,RS10L5
T2 BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
Part
Fastener Schedule
Description
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry
T2
15'-0"
19
'
-
6
"
18
'
-
1
0
1
/
2
"
B
BL
A
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(5)#74
2'
-
0
"
12
'
-
3
1
/
2
"
12
'
-
2
"
12
'
-
0
1
/
2
"
11
'
-
1
1
"
11
'
-
9
1
/
2
"
(5)#75
T1
COVERING ELEVATION AT 3
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT 3
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
38
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 15x50'-6"x19'-6"(HS), Wall = 3
15:50:018/18/2022
08/25/2022
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Increment Direction
#82 4 W 5'-7 1/2"26 F K GZ Left to Right
#81 2 W 11'-3 3/4"26 C K GG 1 1/2"Left to Right
#84 1 W 8'-5 3/4"26 C K GG Left to Right
#86 2 W 11'-8 1/4"26 C K GG 1 1/2"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:C=SQ,LF
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (0.2)BG2415 G30 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 DFT10,HTS10 Cool Granite Gray WC24A2
T3 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060
T4 DFT10,JT07 Cool Zinc Gray WC24A1
T5 DFT05,JT05 Cool Granite Gray WC24A1
T6 ICF12 Cool Granite Gray WC21A1
T7 ICF10 Cool Zinc Gray WC21A1
T8 ICF16 Cool Granite Gray WC21A1
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
1 3'-6"
Dimension Key
CMU Stem Wall
15'-0"
18
'
-
1
0
1
/
2
"
19
'
-
6
"
A
BL
B
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(2)#82
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(2)#82
2'
-
0
"
11
'
-
3
3
/
4
"
11
'
-
5
1
/
4
"
(2)#81
8'
-
5
3
/
4
"
#84
11
'
-
8
1
/
4
"
11
'
-
9
3
/
4
"
(2)#86
T1 T1
T2
T 3
T4 T4
T5 T5
T6
T7 T7
T8
1 8'-0"1
COVERING ELEVATION AT PARTITION OR MISC. 1
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING ELEVATION AT PARTITION OR MISC. 1
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
39
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 15x50'-6"x19'-6"(HS), Wall = 1
15:51:328/18/2022
08/25/2022
Id
Wall Liner Schedule
Qty Type Length Gage OP Finish Color Increment Direction
#11 17 PR 5'-7 1/2"26 F K GZ Left to Right
#12 3 PR 16'-0 1/2"26 D K GG -1 1/2"Left to Right
#13 4 PR 8'-7"26 D K GG -1 1/2"Left to Right
#14 3 PR 15'-2"26 D K GG -1 1/2"Left to Right
#15 5 PR 7'-8 1/2"26 D K GG -1 1/2"Left to Right
#16 5 PR 14'-2"26 D K GG -1 1/2"Left to Right
#17 4 PR 6'-5 1/2"26 D K GG -1 1/2"Left to Right
#18 3 PR 13'-0 1/2"26 D K GG -1 1/2"Left to Right
#19 5 PR 5'-7"26 D K GG -1 1/2"Left to Right
#20 3 PR 12'-0 1/2"26 D K GG -1 1/2"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:D=SQ,RT
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 JT07 Cool Zinc Gray WC24A1,WCV060
T2 JT07 Cool Granite Gray WC24A1,WCV060
T3 HTS14,HTS03 Cool Granite Gray WC31A2X
T4 JT05 Cool Granite Gray WC24A1,WCV060
T5 HTS05 Cool Granite Gray WC31A2X
T6 HT05 Cool Granite Gray WC24A4X
T7 (5)NLTB10,NLTB05,(3)TA10 Cool Granite Gray WC61A4X,WCV060
T8 (2)JT10 Cool Zinc Gray WC61A8
T9 (3)JT10 Cool Granite Gray WC61A8
T10 (4)JT10 Cool Granite Gray WC61A8
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Open
NBVP - Other
156'-0"
19
'
-
6
"
26
'
-
0
"
J
BL
B
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#11
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#11
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(5)#11
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#11
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#11
16
'
-
0
1
/
2
"
15
'
-
1
1
"
15
'
-
9
1
/
2
"
(3)#12
8'
-
7
"
8'
-
5
1
/
2
"
8'
-
4
"
8'
-
2
1
/
2
"
(4)#13
15
'
-
2
"
15
'
-
0
1
/
2
"
14
'
-
1
1
"
(3)#14
7'
-
8
1
/
2
"
7'
-
7
"
7'
-
5
1
/
2
"
7'
-
4
"
7'
-
2
1
/
2
"
(5)#15
14
'
-
2
"
14
'
-
0
1
/
2
"
13
'
-
1
1
"
13
'
-
9
1
/
2
"
13
'
-
8
"
(5)#16
6'
-
5
1
/
2
"
6'
-
4
"
6'
-
2
1
/
2
"
6'
-
1
"
(4)#17
13
'
-
0
1
/
2
"
12
'
-
1
1
"
12
'
-
9
1
/
2
"
(3)#18
5'
-
7
"
5'
-
5
1
/
2
"
5'
-
4
"
5'
-
2
1
/
2
"
5'
-
1
"
(5)#19
12
'
-
0
1
/
2
"
11
'
-
1
1
"
11
'
-
9
1
/
2
"
(3)#20
T1T1T1T1T1T1T1T1
T2T2T2T2T2T2T2T2
T3T3T3T3
T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4
T5T5T5T5T5T5T5T5
T6T6T6T6T6T6T6T6
T7
T7
T8T8T8T8
T9T9T1
0
T1
0
7'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"59'-6"
WALL LINER ELEVATION AT 1
(View from inside Building)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL LINER ELEVATION AT 1
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
40
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 1
15:54:148/18/2022
08/25/2022
Id
Wall Liner Schedule
Qty Type Length Gage OP Finish Color Direction
#25 32 PR 5'-7 1/2"26 F K GZ Left to Right
#87 32 PR 11'-9"26 1 K GG Left to Right
#90 2 PR 11'-6"26 1 K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 HTS10 Match Wall Color WC31A2X
T2 (2)JT10 Cool Zinc Gray WC61A8
T3 (3)JT10 Cool Granite Gray WC61A8
T4 (5.0)TRMX01,(2.5)GAGLNX001 Cool Granite Gray WC61HX
T5 (5.1)TRMX01 Cool Granite Gray WC61MX
T6 ICF10 Cool Zinc Gray WC21A1
T7 ICF16 Cool Granite Gray WC21A1
T8 JT07 Cool Zinc Gray WC24A1,WCV060
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Open
NBVP - Other
100'-0"
19
'
-
6
"
19
'
-
6
"
1
BL
5
BL
(9)#25 (23)#25
(9)#87 (2)#90 (23)#87
T1
T2T2T2
T3T3T3
T4T5
T6 T6
T7 T7
T8T8
66'-0"8'-4"25'-8"
WALL LINER ELEVATION AT B
(View from inside Building)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL LINER ELEVATION AT B
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
41
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 2
8:54:248/19/2022
08/25/2022
Id
Wall Liner Schedule
Qty Type Length Gage OP Finish Color Increment Direction
#29 17 PR 5'-7 1/2"26 F K GZ Left to Right
#27 3 PR 11'-10"26 C K GG 1 1/2"Left to Right
#40 4 PR 5'-1 1/2"26 C K GG 1 1/2"Left to Right
#41 3 PR 12'-8 1/2"26 C K GG 1 1/2"Left to Right
#42 5 PR 6'-0"26 C K GG 1 1/2"Left to Right
#43 5 PR 13'-8 1/2"26 C K GG 1 1/2"Left to Right
#44 4 PR 7'-3"26 C K GG 1 1/2"Left to Right
#45 3 PR 14'-10"26 C K GG 1 1/2"Left to Right
#46 5 PR 8'-1 1/2"26 C K GG 1 1/2"Left to Right
#47 3 PR 15'-10"26 C K GG 1 1/2"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:C=SQ,LF
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 JT07 Cool Zinc Gray WC24A1,WCV060
T2 JT07 Cool Granite Gray WC24A1,WCV060
T3 HTS14,HTS03 Cool Granite Gray WC31A2X
T4 JT05 Cool Granite Gray WC24A1,WCV060
T5 HTS05 Cool Granite Gray WC31A2X
T6 HT05 Cool Granite Gray WC24A4X
T7 (5)NLTB10,NLTB05,(3)TA10 Cool Granite Gray WC61A4X,WCV060
T9 (2)JT10 Cool Zinc Gray WC61A8
T10 (4)JT10 Cool Granite Gray WC61A8
T11 (3)JT10 Cool Granite Gray WC61A8
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Open
NBVP - Other
156'-0"
26
'
-
0
"
19
'
-
6
"
B
BL
J
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#29
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#29
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(5)#29
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#29
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(3)#29
11
'
-
1
0
"
11
'
-
1
1
1
/
2
"
12
'
-
1
"
(3)#27
5'
-
1
1
/
2
"
5'
-
3
"
5'
-
4
1
/
2
"
5'
-
6
"
(4)#40
12
'
-
8
1
/
2
"
12
'
-
1
0
"
12
'
-
1
1
1
/
2
"
(3)#41
6'
-
0
"
6'
-
1
1
/
2
"
6'
-
3
"
6'
-
4
1
/
2
"
6'
-
6
"
(5)#42
13
'
-
8
1
/
2
"
13
'
-
1
0
"
13
'
-
1
1
1
/
2
"
14
'
-
1
"
14
'
-
2
1
/
2
"
(5)#43
7'
-
3
"
7'
-
4
1
/
2
"
7'
-
6
"
7'
-
7
1
/
2
"
(4)#44
14
'
-
1
0
"
14
'
-
1
1
1
/
2
"
15
'
-
1
"
(3)#45
8'
-
1
1
/
2
"
8'
-
3
"
8'
-
4
1
/
2
"
8'
-
6
"
8'
-
7
1
/
2
"
(5)#46
15
'
-
1
0
"
15
'
-
1
1
1
/
2
"
16
'
-
1
"
(3)#47
T1T1T1T1T1T1T1T1
T2T2T2T2T2T2T2T2
T3T3T3T3
T4T4 T4T4T4T4T4T4T4T4T4T4T4T4T4T4
T5 T5T5T5T5T5T5T5
T6 T6T6T6T6T6T6T6
T 7
T7
T9T9T9T9
T1
0
T1
0
T1
1
T1
1
52'-0"7'-6"16'-0"6'-0"16'-0"13'-0"16'-0"6'-0"16'-0"7'-6"
WALL LINER ELEVATION AT 5
(View from inside Building)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL LINER ELEVATION AT 5
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
42
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 156 x100x26(HS), Wall = 3
8:56:498/19/2022
08/25/2022
Id
Wall Liner Schedule
Qty Type Length Gage OP Finish Color Increment Direction
#58 2 PR 5'-7 1/2"26 F K GZ Left to Right
#26 1 PR 11'-8 1/2"26 D K GG Left to Right
#28 3 PR 4'-6"26 D K GG -1 1/2"Left to Right
#66 1 PR 11'-2 1/2"26 D K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:D=SQ,RT
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 HTS12 Cool Granite Gray WC31A2X
T2 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060
T3 ICF10 Cool Zinc Gray WC21A1
T4 ICF12 Cool Granite Gray WC21A1
T5 JT07 Cool Zinc Gray WC24A1,WCV060
T6 JT07 Cool Granite Gray WC24A1,WCV060
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Open
NBVP - Other
15'-0"
18
'
-
1
0
1
/
2
"
19
'
-
6
"
B
BL
A
BL
5'
-
7
1
/
2
"
#58
5'
-
7
1
/
2
"
#58
11
'
-
8
1
/
2
"
#26
4'
-
6
"
4'
-
4
1
/
2
"
4'
-
3
"
(3)#28
11
'
-
2
1
/
2
"
#66
T1
T2
T3
T4
T5
T5
T6T6
2'-7"11'-0"1'-5"
WALL LINER ELEVATION AT 1
(View from inside Building)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL LINER ELEVATION AT 1
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
43
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 15x50'-6"x19'-6"(HS), Wall = 1
9:00:108/19/2022
08/25/2022
Id
Wall Liner Schedule
Qty Type Length Gage OP Finish Color Direction
#69 17 PR 5'-7 1/2"26 F K GZ Left to Right
#72 17 PR 11'-2 3/4"26 1 K GG Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (2)JT10 Cool Zinc Gray WC61A8
T2 (3)JT10 Cool Granite Gray WC61A8
T3 (5.1)TRMX01,(2.5)GAGLNX001 Cool Granite Gray WC61HX
T4 ICF10 Cool Zinc Gray WC21A1
T5 ICF12 Cool Granite Gray WC21A1
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Open
NBVP - Other
50'-6"
18
'
-
1
0
1
/
2
"
18
'
-
1
0
1
/
2
"
1
BL
3
BL
(17)#69
(17)#72
T1
T2
T3
T4
T5
WALL LINER ELEVATION AT A
(View from inside Building)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL LINER ELEVATION AT A
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
44
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 15x50'-6"x19'-6"(HS), Wall = 2
9:06:508/19/2022
08/25/2022
Id
Wall Liner Schedule
Qty Type Length Gage OP Finish Color Increment Direction
#73 5 PR 5'-7 1/2"26 F K GZ Left to Right
#67 5 PR 11'-2 1/2"26 C K GG 1 1/2"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:C=SQ,LF
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060
T2 ICF10 Cool Zinc Gray WC21A1
T3 ICF12 Cool Granite Gray WC21A1
T4 ICF16 Cool Granite Gray WC21A1
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
Open
NBVP - Other
15'-0"
19
'
-
6
"
18
'
-
1
0
1
/
2
"
A
BL
B
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(5)#73
11
'
-
2
1
/
2
"
11
'
-
4
"
11
'
-
5
1
/
2
"
11
'
-
7
"
11
'
-
8
1
/
2
"
(5)#67
T 1
T2
T2
T3
T4
WALL LINER ELEVATION AT 3
(View from inside Building)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL LINER ELEVATION AT 3
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
45
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 15x50'-6"x19'-6"(HS), Wall = 3
9:07:378/19/2022
08/25/2022
Id
Wall Liner Schedule
Qty Type Length Gage OP Finish Color Increment Direction
#88 4 PR 5'-7 1/2"26 F K GZ Left to Right
#77 2 PR 11'-6 1/2"26 1 K GG -1 1/2"Left to Right
#78 1 PR 8'-2 1/2"26 1 K GG Left to Right
#80 2 PR 11'-0 1/4"26 1 K GG -1 1/2"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Color:GG=Cool Granite Gray
Id
Trim Schedule
Parts Color Details
T1 HTS10 Cool Granite Gray WC31A2X
T2 (0.8)TA10,(2)NLTB10 Cool Granite Gray WC61A4X,WCV060
T3 JT05 Cool Granite Gray WC24A1,WCV060
T4 ICF10 Cool Zinc Gray WC21A1
T5 ICF12 Cool Granite Gray WC21A1
T6 ICF16 Cool Granite Gray WC21A1
T7 JT07 Cool Zinc Gray WC24A1,WCV060
Part
Fastener Schedule
Description
0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-112 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
OpenNBVP - Other
15'-0"
18
'
-
1
0
1
/
2
"
19
'
-
6
"
B
BL
A
BL
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(2)#88
5'
-
7
1
/
2
"
5'
-
7
1
/
2
"
(2)#88
11
'
-
6
1
/
2
"
11
'
-
5
"
(2)#77
8'
-
2
1
/
2
"
#78
11
'
-
0
1
/
4
"
10
'
-
1
0
3
/
4
"
(2)#80
T1
T2
T3T3
T4T4
T5
T6
T7T7
3'-6"8'-0"3'-6"
WALL LINER ELEVATION PARTITION OR MISC. 1
(View from inside Building)
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D WALL LINER ELEVATION PARTITION OR MISC. 1
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
46
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = 15x50'-6"x19'-6"(HS), Wall = 1
9:08:248/19/2022
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING & TRIM SED'S
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
47
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
7:53:288/22/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING & TRIM SED'S
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
48
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
7:53:308/22/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING & TRIM SED'S
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
49
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
7:53:318/22/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D COVERING & TRIM SED'S
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
50
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
7:53:338/22/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D B-081465
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
51
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
19:34:487/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D B-081765
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
52
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
19:35:357/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D S-081766
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
53
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
19:41:027/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D S-081767
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
54
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
19:41:447/25/2022 SEDSheet
08/25/2022
VPC VERSION:
FILENAME:
JOBNO
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDERS PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
A BlueScope Steel Company
a division of BlueScope Buildings North America, Inc.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE
ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,
REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD
QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,
DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND
INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF
TEMPORARY BRACING.
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE
WORK PRODUCT OF VP AND DESIGN AND
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP. THE VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED
BY VP EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
VP.
D S-090028
Titan Steel
Rexburg, Idaho
Cedarpoint Final
22-012241-01
07/25/2022
FJ
55
CedarpointFinalR5.vpc1
2022.1bNTS
JLP
FOR CONSTRUCTION
19:42:317/25/2022 SEDSheet
08/25/2022
Design Code: 2018 International Building Code
Risk Category =II [see ASCE 7 Table 1.5-1]
Roof Loads:
standing seam metal roofing 1.2
1/2" plywood or OSB 1.7
10" batt insulation (R-30)1.0
wood joists at 24" o.c.3.0
1/2" gypboard 2.2
mechanical/miscellaneous 5.9
DL =15.0 psf LL joist LL beam TL
Roof Snow Load, SL =35 psf L/360 L/360 L/240
Roof Live Load, Lr =20 psf L/360 L/360 L/240
Floor Loads:
floor coverings 5.0
3/4" plywood or OSB 2.5
wood joists at 16" o.c.3.5
10" batt insulation (R-30)1.0
1/2" gypboard 2.2
mechanical/miscellaneous 0.8
DL =15.0 psf LL joist LL beam TL
LL (office + partition) =65 psf L/480 L/360 L/240
LL (corridors) =80 psf L/480 L/360 L/240
Exterior Walls:
siding 4.0
1/2" plywood or OSB 1.7
2x wood studs at 16" o.c.1.2
6" batt insulation (R-25)1.5
5/8" gypboard 2.8
miscellaneous 3.8
DL =15.0 psf L/240
Interior Walls:
5/8" gypboard 2.8
1/2" plywood or OSB (where occurs)1.7
2x wood studs at 16" o.c.1.2
5/8" gypboard 2.8
miscellaneous 1.5
DL =10.0 psf L/240
Design Gravity Loads
deflection limits
deflection limits
deflection limits
deflection limits
1 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Design Code: 2018 International Building Code
Risk Category =II [see ASCE 7 Table 1.5-1]
Seismic Loads:
Equivalent Lateral Force Procedure
1.00
D
Mapped Spectral Response Accelerations:
S1 .................0.142 g
SS .................0.370 g
Design Spectral Response Accelerations:
SD1 .................0.219 g
SDS .................0.371 g
D
Seismic Force-Resisting System(s):
.................
R .................6.5
Ωo .................3
Cd .................4
Cs .................0.057
Seismic Design Category .......................................
Lateral System
Design Lateral Loads
Light-frame (wood) walls sheathed
with wood structural panels rated
Analysis Procedure: ...............................................
Importance Factor ..................................................
Site Class ...............................................................
2 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Design Code: 2018 International Building Code
Risk Category =II [see ASCE 7 Table 1.5-1]
Foundation Design:
Conventional Spread Footings
Presumptive Load-Bearing Values (Table 1806.2)
1500 psf
100 pcf
0.25
36 inches
Foundation Design
Frost Depth............
Allowable Bearing Pressure............
Passive Pressure............
Foundation Type .............................................
Design Basis:
Source ..........................................................
Sliding Coefficient............
3 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
4 of 48
J
1
2
3
4
5
FG
J FG
1
2
3
4
5
OPEN
OPEN
OPEN
GT
GT
WJ1
WJ
1
WJ1
TYPICAL FLOOR SHEATHING:
3/4" APA RATED FLOOR SHEATHING W/ 10d
COMMON NAILS AT 6" O.C. AT PANEL EDGES /
BOUNDARY AND AT 12" O.C. IN THE FIELD.
B1
B5
B3 B2B1B2B2
B1
B3
B1
B1
B1
B1
B1
B2
B1
B1
B1
B1
B1
B5
B1
B2
B1
J
1
2
3
4
5
FG
J FG
1
2
3
4
5
B1
B1
B1
B1
B1
B1
B1
B1
B1
TYPICAL FLOOR SHEATHING:
3/4" APA RATED FLOOR SHEATHING W/ 10d
COMMON NAILS AT 6" O.C. AT PANEL EDGES /
BOUNDARY AND AT 12" O.C. IN THE FIELD.
B8
B1
B1
B1 B1
B1
B1
WJ2
B7
WJ
2
B2
B8
B6
B6
B6
B6
B4
OPEN
OPEN
B7
WJ
2
B
7
B
7
B7
5
6.
6.6.
5
6.
5
5
5
6.
5
6.
6.
5
5
5
5
5
6.
5
5
5
5 5 5 5
P2
P2
P2
B1
B1
P1
P1 P2
P2
B7
P2
5
P2
P2
P2
B1 B1
P5 P4P1
WJ
1
C
P1P1
GT
P1
GT
P1 P2
B1
B1P1
P1
P2
P4 P4
B1
B1
P1 P1
P1
GT
C
P3 P3
3
3
2
3
3
3
3
2
3
3
P1
P1 P1
P2 P2P2
1
11
6
11
7
11 6
11
7
4
410
7
5
5
5
4
8
57
5
4 4
B2
Bx
B2 B4 B2
PREFAB FLOOR TRUSSES
AT 16" O.C.
PREFAB FLOOR TRUSSES
AT 16" O.C.
PREFAB FLOOR TRUSSES
AT 16" O.C.
PREFAB FLOOR TRUSSES
AT 16" O.C.
C
P5
B3
P4 P4
213
TYP
208
216
209
205
212 211 207
TYP
208
212
TYP
208
207
216
209
TYP
205
213
TYP
208
215 214
202
203
206
201 209
203
210
204
203 204
209 210
201
202
214
203
206
210
4
5 5
B4B3
5 P1
204
P1
5
5
C
B9
B9
12
B6
B6
OPEN11
6
B118
B102
B104
B103
B108
B101 B105B101B101
B105 B105 B105 B105B101
B105
B107
B107
B107
B107
B107
B107
B107 B107 B107
B106
B107
B107
B107
B109
B111
B112
B113
B119
B112B111
B114
B116
B117
B117
CALCULATION KEY PLAN
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
GRAVITY
DESIGN
5 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:J3 DL(psf) LL(psf) LL w(plf) TL w(plf) RDL = 166 lbs
Span (ft) =16.5 lu (ft) =2.0 load 15 40 53 73 RLL = 444 lbs
Spacing (in) =16.0 CD =1.00 misc.0 0 0 0 RTL (left)=610 lbs
DLL < L /360 Cr =1.15 53 plf 73 plf
DTOTAL < L /240 RDL = 166 lbs
DL(lbs) LL(lbs) x(ft) RLL = 444 lbs
Joist Bearing Length (in) =1.75 Pt. Load 0 0 0 RTL (right) =610 lbs
Web Stiffener? (Y/N) :N Pt. Load 0 0 0
Mmax =
(1)3x10
Vall. (lbs) =3191 19% 1560 39% 1625 38% 1335 46% 1785 34% 1420 43%
Rall. (lbs) =2734 22% 910 67% 950 64% 870 70% 1015 60% 950 64%
Mall. (ft-lbs) =3382 75% 3160 80% 3150 81% 3100 82% 4685 54% 3640 70%
DLL 0.337 L / 587 0.366 L / 541 0.365 L / 543 0.392 L / 505 0.311 L / 636 0.342 L / 578
DTOTAL 0.464 L / 427 0.503 L / 394 0.501 L / 395 0.539 L / 367 0.428 L / 462 0.471 L / 420
Nat. freq., f (Hz)9.9 10.0 9.9 9.6 10.9 10.3
Selection (A - F):A J3 Use:(1) 3x10 at 16'' o.c.Douglas Fir #2
2540 ft-lbs
Wood Joist
ASD design per NDS 2015
A B C D E
11 7/8" TJI 110 11 7/8" BCI 5000 1.7 11 7/8" LPI 18 11 7/8" Red-I45 11 7/8" RFPI 20
F
Adequate
Douglas Fir #2 Trus Joist Boise Cascade Louisiana-Pacific RedBuilt Roseburg
Adequate Adequate Adequate Adequate Adequate
6 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B111 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 2.1 k
Span (ft) =28.0 roof 0 0 0 0 0 RLL = 4.5 k
Lb (ft) =2.0 floor 15 40 8 320 440 RTL (left)=6.6 k
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 2.1 k
Fy (ksi) =50 320 plf 440 plf RLL = 4.5 k
Cb =1.00 beam weight = 30.0 plf RTL (right) =6.6 k
Roof Snow Load ? :Yes DL(k) LL(k) x(ft)
Pt. Load 0.0 0.0 0 Mmax =46.1 k-ft
Reduce Floor LL ? :No Pt. Load 0.0 0.0 0
Vn/ΩV =64.0 k 10%OK
Mn/Ωb =107.5 k-ft 43%OK
B111 Use:camber = 0.30 in LL deflection =0.64 in 69%OK
TL deflection =0.94 in 67%OK
Mark:B112 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 4.9 k
Span (ft) =24.0 roof 15 35 2 70 100 RLL = 4.7 k
Lb (ft) =2.0 floor 15 40 8 320 440 RTL (left)=9.5 k
LL Deflection < L /360 wall 15 0 15 0 225
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 4.9 k
Fy (ksi) =50 390 plf 765 plf RLL = 4.7 k
Cb =1.00 beam weight = 30.0 plf RTL (right) =9.5 k
Roof Snow Load ? :Yes DL(k) LL(k) x(ft)
Pt. Load 0.0 0.0 0 Mmax =57.2 k-ft
Reduce Floor LL ? :No Pt. Load 0.0 0.0 0
Vn/ΩV =64.0 k 15%OK
Mn/Ωb =107.5 k-ft 53%OK
B112 Use:camber = 0.44 in LL deflection =0.42 in 53%OK
TL deflection =0.86 in 72%OK
Mark:B113 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 5.8 k
Span (ft) =27.0 roof 0 0 0 0 0 RLL = 5.4 k
Lb (ft) =12.5 floor 0 0 0 0 0 RTL (left)=11.1 k
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 3.0 k
Fy (ksi) =50 plf plf RLL = 2.2 k
Cb =1.00 beam weight = 30.0 plf RTL (right) =5.1 k
Roof Snow Load ? :Yes DL(k) LL(k) x(ft)
Pt. Load 4.9 3.5 11 Mmax =78.3 k-ft
Reduce Floor LL ? :No Pt. Load 3.0 4.1 5
Vn/ΩV =64.0 k 17%OK
Mn/Ωb =79.6 k-ft 98%OK
B113 Use:camber = 0.70 in LL deflection =0.57 in 63%OK
TL deflection =1.27 in 94%OK
W12X30
W12X30
W12X30
Steel Beams
AISC-Allowable Stress Design (ASD)
7 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:Walkway DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = .8 k
Span (ft) =26.0 roof 0 0 0 0 0 RLL = 2.6 k
Lb (ft) =2.0 floor 20 100 2 200 240 RTL (left)=3.4 k
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = .8 k
Fy (ksi) =50 200 plf 240 plf RLL = 2.6 k
Cb =1.00 beam weight = 22.0 plf RTL (right) =3.4 k
Roof Snow Load ? :Yes DL(k) LL(k) x(ft)
Pt. Load 0.0 0.0 0 Mmax =22.1 k-ft
Reduce Floor LL ? :No Pt. Load 0.0 0.0 0
Vn/ΩV =64.0 k 5%OK
Mn/Ωb =73.1 k-ft 30%OK
Walkway Use:camber = 0.14 in LL deflection =0.45 in 52%OK
TL deflection =0.60 in 46%OK
Steel Beams
AISC-Allowable Stress Design (ASD)
W12X22
8 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B101 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 656 lbs
Span (ft) =3.5 roof 0 0 0 0 0 RLL = 2844 lbs
lu (ft) =2.0 floor 15 65 25 1625 2000 RTL (left)=3500 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 656 lbs
CD =1.00 1625 plf 2000 plf RLL = 2844 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =3500 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(2)2x10 (2)1.75x5.5
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =106 psi 59% 200 psi 75% 88 psi 33% 38 psi 14% 201 psi 71%
Fb =987 psi 2392 psi 2396 psi 2399 psi 2884 psi
fb-max (psi) =859 psi 87% 1960 psi 82% 765 psi 32% 311 psi 13% 2083 psi 72%
E (psi) =
LL deflection =0.02'' 15% 0.05'' 46% 0.02'' 15% 0.01'' 5% 0.06'' 48%
TL deflection =0.02'' 12% 0.07'' 38% 0.02'' 12% 0.01'' 4% 0.07'' 40%
camber (in) =n/a 1/8''std=0.01''1/8''std=0.01''1/8''std=0.01''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use: (2)
Mark:B102 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1710 lbs
Span (ft) =12.0 roof 0 0 0 0 0 RLL = 7410 lbs
lu (ft) =2.0 floor 15 65 19 1235 1520 RTL (left)=9120 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1710 lbs
CD =1.00 1235 plf 1520 plf RLL = 7410 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =9120 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)6x14 (3)1.75x14
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =50 psi 29% 205 psi 77% 161 psi 61% 127 psi 48% 150 psi 53%
Fb =863 psi 2375 psi 2393 psi 2398 psi 2546 psi
fb (psi) =655 psi 76% 2315 psi 97% 2109 psi 88% 2042 psi 85% 1914 psi 75%
E (psi) =
LL deflection =0.13'' 33% 0.27'' 68% 0.30'' 76% 0.38'' 95% 0.24'' 60%
TL deflection =0.16'' 27% 0.34'' 56% 0.37'' 62% 0.47'' 78% 0.30'' 49%
camber (in) =n/a 1/8''std=0.06''1/8''std=0.06''2/8''std=0.06''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (3)
27360 ft-lbs
B102 1.75x14
E
2000000 psi
SCL: 26F 2.0E LVL
8.75x10.5 GLB
SCL: 26F 2.0E LVL
Douglas Fir #2 24F-V4
B101 2x10
A
1800000 psi 1800000 psi
24F-V4
5.125x13.5 GLB3.125x16.5 GLB
24F-V4
1300000 psi 1800000 psi
Douglas Fir #2
ASD design per NDS 2015
Wood Beam / Header
EA
3063 ft-lbs
1600000 psi 1800000 psi 1800000 psi
SCL: 26F 2.0E LVL24F-V4
1800000 psi 2000000 psi
3.125x6 GLB 5.125x7.5 GLB 8.75x9 GLB
Douglas Fir #2 24F-V4 24F-V4
9 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B103 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1294 lbs
Span (ft) =11.5 roof 0 0 0 0 0 RLL = 5606 lbs
lu (ft) =2.0 floor 15 65 15 975 1200 RTL (left)=6900 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1294 lbs
CD =1.00 975 plf 1200 plf RLL = 5606 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =6900 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(2)6x14 (3)1.75x11.875
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =56 psi 33% 173 psi 65% 139 psi 52% 96 psi 36% 137 psi 48%
Fb =863 psi 2378 psi 2394 psi 2398 psi 2598 psi
fb-max (psi) =712 psi 83% 2031 psi 85% 1935 psi 81% 1481 psi 62% 1929 psi 74%
E (psi) =
LL deflection =0.13'' 34% 0.24'' 63% 0.29'' 75% 0.25'' 66% 0.26'' 68%
TL deflection =0.16'' 28% 0.30'' 52% 0.36'' 62% 0.31'' 54% 0.32'' 56%
camber (in) =n/a 1/8''std=0.06''1/8''std=0.06''1/8''std=0.06''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (3)
Mark:B104 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1320 lbs
Span (ft) =8.0 roof 0 0 0 0 0 RLL = 5720 lbs
lu (ft) =2.0 floor 15 65 22 1430 1760 RTL (left)=7040 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1320 lbs
CD =1.00 1430 plf 1760 plf RLL = 5720 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =7040 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)3x14 (2)1.75x11.875
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =77 psi 43% 211 psi 80% 153 psi 58% 109 psi 41% 191 psi 67%
Fb =809 psi 2383 psi 2395 psi 2399 psi 2589 psi
fb (psi) =770 psi 95% 2253 psi 95% 1794 psi 75% 1430 psi 60% 2054 psi 79%
E (psi) =
LL deflection =0.06'' 21% 0.16'' 61% 0.15'' 56% 0.14'' 52% 0.13'' 51%
TL deflection =0.07'' 17% 0.20'' 50% 0.18'' 46% 0.17'' 42% 0.17'' 42%
camber (in) =n/a 1/8''std=0.03''1/8''std=0.03''1/8''std=0.03''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (2)
Wood Beam / Header
ASD design per NDS 2015
E
3.125x15 GLB 5.125x12 GLB 8.75x10.5 GLB
19838 ft-lbs
1300000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
A
B103 1.75x11.875
SCL: 26F 2.0E LVL
14080 ft-lbs
A E
3.125x12 GLB 5.125x10.5 GLB 8.75x9 GLB
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
B104 1.75x11.875 SCL: 26F 2.0E LVL
10 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B105 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 908 lbs
Span (ft) =5.5 roof 0 0 0 0 0 RLL = 3933 lbs
lu (ft) =2.0 floor 15 65 22 1430 1760 RTL (left)=4840 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 908 lbs
CD =1.00 1430 plf 1760 plf RLL = 3933 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =4840 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)2x12 (2)1.75x9.5
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =95 psi 53% 188 psi 71% 146 psi 55% 67 psi 25% 155 psi 55%
Fb =898 psi 2387 psi 2396 psi 2399 psi 2672 psi
fb-max (psi) =841 psi 94% 1893 psi 79% 1662 psi 69% 676 psi 28% 1517 psi 57%
E (psi) =
LL deflection =0.03'' 19% 0.09'' 47% 0.09'' 50% 0.03'' 17% 0.06'' 32%
TL deflection =0.04'' 15% 0.11'' 39% 0.11'' 41% 0.04'' 14% 0.07'' 26%
camber (in) =n/a 1/8''std=0.01''1/8''std=0.01''1/8''std=0.01''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (2)
Mark:B106 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1470 lbs
Span (ft) =14.0 roof 0 0 0 0 0 RLL = 6370 lbs
lu (ft) =2.0 floor 15 65 14 910 1120 RTL (left)=7840 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1470 lbs
CD =1.00 910 plf 1120 plf RLL = 6370 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =7840 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)6x14 (3)1.75x14
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =44 psi 26% 183 psi 69% 124 psi 47% 84 psi 32% 133 psi 47%
Fb =863 psi 2375 psi 2397 psi 2341 psi 2546 psi
fb (psi) =657 psi 76% 2322 psi 98% 2033 psi 85% 1239 psi 53% 1920 psi 75%
E (psi) =
LL deflection =0.18'' 38% 0.37'' 80% 0.45'' 96% 0.24'' 52% 0.33'' 70%
TL deflection =0.22'' 31% 0.46'' 66% 0.55'' 79% 0.30'' 43% 0.40'' 58%
camber (in) =n/a 2/8''std=0.08''2/8''std=0.08''1/8''std=0.08''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (3)
Wood Beam / Header
ASD design per NDS 2015
E
3.125x9 GLB 5.125x7.5 GLB 8.75x9 GLB
6655 ft-lbs
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
A
B105 1.75x9.5
SCL: 26F 2.0E LVL
27440 ft-lbs
A E
3.125x16.5 GLB 6.75x12 GLB 8.75x13.5 GLB
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1300000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
B106 1.75x14 SCL: 26F 2.0E LVL
11 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B107 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1080 lbs
Span (ft) =4.5 roof 15 35 14 490 700 RLL = 1541 lbs
lu (ft) =2.0 floor 15 65 3 195 240 RTL (left)=2621 lbs
LL Deflection < L /360 wall 15 0 15 0 225
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1080 lbs
CD =1.00 685 plf 1165 plf RLL = 1541 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =2621 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(2)2x10 (2)1.75x5.5
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =93 psi 52% 163 psi 62% 74 psi 28% 33 psi 13% 163 psi 57%
Fb =987 psi 2392 psi 2396 psi 2399 psi 2884 psi
fb-max (psi) =827 psi 84% 1887 psi 79% 737 psi 31% 300 psi 12% 2005 psi 70%
E (psi) =
LL deflection =0.02'' 13% 0.06'' 42% 0.02'' 13% 0.01'' 4% 0.07'' 43%
TL deflection =0.03'' 15% 0.11'' 47% 0.03'' 15% 0.01'' 5% 0.11'' 49%
camber (in) =n/a 1/8''std=0.01''1/8''std=0.01''1/8''std=0.01''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use: (2)
Mark:B108 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 965 lbs
Span (ft) =3.0 roof 0 0 0 0 0 RLL = 4165 lbs
lu (ft) =2.0 floor 15 65 14 910 1120 RTL (left)=5130 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 965 lbs
CD =1.00 910 plf 1120 plf RLL = 4165 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =5130 lbs
Pt. Load 1300 5600 1.5
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)2x12 (2)1.75x9.5
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =121 psi 67% 229 psi 86% 173 psi 65% 82 psi 31% 191 psi 67%
Fb =898 psi 2387 psi 2396 psi 2399 psi 2672 psi
fb (psi) =813 psi 91% 1829 psi 77% 1606 psi 67% 653 psi 27% 1466 psi 55%
E (psi) =
LL deflection =0.01'' 8% 0.02'' 21% 0.02'' 22% 0.01'' 7% 0.01'' 14%
TL deflection =0.01'' 7% 0.03'' 17% 0.03'' 18% 0.01'' 6% 0.02'' 12%
camber (in) =n/a 1/8''std=0.00''1/8''std=0.00''1/8''std=0.00''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (2)
Wood Beam / Header
ASD design per NDS 2015
E
3.125x6 GLB 5.125x7.5 GLB 8.75x9 GLB
2949 ft-lbs
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
A
B107 2x10
Douglas Fir #2
6432 ft-lbs
A E
3.125x9 GLB 5.125x7.5 GLB 8.75x9 GLB
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
B108 1.75x9.5 SCL: 26F 2.0E LVL
12 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B109 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 855 lbs
Span (ft) =19.0 roof 15 35 0 0 0 RLL = 2280 lbs
lu (ft) =2.0 floor 15 40 6 240 330 RTL (left)=3135 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 855 lbs
CD =1.00 240 plf 330 plf RLL = 2280 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =3135 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)6x12 (3)1.75x11.25
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =67 psi 39% 98 psi 37% 68 psi 26% 46 psi 18% 72 psi 25%
Fb =1597 psi 2380 psi 2394 psi 2329 psi 2617 psi
fb-max (psi) =1474 psi 92% 1883 psi 79% 1453 psi 61% 1111 psi 48% 1614 psi 62%
E (psi) =
LL deflection =0.63'' 100% 0.61'' 96% 0.53'' 84% 0.46'' 73% 0.56'' 89%
TL deflection =0.87'' 91% 0.84'' 88% 0.73'' 77% 0.64'' 67% 0.78'' 82%
camber (in) =n/a 3/8''std=0.15''3/8''std=0.15''3/8''std=0.15''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use:
Mark:B110 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 374 lbs
Span (ft) =16.0 roof 0 0 0 0 0 RLL = 997 lbs
lu (ft) =2.0 floor 15 40 1.333 53 73 RTL (left)=1370 lbs
LL Deflection < L /360 wall 0 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 801 lbs
CD =1.00 53 plf 73 plf RLL = 2137 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =2938 lbs
Pt. Load 855 2280 12
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)6x12 (2)1.75x11.25
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =68 psi 40% 115 psi 43% 80 psi 30% 55 psi 21% 109 psi 38%
Fb =1597 psi 2383 psi 2395 psi 2399 psi 2609 psi
fb (psi) =1105 psi 69% 1786 psi 75% 1422 psi 59% 1134 psi 47% 1814 psi 70%
E (psi) =
LL deflection =0.28'' 53% 0.39'' 73% 0.35'' 66% 0.33'' 61% 0.38'' 71%
TL deflection =0.39'' 48% 0.53'' 67% 0.48'' 61% 0.45'' 56% 0.52'' 65%
camber (in) =n/a 2/8''std=0.11''2/8''std=0.11''2/8''std=0.11''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use:
B110 6x12 DF Select Structural
SCL: 26F 2.0E LVL
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
3.125x12 GLB 5.125x10.5 GLB 8.75x9 GLB
DF Select Structural 24F-V4 24F-V4 24F-V4
B109 6x12
DF Select Structural
11162 ft-lbs
A E
14891 ft-lbs
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
DF Select Structural 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
A E
3.125x13.5 GLB 5.125x12 GLB 8.75x10.5 GLB
Wood Beam / Header
ASD design per NDS 2015
13 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B111 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1680 lbs
Span (ft) =28.0 roof 15 35 0 0 0 RLL = 4480 lbs
lu (ft) =2.0 floor 15 40 8 320 440 RTL (left)=6160 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1680 lbs
CD =1.00 320 plf 440 plf RLL = 4480 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =6160 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)6x20 (3)1.75x18
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =76 psi 45% 82 psi 31% 68 psi 26% 58 psi 22% 87 psi 31%
Fb =1511 psi 2221 psi 2178 psi 2141 psi 2461 psi
fb-max (psi) =1484 psi 98% 1593 psi 72% 1420 psi 65% 1303 psi 61% 1825 psi 74%
E (psi) =
LL deflection =0.81'' 87% 0.78'' 83% 0.75'' 80% 0.75'' 80% 0.87'' 93%
TL deflection =1.12'' 80% 1.07'' 76% 1.03'' 74% 1.03'' 74% 1.19'' 85%
camber (in) =n/a 4/8''std=0.34''4/8''std=0.34''4/8''std=0.34''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):C Use:
Mark:B112 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 4500 lbs
Span (ft) =24.0 roof 15 35 2 70 100 RLL = 4680 lbs
lu (ft) =2.0 floor 15 40 8 320 440 RTL (left)=9180 lbs
LL Deflection < L /360 wall 15 0 15 0 225
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 4500 lbs
CD =1.00 390 plf 765 plf RLL = 4680 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =9180 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)8x20 (3)1.75x18
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =81 psi 48% 119 psi 45% 99 psi 37% 84 psi 32% 128 psi 45%
Fb =1514 psi 2256 psi 2212 psi 2174 psi 2461 psi
fb (psi) =1391 psi 92% 2035 psi 90% 1813 psi 82% 1665 psi 77% 2331 psi 95%
E (psi) =
LL deflection =0.39'' 49% 0.51'' 64% 0.49'' 62% 0.49'' 62% 0.57'' 71%
TL deflection =0.77'' 64% 1.00'' 83% 0.97'' 81% 0.97'' 81% 1.12'' 93%
camber (in) =n/a 6/8''std=0.25''6/8''std=0.25''6/8''std=0.25''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):C Use:
5.125x19.5 GLB 6.75x18 GLB 8.75x16.5 GLB
Wood Beam / Header
ASD design per NDS 2015
A E
43120 ft-lbs
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
DF Select Structural 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
B111 6.75x18 GLB
24F-V4
55080 ft-lbs
A E
5.125x19.5 GLB 6.75x18 GLB 8.75x16.5 GLB
DF Select Structural 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
B112 6.75x18 GLB 24F-V4
14 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B113 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 2750 lbs
Span (ft) =27.0 roof 15 35 0 0 0 RLL = 2872 lbs
lu (ft) =16.0 floor 15 40 0 0 0 RTL (left)=5622 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1750 lbs
CD =1.00 plf plf RLL = 1828 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =3578 lbs
Pt. Load 4500 4700 10.5
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)8x20 (3)1.75x20
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =58 psi 34% 84 psi 32% 69 psi 26% 58 psi 22% 80 psi 28%
Fb =1494 psi 2230 psi 2186 psi 2149 psi 2426 psi
fb-max (psi) =1490 psi 100% 2181 psi 98% 1943 psi 89% 1784 psi 83% 2024 psi 83%
E (psi) =
LL deflection =0.42'' 47% 0.55'' 61% 0.53'' 58% 0.53'' 59% 0.44'' 49%
TL deflection =0.82'' 61% 1.07'' 79% 1.03'' 76% 1.03'' 76% 0.87'' 64%
camber (in) =n/a 7/8''std=0.31''7/8''std=0.31''7/8''std=0.31''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):C Use:
Mark:B114 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 3462 lbs
Span (ft) =19.5 roof 15 35 0 0 0 RLL = 3615 lbs
lu (ft) =14.0 floor 15 40 0 0 0 RTL (left)=7077 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1038 lbs
CD =1.00 plf plf RLL = 1085 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =2123 lbs
Pt. Load 4500 4700 4.5
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)6x18 (3)1.75x14
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =110 psi 65% 138 psi 52% 87 psi 33% 101 psi 38% 144 psi 51%
Fb =1497 psi 2331 psi 2259 psi 2292 psi 2537 psi
fb (psi) =1361 psi 91% 1988 psi 85% 1048 psi 46% 1820 psi 79% 2228 psi 88%
E (psi) =
LL deflection =0.20'' 30% 0.30'' 46% 0.13'' 20% 0.34'' 53% 0.32'' 50%
TL deflection =0.39'' 40% 0.58'' 60% 0.26'' 26% 0.67'' 69% 0.63'' 65%
camber (in) =n/a 4/8''std=0.16''2/8''std=0.16''4/8''std=0.16''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):C Use:
5.125x19.5 GLB 6.75x18 GLB 8.75x16.5 GLB
Wood Beam / Header
ASD design per NDS 2015
A E
59030 ft-lbs
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
DF Select Structural 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
B113 6.75x18 GLB
24F-V4
31844 ft-lbs
A E
5.125x15 GLB 6.75x18 GLB 8.75x12 GLB
DF Select Structural 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
B114 6.75x18 GLB 24F-V4
15 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B115 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 338 lbs
Span (ft) =4.5 roof 15 35 0 0 0 RLL = 900 lbs
lu (ft) =4.5 floor 15 40 10 400 550 RTL (left)=1238 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 338 lbs
CD =1.00 400 plf 550 plf RLL = 900 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =1238 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)6x12 (3)1.75x5.5
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =17 psi 10% 77 psi 29% 35 psi 13% 16 psi 6% 51 psi 18%
Fb =872 psi 2381 psi 2392 psi 2397 psi 2884 psi
fb-max (psi) =138 psi 16% 891 psi 37% 348 psi 15% 141 psi 6% 631 psi 22%
E (psi) =
LL deflection =0.00'' 3% 0.04'' 24% 0.01'' 8% 0.00'' 3% 0.03'' 17%
TL deflection =0.01'' 2% 0.05'' 22% 0.02'' 7% 0.01'' 2% 0.03'' 15%
camber (in) =n/a 1/8''std=0.01''1/8''std=0.01''1/8''std=0.01''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use:
Mark:B116 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 340 lbs
Span (ft) =16.0 roof 15 35 0 0 0 RLL = 865 lbs
lu (ft) =14.0 floor 15 40 2 80 110 RTL (left)=1205 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 540 lbs
CD =1.00 80 plf 110 plf RLL = 1315 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =1855 lbs
Pt. Load 400 900 12
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(1)6x12 (3)1.75x9.25
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =41 psi 24% 80 psi 30% 58 psi 22% 34 psi 13% 55 psi 19%
Fb =867 psi 2202 psi 2367 psi 2390 psi 2657 psi
fb (psi) =653 psi 75% 1379 psi 63% 1145 psi 48% 670 psi 28% 1058 psi 40%
E (psi) =
LL deflection =0.23'' 44% 0.39'' 73% 0.38'' 70% 0.22'' 41% 0.30'' 57%
TL deflection =0.33'' 41% 0.55'' 68% 0.53'' 66% 0.31'' 39% 0.43'' 53%
camber (in) =n/a 2/8''std=0.11''2/8''std=0.11''2/8''std=0.11''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use:
3.125x6 GLB 5.125x7.5 GLB 8.75x9 GLB
Wood Beam / Header
ASD design per NDS 2015
A E
1392 ft-lbs
1300000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
B115 6x12
Douglas Fir #2
6600 ft-lbs
A E
3.125x10.5 GLB 5.125x9 GLB 8.75x9 GLB
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1300000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
B116 6x12 Douglas Fir #2
16 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B117 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 473 lbs
Span (ft) =4.5 roof 15 35 4 140 200 RLL = 315 lbs
lu (ft) =4.5 floor 15 40 0 0 0 RTL (left)=788 lbs
LL Deflection < L /360 wall 15 0 10 0 150
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 473 lbs
CD =1.00 140 plf 350 plf RLL = 315 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =788 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(2)2x10 (2)1.75x5.5
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =28 psi 16% 49 psi 18% 22 psi 8% 10 psi 4% 49 psi 17%
Fb =982 psi 2381 psi 2392 psi 2397 psi 2875 psi
fb-max (psi) =249 psi 25% 567 psi 24% 221 psi 9% 90 psi 4% 602 psi 21%
E (psi) =
LL deflection =0.00'' 3% 0.01'' 9% 0.00'' 3% 0.00'' 1% 0.01'' 9%
TL deflection =0.01'' 5% 0.03'' 14% 0.01'' 4% 0.00'' 2% 0.03'' 15%
camber (in) =n/a 1/8''std=0.01''1/8''std=0.01''1/8''std=0.01''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use: (2)
Mark:B118 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 210 lbs
Span (ft) =7.0 roof 15 35 0 0 0 RLL = 560 lbs
lu (ft) =7.0 floor 15 40 4 160 220 RTL (left)=770 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 210 lbs
CD =1.00 160 plf 220 plf RLL = 560 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =770 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)2x6 (3)1.75x5.5
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =41 psi 23% 53 psi 20% 25 psi 9% 12 psi 4% 35 psi 12%
Fb =1167 psi 2371 psi 2387 psi 2395 psi 2881 psi
fb (psi) =713 psi 61% 862 psi 36% 337 psi 14% 137 psi 6% 611 psi 21%
E (psi) =
LL deflection =0.09'' 37% 0.09'' 37% 0.03'' 11% 0.01'' 4% 0.06'' 25%
TL deflection =0.12'' 34% 0.12'' 34% 0.04'' 10% 0.01'' 4% 0.08'' 23%
camber (in) =n/a 1/8''std=0.02''1/8''std=0.02''1/8''std=0.02''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use: (3)
3.125x6 GLB 5.125x7.5 GLB 8.75x9 GLB
Wood Beam / Header
ASD design per NDS 2015
A E
886 ft-lbs
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
B117 2x10
Douglas Fir #2
1348 ft-lbs
A E
3.125x6 GLB 5.125x7.5 GLB 8.75x9 GLB
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
B118 2x6 Douglas Fir #2
17 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B119 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1393 lbs
Span (ft) =8.5 roof 15 35 14 490 700 RLL = 3406 lbs
lu (ft) =8.5 floor 15 40 0 0 0 RTL (left)=4799 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 2093 lbs
CD =1.00 490 plf 700 plf RLL = 5259 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =7351 lbs
Pt. Load 1700 4500 6
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(2)6x12 (3)1.75x11.875
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =79 psi 47% 233 psi 88% 188 psi 71% 130 psi 49% 160 psi 56%
Fb =874 psi 2254 psi 2377 psi 2394 psi 2575 psi
fb-max (psi) =801 psi 92% 2047 psi 91% 2063 psi 87% 1645 psi 69% 1575 psi 61%
E (psi) =
LL deflection =0.08'' 27% 0.12'' 42% 0.15'' 54% 0.14'' 50% 0.09'' 33%
TL deflection =0.11'' 25% 0.17'' 39% 0.21'' 50% 0.20'' 47% 0.13'' 31%
camber (in) =n/a 1/8''std=0.03''1/8''std=0.03''1/8''std=0.03''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (3)
Mark:X DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 210 lbs
Span (ft) =7.0 roof 15 35 0 0 0 RLL = 560 lbs
lu (ft) =7.0 floor 15 40 4 160 220 RTL (left)=770 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 210 lbs
CD =1.00 160 plf 220 plf RLL = 560 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =770 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)2x6 (3)1.75x5.5
Wood Species =
Fv (psi) =180 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =41 psi 23% 53 psi 20% 25 psi 9% 12 psi 4% 35 psi 12%
Fb =1167 psi 2371 psi 2387 psi 2395 psi 2881 psi
fb (psi) =713 psi 61% 862 psi 36% 337 psi 14% 137 psi 6% 611 psi 21%
E (psi) =
LL deflection =0.09'' 37% 0.09'' 37% 0.03'' 11% 0.01'' 4% 0.06'' 25%
TL deflection =0.12'' 34% 0.12'' 34% 0.04'' 10% 0.01'' 4% 0.08'' 23%
camber (in) =n/a 1/8''std=0.02''1/8''std=0.02''1/8''std=0.02''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):A Use: (3)
3.125x13.5 GLB 5.125x10.5 GLB 8.75x9 GLB
Wood Beam / Header
ASD design per NDS 2015
A E
16191 ft-lbs
1300000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
B119 1.75x11.875
SCL: 26F 2.0E LVL
1348 ft-lbs
A E
3.125x6 GLB 5.125x7.5 GLB 8.75x9 GLB
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1600000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
X 2x6 Douglas Fir #2
18 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Mark:B120 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1747 lbs
Span (ft) =16.3 roof 15 35 0 0 0 RLL = 6988 lbs
lu (ft) =8.5 floor 20 80 10.75 860 1075 RTL (left)=8734 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 1747 lbs
CD =1.00 860 plf 1075 plf RLL = 6988 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =8734 lbs
Pt. Load 0 0 0
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(2)6x18 (2)1.75x18
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =56 psi 33% 157 psi 59% 144 psi 54% 96 psi 36% 170 psi 59%
Fb =837 psi 2008 psi 2361 psi 2307 psi 2411 psi
fb-max (psi) =758 psi 91% 1854 psi 92% 2216 psi 94% 1602 psi 69% 2253 psi 93%
E (psi) =
LL deflection =0.21'' 39% 0.31'' 57% 0.52'' 96% 0.42'' 77% 0.40'' 73%
TL deflection =0.26'' 33% 0.39'' 48% 0.65'' 80% 0.52'' 64% 0.50'' 61%
camber (in) =n/a 1/8''std=0.11''2/8''std=0.11''2/8''std=0.11''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (2)
Mark:B121 DL(psf) LL(psf) trib(ft) LL w(plf) TL w(plf) RDL = 1694 lbs
Span (ft) =24.8 roof 15 35 0 0 0 RLL = 7108 lbs
lu (ft) =2.0 floor 15 80 1.333 107 127 RTL (left)=8802 lbs
LL Deflection < L /360 wall 15 0 0 0 0
Total Deflection < L /240 misc.0 0 0 0 0 RDL = 547 lbs
CD =1.00 107 plf 127 plf RLL = 2520 lbs
Roof Snow Load ? :Yes DL(lbs) LL(lbs) x(ft)RTL (right) =3067 lbs
Pt. Load 1747 6988 4.25
Reduce Floor LL ? :No Pt. Load 0 0 0 Mmax =
B C D
(3)6x16 (2)1.75x18
Wood Species =
Fv (psi) =170 psi 265 psi 265 psi 265 psi 285 psi
fv-max @ d (psi) =51 psi 30% 212 psi 80% 153 psi 58% 110 psi 41% 205 psi 72%
Fb =850 psi 2363 psi 2287 psi 2212 psi 2461 psi
fb (psi) =659 psi 77% 2197 psi 93% 1871 psi 82% 1637 psi 74% 2303 psi 94%
E (psi) =
LL deflection =0.39'' 48% 0.75'' 91% 0.76'' 92% 0.81'' 98% 0.77'' 93%
TL deflection =0.48'' 39% 0.92'' 75% 0.93'' 75% 0.99'' 80% 0.94'' 76%
camber (in) =n/a 3/8''std=0.26''3/8''std=0.26''3/8''std=0.26''n/a
Adequate Adequate Adequate Adequate Adequate
Selection (A - E):E Use: (2)
B121 1.75x18 SCL: 26F 2.0E LVL
SCL: 26F 2.0E LVL
1300000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
3.125x19.5 GLB 5.125x16.5 GLB 8.75x13.5 GLB
Douglas Fir #2 24F-V4 24F-V4 24F-V4
B120 1.75x18
SCL: 26F 2.0E LVL
36265 ft-lbs
A E
Douglas Fir #2 24F-V4 24F-V4 24F-V4 SCL: 26F 2.0E LVL
1300000 psi 1800000 psi 1800000 psi 1800000 psi 2000000 psi
Wood Beam / Header
ASD design per NDS 2015
A E
35483 ft-lbs
3.125x21 GLB 5.125x15 GLB 8.75x13.5 GLB
19 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Location:
Plate Height (ft) =10.5
Stud Height (ft) = 10.1 Gravity Loads to Wall:
Le/d = 34.7 < 50 OK DL(psf) trib(ft) w e(in)
deflection < L/240 roof snow 0 0 0 0
wind/seismic (W/S)W floor live load 15 20 1900 0
wind load, w (psf) =12 (Due to Wind)wall weight 15 0 0
0.6 * w = (psf) 7.2 misc. live load 0 0 0 0
snow load? (Y/N)Y w (total uniform load) = 1900 plf
Lumber Grade: (DF No. 2)
fire rated assembly? (Y/N)N
Load Cases:
CD =1.60 CD =1.60 CD =1.00
P (lbs) = 300 per stud P (lbs) = 1200 P (lbs) = 1900 per stud
M (lb-ft) = 92 M (lb-ft) = 69 M (lb-ft) = 0
FcE (psi) =396 FcE (psi) =396 FcE (psi) =396
Fc' (psi) = 382 Fc' (psi) = 382 Fc' (psi) = 372
fc (psi) = 57 < Fc'OK fc (psi) = 229 < Fc'OK fc (psi) = 362 < Fc'OK
Fb' (psi) = 2484 Fb' (psi) = 2484 Fb' (psi) = 1553
fb (psi) = 362 < Fb'OK fb (psi) = 271 < Fb'OK fb (psi) = 0 < Fb'OK
CSR = 0.19 < 1.0 OK CSR = 0.62 < 1.0 OK CSR = 0.95 < 1.0 OK
D (in.) =0.14 = L/874 OK D (in.) =0.10 = L/1165 OK D (in.) =0.00 = L/5000 OK
USE:2 x 4
Framing at Openings:
Trimmers:King Studs:
Trimmer supports only vertical load ... King stud supports only bending ...
Pcap (lbs) = 1954
(axial compression governs)Mcap (lb-ft) = 551
Rcap (lbs) = 3281 trib width capacity (ft) = 5.97 for M < Mcap
trib width capacity (ft) = 3.64 for D < L /240 (governs)
(DF No. 2)Interior 2x4 Wall - 1
1
1113'-6'' to 20'-10''
1
1
1
1
26'-3'' to 13'-6''
< 6'-3''
20'-10'' to 28'-1'' 14
3
1
1
4
7
4
11
1
Wood Stud Wall Design
Design based on NDS 2015
Trimmer Studs (TS) King Studs (KS)
at 12'' o.c.
D + LL
Open Width (ft)
Interior 2x4 Wall - 1
0
LL(psf)
D + 0.6*W D + 0.75*(0.6*W + S + LL)
0
80
20 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Location:
Plate Height (ft) =10.5
Stud Height (ft) = 10.1 Gravity Loads to Wall:
Le/d = 34.7 < 50 OK DL(psf) trib(ft) w e(in)
deflection < L/240 roof snow 0 0 0 0
wind/seismic (W/S)W floor live load 15 25 2375 0
wind load, w (psf) =12 (Due to Wind)wall weight 15 0 0
0.6 * w = (psf) 7.2 misc. live load 0 0 0 0
snow load? (Y/N)Y w (total uniform load) = 2375 plf
Lumber Grade: (DF No. 2)
fire rated assembly? (Y/N)N
Load Cases:
CD =1.60 CD =1.60 CD =1.00
P (lbs) = 250 per stud P (lbs) = 1000 P (lbs) = 1583 per stud
M (lb-ft) = 62 M (lb-ft) = 46 M (lb-ft) = 0
FcE (psi) =396 FcE (psi) =396 FcE (psi) =396
Fc' (psi) = 382 Fc' (psi) = 382 Fc' (psi) = 372
fc (psi) = 48 < Fc'OK fc (psi) = 190 < Fc'OK fc (psi) = 302 < Fc'OK
Fb' (psi) = 2484 Fb' (psi) = 2484 Fb' (psi) = 1553
fb (psi) = 241 < Fb'OK fb (psi) = 181 < Fb'OK fb (psi) = 0 < Fb'OK
CSR = 0.13 < 1.0 OK CSR = 0.39 < 1.0 OK CSR = 0.66 < 1.0 OK
D (in.) =0.09 = L/1311 OK D (in.) =0.07 = L/1748 OK D (in.) =0.00 = L/5000 OK
USE:2 x 4
Framing at Openings:
Trimmers:King Studs:
Trimmer supports only vertical load ... King stud supports only bending ...
Pcap (lbs) = 1954
(axial compression governs)Mcap (lb-ft) = 551
Rcap (lbs) = 3281 trib width capacity (ft) = 5.97 for M < Mcap
trib width capacity (ft) = 3.64 for D < L /240 (governs)
0
Wood Stud Wall Design
Design based on NDS 2015
Interior 2x4 Wall - 2
LL(psf)
80
0
D + 0.6*W D + 0.75*(0.6*W + S + LL) D + LL
Interior 2x4 Wall - 2 at 8'' o.c.(DF No. 2)
Open Width (ft) Trimmer Studs (TS) King Studs (KS)
< 6'-7'' 5 1
6'-7'' to 13'-10'' 9 2
13'-10'' to 21'-2'' 13 3
21'-2'' to 28'-5'' 18 4
1 2 1
1 2 1
1 2 1
21 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Location:
Plate Height (ft) =22.0
Stud Height (ft) = 21.6 Gravity Loads to Wall:
Le/d = 47.2 < 50 OK DL(psf) trib(ft) w e(in)
deflection < L/240 roof snow 15 14 700 0
wind/seismic (W/S)W floor live load 0 0 0 0
wind load, w (psf) =30 (Due to Wind)wall weight 15 4 60
0.6 * w = (psf) 18.0 misc. live load 0 0 0 0
snow load? (Y/N)Y w (total uniform load) = 760 plf
Lumber Grade: (2.0E - LVL)
fire rated assembly? (Y/N)N
Load Cases:
CD =1.60 CD =1.60 CD =1.15
P (lbs) = 180 per stud P (lbs) = 245 P (lbs) = 507 per stud
M (lb-ft) = 701 M (lb-ft) = 526 M (lb-ft) = 0
FcE (psi) =375 FcE (psi) =375 FcE (psi) =375
Fc' (psi) = 371 Fc' (psi) = 371 Fc' (psi) = 369
fc (psi) = 19 < Fc'OK fc (psi) = 25 < Fc'OK fc (psi) = 53 < Fc'OK
Fb' (psi) = 4811 Fb' (psi) = 4811 Fb' (psi) = 3458
fb (psi) = 954 < Fb'OK fb (psi) = 716 < Fb'OK fb (psi) = 0 < Fb'OK
CSR = 0.21 < 1.0 OK CSR = 0.16 < 1.0 OK CSR = 0.02 < 1.0 OK
D (in.) =0.85 = L/304 OK D (in.) =0.64 = L/406 OK D (in.) =0.00 = L/5000 OK
USE:1.75 x 5.5
Framing at Openings:
Trimmers:King Studs:
Trimmer supports only vertical load ... King stud supports only bending ...
Pcap (lbs) = 3555
(axial compression governs)Mcap (lb-ft) = 3401
Rcap (lbs) = 6016 trib width capacity (ft) = 3.23 for M < Mcap
trib width capacity (ft) = 0.84 for D < L /240 (governs)
35
Wood Stud Wall Design
Design based on NDS 2015
Tower Walls
LL(psf)
0
0
D + 0.6*W D + 0.75*(0.6*W + S + LL) D + S
Tower Walls at 8'' o.c.(2.0E - LVL)
Open Width (ft) Trimmer Studs (TS) King Studs (KS)
< 1'-0'' 1 1
1'-0'' to 2'-8'' 1 2
2'-8'' to 4'-4'' 1 3
4'-4'' to 6'-1'' 1 4
1 1 1
1 1 1
1 1 1
22 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Location:
Plate Height (ft) =10.5
Stud Height (ft) = 10.1 Gravity Loads to Wall:
Le/d = 22.1 < 50 OK DL(psf) trib(ft) w e(in)
deflection < L/240 roof snow 0 0 0 0
wind/seismic (W/S)W floor live load 15 26 2470 0
wind load, w (psf) =12 (Due to Wind)wall weight 15 0 0
0.6 * w = (psf) 7.2 misc. live load 0 0 0 0
snow load? (Y/N)Y w (total uniform load) = 2470 plf
Lumber Grade: (DF No. 2)
fire rated assembly? (Y/N)N
Load Cases:
CD =1.60 CD =1.60 CD =1.00
P (lbs) = 520 per stud P (lbs) = 2080 P (lbs) = 3293 per stud
M (lb-ft) = 123 M (lb-ft) = 92 M (lb-ft) = 0
FcE (psi) =977 FcE (psi) =977 FcE (psi) =977
Fc' (psi) = 875 Fc' (psi) = 875 Fc' (psi) = 794
fc (psi) = 63 < Fc'OK fc (psi) = 252 < Fc'OK fc (psi) = 399 < Fc'OK
Fb' (psi) = 2153 Fb' (psi) = 2153 Fb' (psi) = 1346
fb (psi) = 195 < Fb'OK fb (psi) = 146 < Fb'OK fb (psi) = 0 < Fb'OK
CSR = 0.10 < 1.0 OK CSR = 0.17 < 1.0 OK CSR = 0.25 < 1.0 OK
D (in.) =0.05 = L/2544 OK D (in.) =0.04 = L/3392 OK D (in.) =0.00 = L/5000 OK
USE:2 x 6
Framing at Openings:
Trimmers:King Studs:
Trimmer supports only vertical load ... King stud supports only bending ...
Pcap (lbs) = 6553 Mcap (lb-ft) = 1180
Rcap (lbs) = 5156
(bearing governs)trib width capacity (ft) = #### for M < Mcap
(governs)
trib width capacity (ft) = ####for D < L /240
0
Wood Stud Wall Design
Design based on NDS 2015
Interior 2x6 Wall
LL(psf)
80
0
D + 0.6*W D + 0.75*(0.6*W + S + LL) D + LL
Interior 2x6 Wall at 16'' o.c.(DF No. 2)
Open Width (ft) Trimmer Studs (TS) King Studs (KS)
< 24'-2'' 6 1
24'-2'' to 49'-9'' 12 2
49'-9'' to 75'-4'' 19 3
75'-4'' to 100'-11'' 25 4
1 1 1
1 1 1
1 1 1
23 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Location:
Plate Height (ft) =17.0
Stud Height (ft) = 16.6 Gravity Loads to Wall:
Le/d = 36.3 < 50 OK DL(psf) trib(ft) w e(in)
deflection < L/240 roof snow 15 14 700 0
wind/seismic (W/S)W floor live load 0 0 0 0
wind load, w (psf) =30 (Due to Wind)wall weight 15 4 60
0.6 * w = (psf) 18.0 misc. live load 0 0 0 0
snow load? (Y/N)Y w (total uniform load) = 760 plf
Lumber Grade: (1.3E - LSL)
fire rated assembly? (Y/N)N
Load Cases:
CD =1.60 CD =1.60 CD =1.15
P (lbs) = 270 per stud P (lbs) = 368 P (lbs) = 760 per stud
M (lb-ft) = 622 M (lb-ft) = 466 M (lb-ft) = 0
FcE (psi) =413 FcE (psi) =413 FcE (psi) =413
Fc' (psi) = 406 Fc' (psi) = 406 Fc' (psi) = 403
fc (psi) = 33 < Fc'OK fc (psi) = 45 < Fc'OK fc (psi) = 92 < Fc'OK
Fb' (psi) = 3039 Fb' (psi) = 3039 Fb' (psi) = 2184
fb (psi) = 987 < Fb'OK fb (psi) = 740 < Fb'OK fb (psi) = 0 < Fb'OK
CSR = 0.36 < 1.0 OK CSR = 0.28 < 1.0 OK CSR = 0.05 < 1.0 OK
D (in.) =0.80 = L/249 OK D (in.) =0.60 = L/332 OK D (in.) =0.00 = L/5000 OK
USE:1.5 x 5.5
Framing at Openings:
Trimmers:King Studs:
Trimmer supports only vertical load ... King stud supports only bending ...
Pcap (lbs) = 3327
(axial compression governs)Mcap (lb-ft) = 1842
Rcap (lbs) = 5156 trib width capacity (ft) = 2.96 for M < Mcap
trib width capacity (ft) = 1.04 for D < L /240 (governs)
35
Wood Stud Wall Design
Design based on NDS 2015
Slanted Wall
LL(psf)
0
0
D + 0.6*W D + 0.75*(0.6*W + S + LL) D + S
Slanted Wall at 12'' o.c.(1.3E - LSL)
Open Width (ft) Trimmer Studs (TS) King Studs (KS)
< 1'-0'' 1 1
1'-0'' to 3'-1'' 1 2
3'-1'' to 5'-2'' 1 3
5'-2'' to 7'-3'' 1 4
1 1 1
1 1 1
1 1 1
24 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Steel Column
AISC-Allowable Stress Design (ASD)
Mark:C1 Use:
Unsupported Height (ft) = 14.00 Index = 53
Member Properties:
Vertical Loads:A = 3.37 in^2 Fy = 46 ksi
PLL (k)PDL (k)ex (in) ey (in)Sx = 3.90 in^3 Sy = 3.90 in^3
2.60 0.80 18.00 Ix = 7.80 in^4 Iy = 7.80 in^4
0.00 0.00 -18.00
rx = 1.52 in^2 ry = 1.52 in^2
0.00 0.00 18.00
Kx =1.00 Ky =1.00
0.00 0.00 -18.00 Cc = 111.6 d = 4.00 in
2.60 0.80
Stress Check:
KL/ rx = 110.53 KL/ ry = 110.53
Fa = 12.22 ksi Fb = 30 ksi
Fex = 12.22 Fey = 12.22
Load Case P Mx My CSR
D+L 3.40 61.20 0.00 0.60 OK
D+L(+)3.40 61.20 0.00 0.60 OK
D+L(-)0.80 14.40 0.00 0.14 OK
HSS4x4x1/4
25 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
LATERAL
DESIGN
26 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Wood Posts/Studs
Design based on NDS 2015
Wood Species: Douglas-Fir
Axial Load Capacities (Kips)
(Load Duration = 1.15 Snow )Post Height (ft)
Post Size Bearing 8 10 11 12 14 16 18 20
* 2x4 DF stud 3.28 2.50 1.71 1.44 1.23 0.92 - - -
* 2x4 DF#2 3.28 3.04 2.02 1.69 1.43 1.06 - - -
4x4 DF#2 7.66 7.08 4.71 3.93 3.33 2.47 - - -
* 2x6 DF#2 5.16 9.30 6.92 5.96 5.15 3.91 3.06 2.45 2.00
4x6 DF#2, 2x4 wall 12.03 11.07 7.38 6.17 5.22 3.88 - - -
4x6 DF#2, 2x6 wall 12.03 21.70 16.16 13.90 12.01 9.13 7.14 5.71 4.67
6x6 DF#2 18.91 20.00 16.89 15.22 13.60 10.80 8.64 7.01 5.78
6x8 DF#1 25.78 32.82 25.96 22.76 19.93 15.41 12.15 9.77 8.01
6x10 DF#1 32.66 41.58 32.88 28.83 25.25 19.52 15.39 12.38 10.15
8x8 DF#2 35.16 41.50 38.77 37.01 35.03 30.58 26.08 22.03 18.62
* assumes post is continuously braced in weak direction.
(Load Duration = 1.00 Floor)Post Height (ft)
Post Size Bearing 8 10 11 12 14 16 18 20
* 2x4 DF stud 3.28 2.41 1.68 1.42 1.22 0.91 - - -
* 2x4 DF#2 3.28 2.98 2.00 1.67 1.42 1.05 - - -
4x4 DF#2 7.66 6.96 4.67 3.90 3.31 2.46 - - -
* 2x6 DF#2 5.16 8.68 6.67 5.79 5.04 3.86 3.03 2.43 1.99
4x6 DF#2, 2x4 wall 12.03 10.87 7.31 6.12 5.19 3.86 - - -
4x6 DF#2, 2x6 wall 12.03 20.26 15.56 13.51 11.75 9.01 7.07 5.67 4.64
6x6 DF#2 18.91 17.99 15.66 14.32 12.96 10.47 8.46 6.91 5.72
6x8 DF#1 25.78 30.05 24.58 21.83 19.30 15.10 11.98 9.68 7.95
6x10 DF#1 32.66 38.06 31.13 27.65 24.44 19.13 15.18 12.26 10.07
8x8 DF#2 35.16 36.59 34.61 33.34 31.87 28.46 24.76 21.23 18.13
* assumes post is continuously braced in weak direction.
206_Wood Post
27 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Key Plan Area =1
Risk Category =II
Geotech Report Done? :No
Site Class =D
Seismic Design Category =D [per ASCE 7-16 tables 11.6-1 and 11.6-2]
Importance Factor IE =1.00 [see ASCE 7-16 table 1.5-2]
Seismic Force Resisting System (Table 12.2-1) =
Structural System Height Limits (ft):65
Response Modification Coefficient, R =6.5
Overstrength factor, Ωο =3
Deflection Amplification Factor, Cd =4
Design Spectral Response Accelerations:
Ss =37.0%S1 =14.2%[per ATC Hazard by Location Website]
Fa = 1.50 Fv = 2.32 [per ASCE 7-16 table 11.4-1 & 11.4-2]
SMS =0.556g SM1 =0.329g [ASCE 7-16 equation 11.4-1 & 11.4-2]
SDS = 0.371g SD1 =0.219g [ASCE 7-16 equation 11.4-3 & 11.4-4]
TL =6 CS =0.057 T = 0.112
T0 =0.118
Ct =0.020 Cs-max =0.300 Ta =0.112 TS =0.591
x =0.750 Cs-min =0.016 Tmax =0.157 Sa =0.360
CS (controls)=0.057 CU =1.4 k = 1.00
Main Seismic Force Resisting System:
V = CsW =12.5 [per ASCE 7-16 equation 12.8-1]
Vertical Distribution of Main Seismic Force Resisting System [per ASCE 7-16 section 12.8.3]
Level hx (ft) wx (kip)wx hx
k (kip-ft)Cvx Fx (kip) Vx (kip)
Floor 10 218.8 2188 1.000 12.5 12.5
Totals: 219 2188 1.0 12.5
Transverse Diaphragm Design Forces [per ASCE 7-16 section 12.10.1.1]
Level hx (ft) wpx (kip) ∑wi (kip) ∑Fi (kip) Fpx (min) (kip) Fpx (max) (kip) Fpx (kip)
Floor 10 200.5 200.5 11.4 14.9 29.8 14.9
Longitudinal Diaphragm Design Forces [per ASCE 7-16 section 12.10.1.1]
Level hx (ft) wpx (kip) ∑wi (kip) ∑Fi (kip) Fpx (min) (kip) Fpx (max) (kip) Fpx (kip)
Floor 10 192.3 192.3 11.0 14.3 28.5 14.3
Design Seismic Lateral Loads
Equivalent Lateral Force Procedure per Chapters 11 and 12 of ASCE 7-16
[ASCE 7-16 table 1.5-1]
A.Light-frame (wood) walls sheathed with wood
structural panels rated for shear resistance
28 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Level =Roof Area =1 Total Seismic Weight = 218.8
Long. Wall Length (ft) =220 200 Area (ft^2) =5800 0
Trans. Wall Length (ft) =110 200 Dead Load (psf) =15 0
Plate Height (ft) =10 10 Live / Snow Load (psf) =50 0
Parapet Height (ft) =0 0 % Live / Snow Load =0% 0%
Wall Weight (psf) =15 10 Int. Partition Load (psf) =15 0
Misc. (lbs) =0 0 Misc. (lbs) =0 0
Long. Weight (k) = 16.5 10.0 Weight (k) = 174.0 0.0
Trans. Weight (k) = 8.3 10.0 Transverse Weight (k) =200.5
Longitudinal Weight (k) =192.3
Seismic Weights
Walls Roof / Floor
29 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
www.struware.com
Code Search
Code:
Occupancy:
Occupancy Group =B
Risk Category & Importance Factors:
Risk Category = II
Wind factor = 1.00
Snow factor = 1.00
Seismic factor = 1.00
Type of Construction:
Fire Rating:
Roof = 0.0 hr
Floor = 0.0 hr
Building Geometry:
Roof angle (θ) 1.00 / 12 4.8 deg
Building length (L) 171.0 ft
Least width (B) 100.0 ft
Mean Roof Ht (h) 26.0 ft
Parapet ht above grd 38.0 ft
Minimum parapet ht 3.0 ft
Live Loads:
Roof 0 to 200 sf: 20 psf
200 to 600 sf: 24 - 0.02Area, but not less than 12 psf
over 600 sf: 12 psf
Floor:
Typical Floor 50 psf
Partitions 15 psf
International Building Code 2018
Business
30 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Wind Loads :ASCE 7- 16
Ultimate Wind Speed 105 mph
Nominal Wind Speed 81.3 mph
Risk Category II
Exposure Category C
Enclosure Classif.Enclosed Building
Internal pressure +/-0.18
Directionality (Kd) 0.85
Kh case 1 0.953
Kh case 2 0.953
Type of roof Gable
Topographic Factor (Kzt)
Topography Flat
Hill Height (H) 0.0 ft H< 15ft;exp C
Half Hill Length (Lh) 0.0 ft \Kzt=1.0
Actual H/Lh = 0.00
Use H/Lh = 0.00
Modified Lh = 0.0 ft
From top of crest: x = 0.0 ft
Bldg up/down wind? downwind
H/Lh= 0.00
K1 =0.000
x/Lh = 0.00
K2 =0.000
z/Lh = 0.00
K3 =1.000
At Mean Roof Ht:
Kzt = (1+K1K2K3)^2 =1.00
Gust Effect Factor Flexible structure if natural frequency < 1 Hz (T > 1 second).
h =26.0 ft If building h/B>4 then may be flexible and should be investigated.
B = 100.0 ft h/B = 0.26 Rigid structure (low rise bldg)
/z (0.6h) =15.6 ft
G =0.85 Using rigid structure default
Rigid Structure Flexible or Dynamically Sensitive Structure
ē =0.20 34Natural Frequency (η1) =0.0 Hz
ℓ = 500 ft Damping ratio (β) = 0
zmin =15 ft /b =0.65
c = 0.20 /α = 0.15
gQ, gv =3.4 Vz =89.2
Lz =430.4 ft N1 =0.00
Q =0.88 Rn =0.000
Iz =0.23 Rh =28.282 η =0.000 h =26.0 ft
G =0.86 use G = 0.85 RB =28.282 η =0.000
RL =28.282 η =0.000
gR =0.000
R = 0.000
Gf = 0.000
Enclosure Classification 31 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Wind Loads - MWFRS h≤60' (Low-rise Buildings) except for open buildings
Kz = Kh (case 1) =0.95 Edge Strip (a) =10.0 ft
Base pressure (qh) =22.9 psf End Zone (2a) =20.0 ft
GCpi = +/-0.18 Zone 2 length =50.0 ft
Wind Pressure Coefficients
CASE A CASE B
Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi
1 0.40 0.58 0.22 -0.45 -0.27 -0.63
2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87
3 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55
4 -0.29 -0.11 -0.47 -0.45 -0.27 -0.63
5 0.40 0.58 0.22
6 -0.29 -0.11 -0.47
1E 0.61 0.79 0.43 -0.48 -0.30 -0.66
2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25
3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71
4E -0.43 -0.25 -0.61 -0.48 -0.30 -0.66
5E 0.61 0.79 0.43
6E -0.43 -0.25 -0.61
Ultimate Wind Surface Pressures (psf)
1 13.3 5.0 -6.2 -14.4
2 -11.7 -19.9 -11.7 -19.9
3 -4.3 -12.6 -4.3 -12.6
4 -2.5 -10.7 -6.2 -14.4
5 13.3 5.0
6 -2.5 -10.7
1E 18.1 9.8 -6.9 -15.1
2E -20.4 -28.6 -20.4 -28.6
3E -8.0 -16.2 -8.0 -16.2
4E -5.7 -13.9 -6.9 -15.1
5E 18.1 9.8
6E -5.7 -13.9
Parapet
Windward parapet = 37.2 psf (GCpn = +1.5)Windward roof
Leeward parapet = -24.8 psf (GCpn = -1.0)overhangs =16.0 psf (upward) add to
windward roof pressure
Horizontal MWFRS Simple Diaphragm Pressures (psf)
Transverse direction (normal to L)
Interior Zone: Wall 15.8 psf
Roof -7.3 psf **
End Zone: Wall 23.8 psf
Roof -12.3 psf **
Longitudinal direction (parallel to L)
Interior Zone: Wall 15.8 psf
End Zone: Wall 23.8 psf
** NOTE: Total horiz force shall not be less than that determined
by neglecting roof forces (except for MWFRS moment frames).
The code requires the MWFRS be designed for a min ultimate
force of 16 psf multiplied by the wall area plus an 8 psf force
applied to the vertical projection of the roof.
θ = 4.8 deg
32 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram.
Exception: One story buildings h<30' and 1 to 2 storybuildings framed with light-frame
construction or with flexible diaphragms need not be designed for the torsional load case.
NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram.
Exception: One story buildings h<30' and 1 to 2 storybuildings framed with light-frame
construction or with flexible diaphragms need not be designed for the torsional load case.
ASCE 7-98 & ASCE 7-10 (& later) - MWFRS wind pressure zones
ASCE 7-02 and ASCE 7-05 - MWFRS wind pressure zones
33 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Ultimate Wind Pressures
Wind Loads - Components & Cladding : h ≤ 60'
Kh (case 1) =0.95 h =26.0 ft
Base pressure (qh) =22.9 psf a =10.0 ft
Minimum parapet ht = 3.0 ft GCpi = +/-0.18
Roof Angle (θ) = 4.8 deg
Type of roof = Gable
Roof GCp +/- GCpi Surface Pressure (psf)User input
Area 10 sf 50 sf 100 sf 500 sf 10 sf 50 sf 100 sf 500 sf 75 sf 300 sf
Negative Zone 1 -1.18 -1.11 -1.08 -1.08 -27.0 -25.4 -24.7 -24.7 -25.0 -24.7
Negative Zone 2 -1.98 -1.49 -1.28 -1.28 -45.3 -34.1 -29.3 -29.3 -31.3 -29.3
Negative Zone 3 -1.98 -1.49 -1.28 -1.28 -45.3 -34.1 -29.3 -29.3 -31.3 -29.3
Positive Zone 1 0.48 0.41 0.38 0.38 16.0 16.0 16.0 16.0 16.0 16.0
Positive Zones 2 & 3 1.08 0.97 0.92 0.81 24.7 22.2 21.0 18.5 21.5 19.3
Overhang Zone 1&2 -1.7 -1.63 -1.6 -1.1 -38.9 -37.3 -36.6 -25.2 -36.9 -28.8
Overhang Zone 3 -1.7 -1.63 -1.6 -1.1 -38.9 -37.3 -36.6 -25.2 -36.9 -28.8
Negative zone 3 = zone 2, since parapet >= 3ft.
Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0
Overhang soffit pressure equals adj wall pressure (which includes internal pressure of 4.1 psf)
Parapet
qp =24.8 psf Surface Pressure (psf)User input
Solid Parapet Pressure 10 sf 20 sf 50 sf 100 sf 200 sf 500 sf 40 sf
CASE A: Zone 2 : 66.9 60.5 52.0 45.6 44.4 42.8 54.1
Zone 3 : 66.9 60.5 52.0 45.6 44.4 42.8 54.1
CASE B: Edge zones 2 : -46.8 -44.4 -41.3 -38.9 -36.6 -33.4 -42.1
Corner zones 3 : -53.5 -49.9 -45.2 -41.7 -38.1 -33.4 -46.4
Walls GCp +/- GCpi Surface Pressure (psf)
Area 10 sf 100 sf 200 sf 500 sf 10 sf 100 sf 200 sf 500 sf 10 sf 200 sf
Negative Zone 4 -1.17 -1.01 -0.96 -0.90 -26.8 -23.1 -22.0 -20.6 -26.8 -22.0
Negative Zone 5 -1.44 -1.12 -1.03 -0.90 -32.9 -25.7 -23.5 -20.6 -32.9 -23.5
Positive Zone 4 & 5 1.08 0.92 0.87 0.81 24.7 21.1 20.0 18.5 24.7 20.0
Note: GCp reduced by 10% due to roof angle <= 10 deg.
User input
34 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Location of C&C Wind Pressure Zones - ASCE 7-16
Roofs w/ θ ≤ 10° Walls h ≤ 60' Gable, Sawtooth and
and all walls & alt design h<90'Multispan Gable θ ≤ 7 degrees & Monoslope roofs
h > 60'Monoslope ≤ 3 degrees 3° < θ ≤ 10°
h ≤ 60' & alt design h<90' h ≤ 60' & alt design h<90'
Monoslope roofs Multispan Gable & Hip 7° < θ ≤ 27°
10° < θ ≤ 30° Gable 7° < θ ≤ 45°
h ≤ 60' & alt design h<90'
Sawtooth 10° < θ ≤ 45°
h ≤ 60' & alt design h<90'
Stepped roofs θ ≤ 3°
h ≤ 60' & alt design h<90'
35 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Key Plan Area =Mezzanine
Risk Category =II
Wind Speed =105
Exposure =C
Importance Factor Iw =1.00
Bldg/Area Length, L (ft)=108
Bldg/Area Width, W (ft)=53
Edge Strip (a) (ft)=5.3
End Zone (2a) (ft)= 10.6
Transverse Direction (normal to L):
Roof Type (receiving wind) =Flat
Use Only End Zone Pressures =N
Interior Pressure (psf) =12.0
Roof Interior Pressure (psf) =12.0
End Zone Pressure (psf) =12.0
Roof End Zone Pressure (psf) =12.0
Windward Parapet Pressure (psf) =0.0
Leeward Parapet Pressure (psf) =0.0
Overall Structure Height,Hx (ft) =11.0 OK
Vertical Distribution of Main Wind Force Resisting System
Level hi (ft)di (ft)wx-interior (plf)wx-end zone (plf)wx-min (plf)wx-avg (plf)Fx (kip)
Floor 10 1 72 72 96 96 10.4
Total: 96 10.4
Longitudinal Direction (parallel to L):
Roof Type (receiving wind) =Flat
Use Only End Zone Pressures =N
Interior Pressure (psf) =12.0
Roof Interior Pressure (psf) =12.0
End Zone Pressure (psf) =12.0
Roof End Zone Pressure (psf) =12.0
Windward Parapet Pressure (psf) =0.0
Leeward Parapet Pressure (psf) =0.0
Overall Structure Height,Hx (ft) =11.0 OK
Vertical Distribution of Main Wind Force Resisting System
Level hi (ft)di (ft)wx-interior (plf)wx-end zone (plf)wx-min (plf)wx-avg (plf)Fx (kip)
Floor 10 1 72 72 96 96 5.1
Total: 96 5.1
Wind Lateral Load Vertical Distribution for MWFRS <=60'
36 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Key Plan Area =Tower
Risk Category =II
Wind Speed =105
Exposure =C
Importance Factor Iw =1.00
Bldg/Area Length, L (ft)=30
Bldg/Area Width, W (ft)=30
Edge Strip (a) (ft)=3
End Zone (2a) (ft)= 6
Transverse Direction (normal to L):
Roof Type (receiving wind) =Flat
Use Only End Zone Pressures =N
Interior Pressure (psf) =9.5
Roof Interior Pressure (psf) =-7.3
End Zone Pressure (psf) =14.3
Roof End Zone Pressure (psf) =-12.3
Windward Parapet Pressure (psf) =37.2
Leeward Parapet Pressure (psf) =-24.8
Overall Structure Height,Hx (ft) =38.0 OK
Vertical Distribution of Main Wind Force Resisting System
Level hi (ft)di (ft)wx-interior (plf)wx-end zone (plf)wx-min (plf)wx-avg (plf)Fx (kip)
Floor 10 2 252 286 160 266 8.0
Roof 21 2 166 250 280 280 8.4
Total: 546 16.4
Longitudinal Direction (parallel to L):
Roof Type (receiving wind) =
Use Only End Zone Pressures =
Interior Pressure (psf) =
Roof Interior Pressure (psf) =
End Zone Pressure (psf) =
Roof End Zone Pressure (psf) =
Windward Parapet Pressure (psf) =
Leeward Parapet Pressure (psf) =
Overall Structure Height,Hx (ft) =OK
Vertical Distribution of Main Wind Force Resisting System
Level hi (ft)di (ft)wx-interior (plf)wx-end zone (plf)wx-min (plf)wx-avg (plf)Fx (kip)
0 0 0 0 0.0
Total: 0 0.0
Wind Lateral Load Vertical Distribution for MWFRS <=60'
37 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :1
VSEISMIC =3,000 lbs SDS = 0.500g
E = 0.70 x V = 2,100 lbs S.D.C. =D
WWIND =8,200 lbs
F = 0.60 x W = 4,920 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)11.0
Floor DL (psf) =15 height (ft)18.0
Wall DL (psf) =15 roof trib. (ft)14.0
floor trib. (ft)0.0
Distance from HD to End of Wall (in)6
Stud Wall Thickness (in)6
Shearwall Anchored Into:Concrete
aspect ratio 1.6
aspect ratio factor 2w/l 1.00
Seismic F (lbs)2100
shear (plf)191
allowable shear (plf)260
suggested shearwall type 5
Mot (ft-lbs)37800
DL factor A =1.07
A x wDL (plf)514
End Post Compression(lbs)5277
DL factor B 0.53
B x wDL (plf)254
End Post Uplift for Anchor Holdowns (lbs)2194
End Post Uplift for Straps (lbs)2117
Wind F (lbs)4920
shear (plf)447
allowable shear (plf)532
suggested shearwall type 6
Mot (ft-lbs)88560
wDL (plf)480
End Post Compression(lbs)10063
DL factor C 0.60
C x wDL (plf)288
End Post Uplift for Anchor Holdowns (lbs)6895
End Post Uplift for Straps (lbs)6654
Maximum End Post Compression (lbs)10063
Recommended Minimum End Post for Compression 6x8
Controlling Anchor Holdown Uplift (lbs)6895
Recommended Anchor Holdown HDU8
Anchor at Midwall SB5/8x24
Anchor at Corner SB5/8x24
Anchor at Endwall SB7/8X24
Controlling Strap Holdown Uplift (lbs)--
Recommended Strap Holdown at Midwall --
Recommended Strap Holdown at Corner --
Recommended Strap Holdown at Endwall --
Line 1, Use:SW6
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
38 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :2
VSEISMIC =6,400 lbs SDS = 0.500g
E = 0.70 x V = 4,480 lbs S.D.C. =D
WWIND =8,200 lbs
F = 0.60 x W = 4,920 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)9.0 10.0
Floor DL (psf) =15 height (ft)10.0 10.0
Wall DL (psf) =15 roof trib. (ft)0.0 0.0
floor trib. (ft)21.0 21.0
Distance from HD to End of Wall (in)6 6
Stud Wall Thickness (in)6 6
Shearwall Anchored Into:Concrete Concrete
aspect ratio 1.1 1.0
aspect ratio factor 2w/l 1.00 1.00
Seismic F (lbs)2122 2358
shear (plf)236 236
allowable shear (plf)260 260
suggested shearwall type 5 5
Mot (ft-lbs)21221 23579
DL factor A =1.07 1.07
A x wDL (plf)498 498
End Post Compression(lbs)4138 4107
DL factor B 0.53 0.53
B x wDL (plf)246 246
End Post Uplift for Anchor Holdowns (lbs)1375 1234
End Post Uplift for Straps (lbs)1316 1186
Wind F (lbs)2331 2589
shear (plf)259 259
allowable shear (plf)364 364
suggested shearwall type 5 5
Mot (ft-lbs)23305 25895
wDL (plf)465 465
End Post Compression(lbs)4282 4250
DL factor C 0.60 0.60
C x wDL (plf)279 279
End Post Uplift for Anchor Holdowns (lbs)1471 1311
End Post Uplift for Straps (lbs)1408 1261
Maximum End Post Compression (lbs)4282 4250
Recommended Minimum End Post for Compression (2) 2x6 (2) 2x6
Controlling Anchor Holdown Uplift (lbs)1471 1311
Recommended Anchor Holdown LTTP2 LTTP2
Anchor at Midwall SSTB16 SSTB16
Anchor at Corner SSTB16 SSTB16
Anchor at Endwall SSTB16 SSTB16
Controlling Strap Holdown Uplift (lbs)1408 1261
Recommended Strap Holdown at Midwall LSTHD8 LSTHD8
Recommended Strap Holdown at Corner LSTHD8 LSTHD8
Recommended Strap Holdown at Endwall LSTHD8 LSTHD8
Line 2, Use:SW5 SW5
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
39 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :4
VSEISMIC =6,400 lbs SDS = 0.500g
E = 0.70 x V = 4,480 lbs S.D.C. =D
WWIND =8,200 lbs
F = 0.60 x W = 4,920 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)25.0
Floor DL (psf) =15 height (ft)10.0
Wall DL (psf) =15 roof trib. (ft)0.0
floor trib. (ft)25.0
Distance from HD to End of Wall (in)6
Stud Wall Thickness (in)6
Shearwall Anchored Into:Concrete
aspect ratio 0.4
aspect ratio factor 2w/l 1.00
Seismic F (lbs)4480
shear (plf)179
allowable shear (plf)260
suggested shearwall type 5
Mot (ft-lbs)44800
DL factor A =1.07
A x wDL (plf)562
End Post Compression(lbs)3566
DL factor B 0.53
B x wDL (plf)278
End Post Uplift for Anchor Holdowns (lbs)0
End Post Uplift for Straps (lbs)0
Wind F (lbs)4920
shear (plf)197
allowable shear (plf)218
suggested shearwall type 4
Mot (ft-lbs)49200
wDL (plf)525
End Post Compression(lbs)3634
DL factor C 0.60
C x wDL (plf)315
End Post Uplift for Anchor Holdowns (lbs)0
End Post Uplift for Straps (lbs)0
Maximum End Post Compression (lbs)3634
Recommended Minimum End Post for Compression (2) 2x6
Controlling Anchor Holdown Uplift (lbs)0
Recommended Anchor Holdown
Anchor at Midwall
Anchor at Corner
Anchor at Endwall
Controlling Strap Holdown Uplift (lbs)0
Recommended Strap Holdown at Midwall
Recommended Strap Holdown at Corner
Recommended Strap Holdown at Endwall
Line 4, Use:SW5
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
40 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :5
VSEISMIC =3,000 lbs SDS = 0.500g
E = 0.70 x V = 2,100 lbs S.D.C. =D
WWIND =8,200 lbs
F = 0.60 x W = 4,920 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)23.3
Floor DL (psf) =15 height (ft)18.0
Wall DL (psf) =15 roof trib. (ft)14.0
floor trib. (ft)0.0
Distance from HD to End of Wall (in)6
Stud Wall Thickness (in)6
Shearwall Anchored Into:Concrete
aspect ratio 0.8
aspect ratio factor 2w/l 1.00
Seismic F (lbs)2100
shear (plf)90
allowable shear (plf)156
suggested shearwall type 4
Mot (ft-lbs)37800
DL factor A =1.07
A x wDL (plf)514
End Post Compression(lbs)3254
DL factor B 0.53
B x wDL (plf)254
End Post Uplift for Anchor Holdowns (lbs)0
End Post Uplift for Straps (lbs)0
Wind F (lbs)4920
shear (plf)212
allowable shear (plf)218
suggested shearwall type 4
Mot (ft-lbs)88560
wDL (plf)480
End Post Compression(lbs)5394
DL factor C 0.60
C x wDL (plf)288
End Post Uplift for Anchor Holdowns (lbs)neglect
End Post Uplift for Straps (lbs)neglect
Maximum End Post Compression (lbs)5394
Recommended Minimum End Post for Compression 4x6
Controlling Anchor Holdown Uplift (lbs)0
Recommended Anchor Holdown
Anchor at Midwall
Anchor at Corner
Anchor at Endwall
Controlling Strap Holdown Uplift (lbs)0
Recommended Strap Holdown at Midwall
Recommended Strap Holdown at Corner
Recommended Strap Holdown at Endwall
Line 5, Use:SW4
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
41 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :J
VSEISMIC =6,300 lbs SDS = 0.500g
E = 0.70 x V = 4,410 lbs S.D.C. =D
WWIND =8,200 lbs
F = 0.60 x W = 4,920 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)9.7 8.0 8.0
Floor DL (psf) =15 height (ft)10.0 10.0 10.0
Wall DL (psf) =15 roof trib. (ft)2.0 2.0 2.0
floor trib. (ft)2.0 2.0 2.0
Distance from HD to End of Wall (in)6 6 6
Stud Wall Thickness (in)6 6 6
Shearwall Anchored Into:Concrete Concrete Concrete
aspect ratio 1.0 1.3 1.3
aspect ratio factor 2w/l 1.00 1.00 1.00
Seismic F (lbs)1661 1374 1374
shear (plf)172 172 172
allowable shear (plf)260 260 260
suggested shearwall type 5 5 5
Mot (ft-lbs)16613 13744 13744
DL factor A =1.07 1.07 1.07
A x wDL (plf)225 225 225
End Post Compression(lbs)2557 2595 2595
DL factor B 0.53 0.53 0.53
B x wDL (plf)111 111 111
End Post Uplift for Anchor Holdowns (lbs)1276 1396 1396
End Post Uplift for Straps (lbs)1225 1328 1328
Wind F (lbs)1853 1533 1533
shear (plf)192 192 192
allowable shear (plf)218 218 218
suggested shearwall type 4 4 4
Mot (ft-lbs)18534 15333 15333
wDL (plf)210 210 210
End Post Compression(lbs)2723 2762 2762
DL factor C 0.60 0.60 0.60
C x wDL (plf)126 126 126
End Post Uplift for Anchor Holdowns (lbs)1415 1549 1549
End Post Uplift for Straps (lbs)1358 1474 1474
Maximum End Post Compression (lbs)2723 2762 2762
Recommended Minimum End Post for Compression (2) 2x6 (2) 2x6 (2) 2x6
Controlling Anchor Holdown Uplift (lbs)1415 1549 1549
Recommended Anchor Holdown LTTP2 LTTP2 LTTP2
Anchor at Midwall SSTB16 SSTB16 SSTB16
Anchor at Corner SSTB16 SSTB16 SSTB16
Anchor at Endwall SSTB16 SSTB16 SSTB16
Controlling Strap Holdown Uplift (lbs)1358 1474 1474
Recommended Strap Holdown at Midwall LSTHD8 LSTHD8 LSTHD8
Recommended Strap Holdown at Corner LSTHD8 LSTHD8 LSTHD8
Recommended Strap Holdown at Endwall LSTHD8 LSTHD8 LSTHD8
Line J SW5 SW5 SW5
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
42 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :F
VSEISMIC =6,300 lbs SDS = 0.500g
E = 0.70 x V = 4,410 lbs S.D.C. =D
WWIND =5,200 lbs
F = 0.60 x W = 3,120 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)17.0 23.0
Floor DL (psf) =15 height (ft)10.0 10.0
Wall DL (psf) =15 roof trib. (ft)0.0 0.0
floor trib. (ft)2.0 2.0
Distance from HD to End of Wall (in)6 6
Stud Wall Thickness (in)6 6
Shearwall Anchored Into:Concrete Concrete
aspect ratio 0.6 0.4
aspect ratio factor 2w/l 1.00 1.00
Seismic F (lbs)1874 2536
shear (plf)110 110
allowable shear (plf)156 156
suggested shearwall type 4 4
Mot (ft-lbs)18743 25358
DL factor A =1.07 1.07
A x wDL (plf)193 193
End Post Compression(lbs)1744 1727
DL factor B 0.53 0.53
B x wDL (plf)95 95
End Post Uplift for Anchor Holdowns (lbs)neglect neglect
End Post Uplift for Straps (lbs)neglect neglect
Wind F (lbs)1326 1794
shear (plf)78 78
allowable shear (plf)218 218
suggested shearwall type 4 4
Mot (ft-lbs)13260 17940
wDL (plf)180 180
End Post Compression(lbs)1370 1357
DL factor C 0.60 0.60
C x wDL (plf)108 108
End Post Uplift for Anchor Holdowns (lbs)0 0
End Post Uplift for Straps (lbs)0 0
Maximum End Post Compression (lbs)1744 1727
Recommended Minimum End Post for Compression (2) 2x6 (2) 2x6
Controlling Anchor Holdown Uplift (lbs)0 0
Recommended Anchor Holdown
Anchor at Midwall
Anchor at Corner
Anchor at Endwall
Controlling Strap Holdown Uplift (lbs)0 0
Recommended Strap Holdown at Midwall
Recommended Strap Holdown at Corner
Recommended Strap Holdown at Endwall
Line F SW4 SW4
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
43 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :2r
VSEISMIC =1,500 lbs SDS = 0.500g
E = 0.70 x V = 1,050 lbs S.D.C. =D
WWIND =4,200 lbs
F = 0.60 x W = 2,520 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)7.7
Floor DL (psf) =15 height (ft)18.0
Wall DL (psf) =15 roof trib. (ft)14.0
floor trib. (ft)0.0
Distance from HD to End of Wall (in)6
Stud Wall Thickness (in)6
Shearwall Anchored Into:Wood
aspect ratio 2.3
aspect ratio factor 2w/l 0.85
Seismic F (lbs)1050
shear (plf)137
allowable shear (plf)222
suggested shearwall type 5
Mot (ft-lbs)18900
DL factor A =1.07
A x wDL (plf)514
End Post Compression(lbs)4360
DL factor B 0.53
B x wDL (plf)254
End Post Uplift for Anchor Holdowns (lbs)1655
End Post Uplift for Straps (lbs)1572
Wind F (lbs)2520
shear (plf)329
allowable shear (plf)453
suggested shearwall type 6
Mot (ft-lbs)45360
wDL (plf)480
End Post Compression(lbs)8006
DL factor C 0.60
C x wDL (plf)288
End Post Uplift for Anchor Holdowns (lbs)5275
End Post Uplift for Straps (lbs)5009
Maximum End Post Compression (lbs)8006
Recommended Minimum End Post for Compression 6x6
Controlling Anchor Holdown Uplift (lbs)5275
Recommended Anchor Holdown HDU5
Anchor at Midwall 1/2" Anchor
Anchor at Corner
Anchor at Endwall
Controlling Strap Holdown Uplift (lbs)5009
Recommended Strap Holdown at Midwall MSTC66
Recommended Strap Holdown at Corner
Recommended Strap Holdown at Endwall
Line 2r SW6
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
44 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
FOUNDATION
DESIGN
45 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Shear
Line :3r
VSEISMIC =1,500 lbs SDS = 0.500g
E = 0.70 x V = 1,050 lbs S.D.C. =D
WWIND =4,200 lbs
F = 0.60 x W = 2,520 lbs
wall segments:1 2 3 4 5 6
Roof DL (psf) =15 length (ft)8.5
Floor DL (psf) =15 height (ft)18.0
Wall DL (psf) =15 roof trib. (ft)14.0
floor trib. (ft)0.0
Distance from HD to End of Wall (in)6
Stud Wall Thickness (in)6
Shearwall Anchored Into:Wood
aspect ratio 2.1
aspect ratio factor 2w/l 0.94
Seismic F (lbs)1050
shear (plf)124
allowable shear (plf)246
suggested shearwall type 5
Mot (ft-lbs)18900
DL factor A =1.07
A x wDL (plf)514
End Post Compression(lbs)4063
DL factor B 0.53
B x wDL (plf)254
End Post Uplift for Anchor Holdowns (lbs)1267
End Post Uplift for Straps (lbs)1210
Wind F (lbs)2520
shear (plf)296
allowable shear (plf)344
suggested shearwall type 5
Mot (ft-lbs)45360
wDL (plf)480
End Post Compression(lbs)7314
DL factor C 0.60
C x wDL (plf)288
End Post Uplift for Anchor Holdowns (lbs)4478
End Post Uplift for Straps (lbs)4274
Maximum End Post Compression (lbs)7314
Recommended Minimum End Post for Compression 6x6
Controlling Anchor Holdown Uplift (lbs)4478
Recommended Anchor Holdown HTT5
Anchor at Midwall 1/2" Anchor
Anchor at Corner
Anchor at Endwall
Controlling Strap Holdown Uplift (lbs)4274
Recommended Strap Holdown at Midwall MSTC52
Recommended Strap Holdown at Corner
Recommended Strap Holdown at Endwall
Line 3r SW5
Wood Stud Shear Walls
2015 INTERNATIONAL BUILDING CODE (IBC)
Wood Framing: Douglas-Fir OR Southern Pine
46 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Continuous Concrete Wall Footings
Strength Design per ACI 318-11
Mark:Allowable q (psf) =1500
U = 1.2DL + 1.6LL Code Increases (Y/N) =N
DL LL trib(ft)
P DL (k/ft)P LL (k/ft)Pu (k/ft)
roof 20 20 15 0.30 0.30 0.84
floor 0 0 0 0.00 0.00 0.00
wall 15 0 14 0.21 0.00 0.25
misc.0 0 0 0.00 0.00 0.00
Total(k/ft) =0.51 0.30 1.09
Footing Dimensions
Width (in) =16 Adjusted q (psf) = 1500 stemwall width(in) =8
Thickness (in) =8 Allowable qu (psf) = 2022.222 stemwall height(in) =24
qmax (psf) =819 OK Pmax (kips) =11.7
Footing Type: Strip(S) or Turndown Edge(T) or Monolithic w/Slab(M) =S unfactored
Continuous Reinforcing
Rebar Size =#4 Check p Other Parameters
area of bar(in^2) = 0.20 Min p =0.0018 fy (psi) = 60000
bar diameter(in) = 0.50 Max p =0.0134 f'c (psi) =2500
Total Bars = 2 Use p =0.0018 B1 =0.85
As req(in^2)= 0.2304 Reinforcement Top and Bottom(Y/N) =N
Transverse Reinforcing Not Required
Rebar Size =#4 Check p Check Development Length
area of bar(in^2) = 0.20 L' (ft) = 0.33 p =0.0000 fy (psi) = 60000
bar diameter(in) = 0.50 Mu (k-ft) = 0.02 Min p =0.0001 Ld1 (in) =24.0
Spacing (in) = 1861 d (in)= 4.25 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.00 Use p =0.0001 Ld3 (in) =12
Less than pmax, OK Available Ld (in) = 13.3
F16 Use: 16'' wide x 8''
thick Continuous Concrete Footing
w/ 2 #4
Continuous
Max. Point Load:
F16
47 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building
Concrete Pad Footing
Strength Design per ACI 318-11
Mark:
Material Data
P Self (k) = 1.09 M DL (k-ft) =0.00 Allowable q (psf) =1500
P DL (k) =3.00 M LL (k-ft) =0.00 f'c (psi) =2500 B 1 =0.85
P LL (k) =6.00 Accidental Eccentricity =N Bars #3 and smaller, Fy (ksi) = 40
Pu (k) = 14.5 Mu (k-ft) = 0.00 Bars #4 and bigger, Fy (ksi) = 60
e (ft) = 0.00
within middle 3rd
Footing Dimensions: Column/Pier Base: Shear Check:
Long (ft) =3 Long Direction (in) =12 Punching Vc (psi) = 170
Short (ft) =3 Short Direction (in)=12 Wide Bm Vc (psi) = 85
Thickness (in) =10 Wide Bm Shear Cap. (lb/in) > Shear Force (lb/in)
% in center band B=100%574 >59 OK
Punching Shear Resistance (k) > Applied Force (k)
Bearing Pressures:86 >11 OK
q min (psf) =1121 q max (psf) =1121 OK
qu-max (psf) =1612 qu at edge of base (psf) =1612
qu-min (psf) =1612 qu at edge of base (psf) =1612
Reinforcing:
Reinforcement Top and Bottom(Y/N) =N
Base As(min) on calc'd As(4/3) (Y/N) =Y
Check Development Length
L' long (ft) = 1.00 Bar size =#4 p =0.0003 Fy (psi) = 60000
Mu (k-ft) = 0.81 area of bar = 0.20 Min p =0.0004 Ld1 (in) =24.0
d (in)= 6.75 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.03 Spacing (in) = 68 Use p =0.0004 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.8 OK
Check Development Length
L' short (ft) = 1.00 Bar size =#4 p =0.0002 Fy (psi) = 60000
Mu (k-ft) = 0.40 area of bar = 0.20 Min p =0.0002 Ld1 (in) =24.0
d (in)= 6.25 bar diameter = 0.5 Max p =0.0134 Ld2 (in) =12
As req(in^2/ft)= 0.01 Spacing (in) = 135 Use p =0.0002 Ld3 (in) =12
Total Bars = 1 Less than pmax, OK Available Ld (in) = 27.3 OK
3' Square Ftg Use:
w/ 1 #4
3.0 feet long x 3.0 feet wide x 10'' thick Footing
Each Way
3' Square Ftg
Loads: (U = 1.2DL + 1.6LL)
Long Direction Check p
Short Direction Check p
48 of 48
FROST Structural Engineering
Project Name:Project No. : Eng. : Date : Sheet :
DBP FSE12/13/22IF22-330Cedarpoint Trucking Metal Building