HomeMy WebLinkAboutWORKING CONSTRUCTION SET 2/3/23 - 22-00588 - Cedar Point Trucking - New Commercial BldgAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Cedar Point Trucking - New Commercial Bldg
Address : 3202 W 5000 S
Application Type :
Document Filename : MADISON COUNTY PERMIT APPLICATION - 12-19-22.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G1.0 Free Text Cody Jones : Building Open 1 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..
G1.1 Free Text Cody Jones : Building Open 3 Penetrations shall comply with Section 714.
Openings to be rated as per Section 716.
Concealed spaces need to be fireblocked/draftstopped as per
section 718.
G1.1 Free Text Cody Jones : Building Open 3 Drinking fountains
G1.1 Free Text Cody Jones : Building Open 3 156
# 22-00588
Madison County - Commercial
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 12.27.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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AREA 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
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Trucking\BIM\924-Cedar Point Trucking.rvt
G1.0
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#924
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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
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S:\Drawings\924 - Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
G1.1
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#924
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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
"
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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
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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
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AP
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3 4 " M A X
AF
F
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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
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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
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Checked By:
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File:
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G1.2
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#924
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SCALE:3/8" = 1'-0"
Standard Accessibility Installation Requirements
SCALE:1/2" = 1'-0"
Typical Clearance Requirements
UP
UP
W/
D
W/
D
UP
REF.
11
22
A
A
B
B
C
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D
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4' - 0"25' - 0"25' - 0"25' - 0"25' - 0"4' - 0"
4'
-
0
"
26
'
-
0
"
27
'
-
0
"
4'
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0
"
26
'
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27
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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
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Drawn By:
Checked By:
Plot Date:
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11/29/2022 10:59:25 AM
S:\Drawings\924 - Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.1
1S
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9/27/22
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SCALE:1/4" = 1'-0"
1ST FLOOR
NORTH
RE
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UP
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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
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"
D
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P
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S
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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
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12/9/2022 4:09:15 PM
S:\Drawings\924 - Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.2
2N
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SCALE:1/4" = 1'-0"
2ND FLOOR
NORTH
W/D
W/D
UP
UP
UP
RE
F
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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
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STATE OF IDAHO
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Drawing Number:
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10/10/2022 4:57:45 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A1.0
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#924
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9/27/2022
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9/27/22
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SCALE:1/8" = 1'-0"
OVERALL FLOOR PLAN - 1ST FLOOR
NO
R
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SEE ENLARGED FLOORPLANS FOR CURRENT LAYOUT
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
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10/10/2022 4:57:57 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A2.1
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#924
CE
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9/27/2022
GTO
BAM
9/27/22
RE
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B
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ID
A
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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
7'
-
0
"
7'
-
0
"
VENTURE
BUILDERS
7'
-
0
"
7'
-
0
"
7'
-
0
"
16'-1"
24'-2"
24
'
-
2
"
10
'
-
0
"
5'-0"
1'-0"
1'-0"
2'
-
0
"
10
'
-
0
"
12
'
-
5
"
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
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10/10/2022 4:57:58 PM
S:\Drawings\924-Cedarpoint
Trucking\BIM\924-Cedar Point Trucking.rvt
A3.1
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#924
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9/27/2022
GTO
BAM
9/27/22
RE
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ID
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DOOR SCHEDULE
MA
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Single Pair
DOOR FRAME
UL
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HA
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SIZE
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101A ●4' - 0" 8' - 0" 0' - 1 3/4" ALUM ANOD ALUM. ANOD D,G,H,I,J
102A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
103A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
104A ●4' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,C
105A ●3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT HM PAINT A,D,E,F,
G,H,I
105B ●3' - 0" 7' - 0" 0' - 1 3/4" HMI PAINT HMI PAINT 180 A,B,E,F,
G
106A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
107A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
108A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
109A ●2' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
110A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
111A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
112A ●4' - 0" 7' - 0" 0' - 1 3/4" HMI PAINT HMI PAINT 180 A,B,E,F,
G
112B ●8' - 0" 5' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY 180 E,I,J
113A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
114A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
115A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
116A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
116B ●6' - 0" 7' - 0" 0' - 1 3/8" WOOD PAINT WOOD PAINT K
117A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
118A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
119A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
119B ●3' - 0" 7' - 0" 0' - 1 3/8" WOOD PAINT WOOD PAINT K
120A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
120B ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,C
121A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
122A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
123A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
124A ●12' - 0" 6' - 8" 0' - 1" ALUM ANOD ALUM. ANOD J
125A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
126A ●4' - 0" 8' - 0" 0' - 1 3/4" ALUM ANOD ALUM. ANOD D,G,H,I,J
127A ●3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT HM PAINT A,B,E,F,
G,H
127B ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
127C ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
127D ●12' - 0" 12' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY 180 E,I,J 1,2
127E ●12' - 0" 12' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY 180 E,I,J 1,2
127F ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
127G ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
127H ●3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT HM PAINT A,B,E,F,
G,H
128A ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
128B ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
128C ●3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT HM PAINT A,B,E,F,
G,H
128D ●8' - 0" 10' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
128E ●3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT HM PAINT A,B,E,F,
G,H
128F ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
128G ●16' - 0" 14' - 0" 0' - 1 1/2" STEEL FACTORY STEEL FACTORY I,J 2
202A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
202B ●8' - 0" 7' - 0" 0' - 1 3/8" WOOD PAINT WOOD PAINT J
204A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
205A ●2' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,C
206A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
207A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
208A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
209A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,C,E,F,
G
210A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
211A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
212A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
213A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
214A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
215A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
217A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
218A ●3' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B
219A ●2' - 0" 7' - 0" 0' - 1 3/4" WOOD PAINT WOOD PAINT A,B,E
220A 8' - 0" 7' - 0"
221A ●12' - 0" 6' - 8" 0' - 1" ALUM ANOD ALUM. ANOD J
SCALE:1/2" = 1'-0"
STAIR SECTION
HARDWARE:
A. 3 HINGES
B. LEVER LOCK SET VERIFY FUNCTION W/ OWNER
C. LEVER LATCH SET
D. PUSH/PULL, W/ SIGN "THIS DOOR TO REMAIN UNLOCKED DOOR BUSINESS HOURS"
E. SMOKE SEAL
F. DOOR CLOSER
G. DOOR SWEEP
H. THRESHOLD
I. CYLINDER LOCK
J. BALANCE OF HARDWARE BY DOOR MANUFACTURER
K. BARN DOOR/POCKET DOOR HARDWARE W/ LOCK
L. SLIDING DOOR HARDWARE W/ LOCK
REMARKS:
1. DOOR SHALL BE CONNECTED TO FUSELINK THAT CLOSES DOOR AUTOMATICALLY
2. OVERHEAD DOOR
NOTE:
• ALL DOORS TO RECENE DOOR STOPS
• ALL DOORS TO RECENE DOOR SILENCERS, U.N.O.
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
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Drawn By:
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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
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#924
CE
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Issue Date
GTO
BAM
RE
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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
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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
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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
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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
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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.
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
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1
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CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
TYPICAL DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
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PROJECT MANAGER:CAD OPERATOR:
D
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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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
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CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FOUNDATION PLAN
4712 S HWY 191
REXBURG, IDAHO 83440
...
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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
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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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
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REXBURG, IDAHO 83440
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P R O F E S S I O N A L ENG
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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
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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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
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REXBURG, IDAHO 83440
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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
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.
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
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1
4
/
2
2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FOUNDATION DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
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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
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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
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12/13/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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.
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
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CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FLOOR FRAMING DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
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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
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ATE O F I D A H O
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11/14/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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.
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
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2
CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
FLOOR FRAMING DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
...
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305WOOD JOIST AT WOOD STUD WALL
N
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C
A
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1
1
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9 8 7
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3
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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
...
...
...
...
...
...
....
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ATE O F I D A H O
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11/14/22
14134
D
VID B .P O R T E R
L I C E N SED
PROJECT MANAGER:CAD OPERATOR:
D
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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.
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
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CEDARPOINT TRUCKING METAL BUILDING
VENTURE BUILDERS
RMSDBPIF22-330
ROOF FRAMING DETAILS
4712 S HWY 191
REXBURG, IDAHO 83440
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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
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BASIC ERECTION GUIDE 4001BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003SSR ROOF PANEL ERECTION GUIDE 4005
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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
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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
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VP.FILENAME: C:\Users\isflores\OneDrive - BlueScope\Desktop\ORDERS\01 PERMIT DRAWINGS\01 - 22-012241-01\01 VISION FILE\ARD\04 Cedarpoin
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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
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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
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AR1-2 (4)3/4" Dia.
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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
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1 13BSE2310714
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100'-0"
26
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26
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26
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26
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26
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26
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49'-6"49'-6"
CX014CX014RBX032CX014CX014
26
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26
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26
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26
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EPX001
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RB
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ICX006
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3
RB
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4
RB
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RB
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EPX006
EPX007
EPX008
EPX009
EPX010
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1 4 R U 2 8 0 8
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15
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50'-6"
125'-0"24'-6"1
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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
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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#
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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.
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(
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)
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
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0
5
6
0
2
0
0
5
5
0
0
3
S
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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
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0
2
R
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0
0
7
R
B
X
0
0
6
R
B
X
0
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5
R
B
X
0
0
4
RBX034 RBX002RBX001CX001
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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
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0
6
4
0
1
0
0
5
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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
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d
e
99'-6"
lo
n
g
s
i
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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#
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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
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B
BL156'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 4
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FBLC2
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GFB2090
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C X 0 0 7
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RBX021
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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