HomeMy WebLinkAboutPLANS - 21-00589 - Madison Armory Indoor Gun Range.pdfSHEET INDEX
G-101
C-101
C-102
C-103
C-104
C-105
C-106
C-107
C-108
A-101
A-102
A-201
A-301
A-302
A-401
A-402
S-101
S-301
S-401
S-402
R-101
Z001
Z100
Z101.1
Z101.2
Z102.1
Z102.2
Z103.1
Z103.2
Z104
Z301.1
Z301.2
Z301.3
Z301.4
Z302.1
Z302.2
Z511.5
Z511.6
Z511.9
Z525.3
Z531.2
Z586.4
Z587.2
Z700.1
Z700.2
Z702.1
Z703
Z704
ZM001
ZM002
ZM003
ZM101.1
ZM102.1
ZM103.1
ZM301.1
ZM501
ZM502
ZM601
ZM602
ZM603
E-101
COVER SHEET
CIVIL TITLE SHEET
CIVIL NOTES
CIVIL REFERENCE SHEET
CIVIL EXISTING CONDITIONS
CIVIL SITE PLAN
CIVIL WATER MAIN EXTENSTION AND PROFILE
CIVIL BEST MANAGEMENT PRACTICES
CIVIL BEST MANAGEMENT PRACTICES DETAILS
ADA
FIRE/ SAFETY
MAIN FLOOR
ELEVATIONS
ELEVATIONS
SECTIONS
SECTIONS
FOUNDATION
WALL FRAMING
ROOF FRAMING
ROOF BEARING
DETAILS
ACTION TARGET INDEX PAGE
RANGE SITE PLAN
25YD RANGE PLAN
50YD RANGE PLAN
25 YD RANGE HANGING POINTS
50YD RANGE HANGING POINTS
25 YD RANGE REFLECTED CEILING PLAN
50YD RANGE REFLECTED CEILING PLAN
25 YD AND 50 YD TRAP FOOTPRINT
25 YD RANGE FIRING LINE SECTION
25 YD TARGET LINE SECTION
50YD RANGE FIRING LINE SECTION
50YD RANGE TARGET LINE SECTION
25YD RANGE INSTALL DIMENSIONS
50YD RANGE INSTALL DIMENSIONS
MODULAR BAFFLE (ZPURLIN) DETAILS
TACTICAL BAFFLE (Z PURLIN) DETAILS
TACTICAL BAFFLE CLOSURE PANEL DETAILS
RUBBER BERM TRAP DETAILS
PILOT DETAILS
GUARDSMEN STALL DETAILS
WALL PEPP (WOOD FURRING) DETAILS
25YD RANGE ELECTRICAL PLAN
50 YD RANGE ELECTRICAL PLAN
RANGE ELECTRICAL SCHEMATIC
SERVER RACK PORTS
ELECTRICAL SCHEDULES AND TABLES
SHEET INDEX
SYMBOLS, ABBREVIATIONS, AND NOTES
HVAC SPECIFICATIONS
HVAC 25YD & 50 YD RANGE PLAN
HVAC 25YD & 50YD PENETRATION PLAN
HVAC 25YD & 50YD ROOF PLAN
HVAC 50YD RANGE SECTION
AIRFLOW SCHEMATIC PURGE SYSTEM
LOW VOLTAGE SCHEMATIC PURGE SYSTEM
MECHANICAL HVAC SCHEDULES
MECHANICAL DETAILS
MECHANICAL DETAILS
MEP MARKUP PLAN
UNFINISHED SQUARE FOOTAGE
ID
MADISON ARMORY
COMMON AREA/ ENTRANCE
RANGE LOBBY
SHOOTING RANGES
FORKLIFT VESTIBULE
AREA
9,738.08
1,323.73
1,852.59
8,008.00
50.00
20,972.40 sq ft
LOCATION: REXBURG, IDAHO
SNOW LOAD: 35 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36"
SEISMIC: D1
REGULATION: IBC 2018, 2018 IFC, 2018 IMC, 2018IFC, 2017NEC
MADISON ARMORY & GUN RANGE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATECOVER SHEETSHEET TITLE:G-101
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
F
1
A-102
IE-ADA
23
R-101
IE-ADA
ACCESSIBLE
URINAL
30X4860"60"59X60
36X48
60"60"
59X60
60"
30X4860"59X60FIRING
LINE
TARGET
LINE
3
A-102
2
A-102
REGISTER
STATION
30"x48"
18"
18"
18"
18"
24"
18"
18"
48" CLEAR
SPACE @
PUSH
24"LATCHAPPROACHPULL24"24"24"
24"22"24"22"22"LATCHAPPROACHPULL24"24"22"22"24"24"24"22"24"
LATCH
APPROACH
PULL LATCHAPPROACHPULL24"LATCHAPPROACHPULL24"48"
CLEAR
SPACE
@
PUSH FRONTAPPROACHPULLFRONTAPPROACHPULLFRONTAPPROACHPULLFRONTAPPROACHPULLFRONTAPPROACHPULL48"
CLEAR
SPACE
@
PUSH
LATCH
APPROACH
PULL
48"
CLEAR
SPACE
@
PUSH
LATCH
APPROACH
PULLLATCHAPPROACHPULLLATCHAPPROACHPULLLATCHAPPROACHPULLLATCHAPPROACHPULLHINGEAPPROACHPUSHHINGEAPPROACHPUSH
LATCHAPPROACHPULLHINGEAPPROACHPUSHHINGEAPPROACHPUSHLATCH
APPROACH
PULL
LATCH
APPROACH
PULL
LATCH
APPROACH
PULL
LATCH
APPROACH
PULLLATCHAPPROACHPULL
HINGEAPPROACHPUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH48"CLEARSPACE@PUSH22"HINGEAPPROACHPUSH48"
CLEAR
SPACE
@
PUSH
48"
CLEAR
SPACE
@
PUSH SHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSTARGET
LINE
16" MIN
18" MAX
12" MIN24" MIN
36" LONG MIN
33" MIN36" MAXC.L.17" MIN19" MAX48" MAX7"MIN
9"MAX 15" MIN48" MAX12"MAX 42" LONG MIN
33" MIN36" MAX1-1/2" CLEARANCE
1.25-2" OUTSIDE DIAMETER
39"-41"18" MINCAN BE SINGLE
GRAB BAR
CAN BE SINGLE
GRAB BAR
C.L.9"MIN17" MIN
25" MAX
6"
MAX
11"
MIN
8"
MIN
27"MIN34"MAX40"MAXMIRROR
BASIN HEIGHT
EASY ADA HANDLE
KNEE CLEARANCE
15" MIN48" MAXMIRRORMIRROR
TOWEL
DISPENSER/
TRASH COMBOSOAPDISPENSER
HIGHEST
OPERABLE PART
101 ADA
SCALE: 1/8" = 1'-0"
103 TOILET COMP
NOT TO SCALE
104 TOILET COMP
NOT TO SCALE
105 SINK
NOT TO SCALE
106 SINK
NOT TO SCALE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEADASHEET TITLE:A-101
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
F
1
A-102
23
R-101
FORKLIFT ACCESS
(LOCKED WHEN NOT IN USE)
FORKLIFT ACCESS
(LOCKED WHEN NOT IN USE)
FIRING
LINE
TARGET
LINE
3
A-102
2
A-102
FORKLIFT ACCESS
(LOCKED WHEN NOT IN USE)
YELLOW DENOTES GROUP M
CONSTRUCTION TYPE VB NS
APX 7,907 SQ FT
BLUE DENOTES GROUP S1
CONSTRUCTION TYPE VB NS
APX 2,546 SQ FT
GREEN DENOTES GROUP B
CONSTRUCTION TYPE VB NS
APX 2,159 SQ FT
RED DENOTES GROUP A-3
CONSTRUCTION TYPE VB NS
APX 8,170 SQ FT TOTAL, 416 SQ FT
BEHIND SHOOTING LINES PER
RANGE AREA (DASHED)
SEPERATION PROVIDED
A-3 TO S1 2 HOURS
B TO S1 0 HOURS (NOT REQ.)
S1 TO M 2 HOURS
B TO M 2 HOURS
S1 TO A3 2 HOURS
M TO A-3 2 HOURS
A-3 TO M 2 HOURS
FUNCTION OF SPACE: ASSEMBLY
STANDING SPACE
OCCUPANT LOAD FACTOR: 5 NET
ROOM OCCUPANCY: 84 PER CODE
ACTUAL OCCUPANCY TO BE
POSTED NOT TOEXCEED 49
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD FACTOR:
150 GROSS
ROOM OCCUPANCY: 2
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD FACTOR:
150 GROSS
ROOM OCCUPANCY: 2
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD
FACTOR:
150 GROSS
ROOM OCCUPANCY: 1
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD
FACTOR:
150 GROSS
ROOM OCCUPANCY: 1
FUNCTION OF SPACE:
ASSEMBLY AREA
UNCONCENTRATED
OCCUPANT LOAD FACTOR:
15 NET
ROOM OCCUPANCY: 32
FUNCTION OF SPACE:
ASSEMBLY AREA
UNCONCENTRATED
OCCUPANT LOAD FACTOR:
15 NET
ROOM OCCUPANCY: 8
FUNCTION OF SPACE:
MERCANTILE
OCCUPANT LOAD FACTOR:
60 GROSS
ROOM OCCUPANCY: 80
FUNCTION OF SPACE:
STORAGE STOCK SHIPPING
OCCUPANT LOAD FACTOR:
300 GROSS
ROOM OCCUPANCY: 7
FUNCTION OF SPACE:
MECHANICAL
EQUIPMENT ROOM
OCCUPANT LOAD
FACTOR:
300 GROSS
ROOM OCCUPANCY: 1
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD
FACTOR:
150 GROSS
ROOM OCCUPANCY: 2
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD
FACTOR:
150 GROSS
ROOM OCCUPANCY: 2
FUNCTION OF SPACE:
MERCANTILE
OCCUPANT LOAD FACTOR:
60 GROSS
ROOM OCCUPANCY: 17
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD
FACTOR:
150 GROSS
ROOM OCCUPANCY: 2
FUNCTION OF SPACE:
MERCANTILE
OCCUPANT LOAD FACTOR:
60 GROSS
ROOM OCCUPANCY: 16
FUNCTION OF SPACE:
BUSINESS AREA
OCCUPANT LOAD
FACTOR:
150 GROSS
ROOM OCCUPANCY: 1
122' CUMULATIVETO "STORAGE EXIT"149' CUMULATIVETO "FRONT EXIT"100'
CUMULATIVETO "FRONT EXIT
""STORAGE EXIT""OFFICE EXIT"
137' CUMULATIVE
TO FRONT EXIT
82' CUMULATIVETO "FRONT EXIT"92
' CU
M
U
L
A
T
I
V
E
TO
"FR
O
N
T
EXI
T
"
100' CUMULATIVE
TO "FRONT EXIT"
90' CUMULATIVE
TO "STORAGE EXIT"
82
' CU
M
U
L
A
T
I
V
E
TO
"OF
F
I
C
E
EXI
T
"
71' CUMULATIVE
TO "OFFICE EXIT"
75' CUMULATIVE
TO "STORAGE EXIT"
EXITEXIT
EXITEXIT
EXITEXITEXITEXITEXIT
EXIT: DENOTES ILLUMINATED EXIT SIGN LOCATIONS PER 1013 OF IBC
EXITFEC : DENOTES LOCATION OF FIRE EXTINGUISHER CABINET. EXTINGUISHER TO
MAINTAIN MIN 2A RATING FECFECFECFECREGISTER
STATION 0 HOUR WALL (NA)2 HOUR WALL - 90 MINUTE
OPENINGS
FUNCTION OF SPACE: ASSEMBLY
STANDING SPACE
OCCUPANT LOAD FACTOR: 5 NET
ROOM OCCUPANCY: 84 PER CODE
ACTUAL OCCUPANCY TO BE
POSTED NOT TOEXCEED 49
SHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITS2 HOUR WALL - 90 MINUTE
OPENINGS2 HOUR WALL - 90 MINUTEOPENINGSWALL NOTE
-2 HOUR FIRE RATED SEPERATION
-UL DESIGN 375
-STC 60-64 IF USED WITH 3-1/2"
FIBER INSULATION IN WALL CAVITIES
PROPOSED BREAK IN TRUSSPROPOSED BREAK IN TRUSS
2X4 WALL
1/2" GYPSUM WALL BOARD
(NOT PART OF FIRE ASSEMBLY)
DOUBLE H-STUD TRACK
SCREWED BACK-TO-BACK
AT 12' PANEL HEIGHT
(2) 1" SHAFTLINER PANELS
WITHIN H-TRACK
3/4" AIR SPACE EACH SIDE3/4" AIR SPACE EACH SIDE
2" FLOOR C RUNNER
2" ROOF C RUNNER
BREAKAWAY CLIP AT EACH
2X4 STUD INTO WALL PANEL
@6' HIGH. 3/8" TYPE S PAN
HEAD SCREW INTO PANEL.
1-1/4" TYPE W OR S INTO STUD.
BREAKAWAY CLIP AT EACH
2X4 STUD INTO DOUBLE H-
STUD USING
3/8" TYPE S PAN HEAD
SCREW
BREAKAWAY CLIP AT EACH
TRUSS INTO CEILING C-
CHANNEL USING
3/8" TYPE S PAN HEAD
SCREW
WALL NOTE
-2 HOUR FIRE RATED SEPERATION
-UL DESIGN 375
-STC 60-64 IF USED WITH 3-1/2"
FIBER INSULATION IN WALL CAVITIES
2X4 WALL
1/2" GYPSUM
WALL BOARD
(NOT PART OF FIRE
ASSEMBLY)DOUBLE H-STUD TRACK SCREWED
BACK-TO-BACK AT 12' PANEL HEIGHT
3/4" AIR SPACE EACH SIDE3/4" AIR SPACE EACH SIDE
(2) 1" SHAFTLINER
PANELS
WITHIN H-TRACK
2" FLOOR C RUNNER
BREAKAWAY CLIP AT EACH
2X4 STUD INTO WALL PANEL
@6' HIGH. 3/8" TYPE S PAN
HEAD SCREW INTO PANEL.
1-1/4" TYPE W OR S INTO STUD.
BREAKAWAY CLIP AT EACH
2X4 STUD INTO DOUBLE H-STUD USING
3/8" TYPE S PAN HEAD SCREW
7/16" WALL SHEATHING
2X6 WALL
BREAKAWAY CLIP AT EACH
2X4 STUD INTO DOUBLE H-STUD USING
3/8" TYPE S PAN HEAD SCREW
BREAKAWAY CLIP AT EACH
TRUSS INTO ROOF C-CHANNEL USING
3/8" TYPE S PAN HEAD SCREW
WALL NOTE
-2 HOUR FIRE RATED SEPERATION
-UL DESIGN 375
-STC 60-64 IF USED WITH 3-1/2"
FIBER INSULATION IN WALL CAVITIES
2X4 WALL
1/2" GYPSUM
WALL BOARD
(NOT PART OF FIRE
ASSEMBLY)
DOUBLE H-STUD
TRACK SCREWED
BACK-TO-BACK AT
12' PANEL HEIGHT
3/4" AIR SPACE EACH SIDE3/4" AIR SPACE EACH SIDE
(2) 1" SHAFTLINER
PANELS
WITHIN H-TRACK
2" FLOOR C RUNNER
2" CEILING
C RUNNER
BREAKAWAY CLIP AT EACH
2X4 STUD INTO WALL PANEL
@6' HIGH. 3/8" TYPE S PAN
HEAD SCREW INTO PANEL.
1-1/4" TYPE W OR S INTO STUD.
BREAKAWAY CLIP AT EACH
2X4 STUD INTO DOUBLE H-STUD USING
3/8" TYPE S PAN HEAD SCREW
BREAKAWAY CLIP AT EACH
TRUSS INTO CEILING C-
CHANNEL USING
3/8" TYPE S PAN HEAD SCREW
7/16" WALL SHEATHING
2X6 WALL
STAGING TABLE
SPENT BRASS TRAY
1 FIRE/ SAFETY
SCALE: 1/8" = 1'-0"
3
SEPERATION WALL BETWEEN ARMORY
AND OFFICES
SCALE: 1/4" = 1'-0"
1
SEPERATION WALL BETWEEN
BATHROOMS AND RANGE
SCALE: 1/4" = 1'-0"
2
SEPERATION WALL BETWEEN
HALLWAY AND RANGE
SCALE: 1/4" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEFIRE/ SAFETYSHEET TITLE:A-102
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
F
918 1
333333335CCC 33371 BBAA3
37133419510
1
A-102
23
R-101
HYDRAULIC BALLARD PER MANUFACTURER
OWNER'S OFFICEEMPLOYEE
BATHROOM
OFFICE
OFFICE
OFFICE
CONFERENCE
ROOM
BREAK
ROOM
LOW VOLTAGE
ROOM
WORK/ SMITHING
ROOM
STORAGE
MEN'S
RESTROOM
WOMAN'S
RESTROOM
SPARE OFFICE
OFFICE
STORAGE
MADISON ARMORY STORAGE
46'-1" x 54'-5"
MADISON ARMORY OFFICES
38'-5" x 54'-5"
SHORT RANGE
26'-0" x 109'-0"
LONG RANGE
26'-0" x 184'-0"
RANGE LOBBY
61'-6" x 22'-7"11A-4011A-4011
A-402
1
A-4022A-4013
A-402
3
A-402
A-4024A-4023A-40122 2
C C C
66
FIRING
LINE
TARGET
LINE
3
A-102
2
A-102
1 2 3 4 5 6 1 2 3 4 5 6123456123456
STAGING BENCH STAGING BENCH
REGISTER
STATION SHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSSHELVINGUNITSENTRANCE/ COMMON
14'-0" x 77'-11"
MADISON ARMORY
70'-5" x 69'-0"
2
A-402
2
A-402
TARGET
LINE
WINDOW SCHEDULE
ID
A
B
C
TYPE
TBD
TBD
TBD
QTY
2
2
6
SIZE
W
6'
8'
15'
HT
5'
5'
8'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
QTY
6
3
15
1
2
2
2
1
2
1
LOCATION
Exterior
Exterior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
FIRE RATING
90 MIN
90 MIN
DOOR
W
3'
3'
3'
3'
6'
6'
6'
8'
12'
12'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
10'
7'
8'
NOTES
UNFINISHED SQUARE FOOTAGE
ID
MADISON ARMORY
COMMON AREA/ ENTRANCE
RANGE LOBBY
SHOOTING RANGES
FORKLIFT VESTIBULE
AREA
9,738.08
1,323.73
1,852.59
8,008.00
50.00
20,972.40 sq ft
1 MAIN LEVEL PLAN
SCALE: 1/8" = 1'-0"
BREAK LINE
BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMAIN FLOORSHEET TITLE:A-201
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
-4'
0"
3'
17'-1 1/16"
21'
-4'
17'-2 1/2"
18'-1 1/2"
20'
10
C C C C C C
SIGN OVER
ENTRANCE
-4'
0"
14'
21'
-4'
0"
12'-1 1/2"
18'-1/16"
0"
12'
8
11
1/212
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
QTY
6
3
15
1
2
2
2
1
2
1
LOCATION
Exterior
Exterior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
FIRE RATING
90 MIN
90 MIN
DOOR
W
3'
3'
3'
3'
6'
6'
6'
8'
12'
12'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
10'
7'
8'
NOTES
WINDOW SCHEDULE
ID
A
B
C
TYPE
TBD
TBD
TBD
QTY
2
2
6
SIZE
W
6'
8'
15'
HT
5'
5'
8'
NOTES
1 FRONT ELEVATION
SCALE: 3/16" = 1'-0"
2 REAR ELEVATION
SCALE: 3/16" = 1'-0"
FINISH KEY
7.2 HORIZONTAL METAL SIDING
(OR OTHER APPROVED)
STUCCO
CULTURED STONE
FORMED CONCRETE WALL
ROOF MEMBRANE PER
MAUNFACTURER DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEELEVATIONSSHEET TITLE:A-301
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
-4'
12'
18'
-4'
0"
14'
21'
1
AABB
-4'
0"
9'-1 1/8"
-4'
0"
12'-1 1/2"
21'
-4'
0"
12'
18'
7
WINDOW SCHEDULE
ID
A
B
C
TYPE
TBD
TBD
TBD
QTY
2
2
6
SIZE
W
6'
8'
15'
HT
5'
5'
8'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
QTY
6
3
15
1
2
2
2
1
2
1
LOCATION
Exterior
Exterior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
FIRE RATING
90 MIN
90 MIN
DOOR
W
3'
3'
3'
3'
6'
6'
6'
8'
12'
12'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
10'
7'
8'
NOTES
1 RIGHT ELEVATION
SCALE: 1/8" = 1'-0"
2 LEFT ELEVATION
SCALE: 1/8" = 1'-0"
FINISH KEY
7.2 HORIZONTAL METAL SIDING
(OR OTHER APPROVED)
STUCCO
CULTURED STONE
FORMED CONCRETE WALL
ROOF MEMBRANE PER
MAUNFACTURER DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEELEVATIONSSHEET TITLE:A-302
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
0"
3'
14'
21'
1/4 12PROPOSED BREAK IN TRUSS
PROPOSED BREAK IN TRUSS
MADISON
ARMORY
HALLWAYBREAK
ROOM
OFFICEOFFICEEMPLOYEE
BATHROOM
INTERMEDIATE TRUSS BEARING
0"
14'
21'
1/412PROPOSED BREAK IN TRUSS
ENTRY COMMON LOBBY JANITORS
CLOSET
WOMENS
RESTROOM
MENS
RESTROOM
SPARE
OFFICE
WORK/
SMITHING
ROOM
STORAGE STORAGE/
WAREHOUSE
3
A-102
PROPOSED BREAK IN TRUSS
INTERMEDIATE TRUSS BEARING
CANTILEVER
TRUSSES OVER DOOR
2X8 LEDGER ATTACHED TO WALL
FRAMING W/ (2) LEDGERLOK PER
WALL MEMBER
LUS28 HANGER
2X8 @ 16" O.C.
LUS28 HANGER
21
R-101
2
A-102
0"
12'-1 1/2"
18'
21'
0"
3'
12'-1 1/2"
18'
21'
DROPPED CEILING PER HVAC PLAN
RANGE
LOBBY
PISTOL/
SHORT
RANGE
1 SECTION A
SCALE: 3/16" = 1'-0"
2 SECTION A
SCALE: 3/16" = 1'-0"
3 SECTION A
SCALE: 3/16" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECTIONSSHEET TITLE:A-401
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
1
A-102
0"
14'
21'
0"
12'-1 1/2"
18'
1/2 12
RIFLE/ LONG
RANGE
PISTOL/
SHORT
RANGE
WOMENS
BATHROOM
HALL-
WAY
MADISON
ARMORY
0"
12'-1 1/2"
18'
1/2 12
RIFLE RANGE
0"
14'
21'
0"
12'-1 1/2"
18'
1/212
COMMON
LOBBY
RANGE
LOBBY
0"
9'-1 1/8"
12'-1 1/2"
18'
312
RANGE
LOBBY
RANGE
OFFICE
FORKLIFT
VESTIBULE
1 SECTION B
SCALE: 3/16" = 1'-0"
2 SECTION B
SCALE: 3/16" = 1'-0"
3 SECTION B
SCALE: 3/16" = 1'-0"
4 SECTION A
SCALE: 3/16" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECTIONSSHEET TITLE:A-402
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
22
R-101
148'
62'-51/2"14'-61/2"19'125'34'-111/2"34'-111/4"23'-83/4"31'-41/2"26'-8"86'-41/2"219'4'30'-4"10'174'-8"62'15'71'
21/2"10'9'16'-45/8"33'-91/8"32'-63/4"3'
20'-111/4"39'-101/2"1'-6"13'-41/4"219'6'-51/2"1A-4011A-4011
A-402
1
A-402
2A-4012A-4013
A-402
3
A-402
4A-4024A-4023A-4013A-40134'-31/2"34'-111/4"23'-93/8"30'-73/4"20'-71/4"26'-7"10'-31/2"8'-91/2"19'-51/4"
FW3
FW2
FW3
FW4
FW2
FW2FW2
FW3FW4FW4
FW4FW2FW3FW2
FW2FW4FW1 FW1FW1HYDRAULIC BOLLARD
HEAT CONCRETE SURROUNDING
INSTALL PER MANUFACTURER'S SPEC
BOLLARD INSTALLED PER MANUFACTURER'S SPEC.
(TYP)
1
1
11
1 1 1 1
F4
F4
F4
F4
F4F4
F4
F4
F4
F4
F4
F4
F4
F4 F6
F6
F6
F6
F6
F6
F4
F12 F12 F11 F11 F11
F12 F11F11
DOWEL AND EPOXY
FOOTING BAR INTO WALL
DOWEL AND EPOXY
FOOTING BAR INTO WALL
DOWEL AND EPOXY
FOOTING BAR INTO WALL
8" CONCRTETE CAP
12" REBAR GRID
DOWEL AND EPOXY INTO FW2 WALLS
ATTACH TO VERT BAR IN FW1 WALLSFW2F6
2'-71/2"5'27'-4"
2
A-402
2
A-402
FW4
FW4F6
F6
FOUNDATION WALLS
WALL ID
FW1
FW2
FW3
FW4
THICK
8"
8"
8"
8"
HEIGHT
3'4"
4'
7'
16'
VERT BAR
#4
#4
#4
#5
VERT SPACING
24" O.C.
24" O.C.
24" O.C.
24" O.C.
HORIZ BAR
#4
#4
#4
#5
# HORIZ
(1)
(1)
(2)
(2)
HORIZ SPACING
24" O.C.
24" O.C.
24" O.C.
24" O.C.
J-BOLT SIZE
5/8" W/7" EMBED
5/8" W/7" EMBED
5/8" W/7" EMBED
5/8" W/7" EMBED
J-BOLT SPACING
48" O.C.
48" O.C.
48" O.C.
48" O.C.
SIMPSON TIES
SYM ID
1
#
8
TYPE
HDU5
FOOTING SCHEDULE
ID
F4
F6
F11
F12
WIDTH
18"
24"
36"
48"
DEPTH
10"
10"
12"
12"
FOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
36” X 36” X 12” SPREAD FOOTER
48” X 48” X 12” SPREAD FOOTER
FOOTING REBAR
(2) #4 BAR CONT.
(3) #4 BAR CONT.
(3) #4 BOTH WAYS
(4) #5 BOTH WAYS
PIER (IF REQUIRED)
---
---
---
---
1 FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
EXCAVATION NOTE:
1. USE APPROVED EXCAVATED BACKFILL OR BORROWED BACKFILL MA TERIAL.
2. PLACE FILL AND BACKFILL MATERIALS IN LAYERS AS INDICATED IN DETAIL 10 ON R-101.
3. PRIOR TO COMPACTING, MOISTEN EACH LAYER AS NECESSARY TO PROVIDE OPTIMUM
MOISTURE CONTENT.
4. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DENSITY. DO NOT PLACE
BACKFILL MATERIAL THAT IS MUDDY OR FROZEN, OR CONTAINING FROST OR ICE. CONTROL SOIL
COMPACTION DURING CONSTRUCTION TO PROVIDE THE MINIMUM PERCENTAGE OF DENSITY
SPECIFIED FOR EACH AREA AS DETERMINED ACCORDING TO ASMT D1557.
5. OBTAIN THE SOIL ENGINEER'S INSPECTION, TESTING, AND ACCEPTANCE OF ALL SUBGRADE
CONSTRUCTION.
FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/
ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR
ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL.
4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF
CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE
APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE
STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS.
(5,000 PSI MIN. RECOMENDED IN ACTUAL RANGE FLOOR)
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40
FOR #3 AND SMALLER BARS.
8. DAMP PROOFING PER 2012 IBC SECTION 403.2
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL
NOT BE LESS THAN 6". A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER.
CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE. REBAR IN
SLAB TO BE #4 @ 12" O.C.
BREAK LINE
BREAK LINE
DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEFOUNDATIONSHEET TITLE:S-101
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
918 1
333333335CCC 33371 BBAA3
37133419510
1
A-102
23
R-101
4'L1L1
L1
L1
L1
H1
H3
H1
H3H3
H5 H5 H5
H1
H1
H1
H1
H1H3
H2 H2
HYDRAULIC BALLARD PER MANUFACTURER
SW2
SW2SW2SW2
SW2SW2SW2SW2
SW2
SW2H1
H4
H1
H3
SW2SW2
(2) 1-3/4"X11-7/8" 1.9 LVL(2) 1-3/4"X11-7/8" 1.9 LVL
HOLD TO INSIDE TO ALLOW 2X8 SOFFIT TO FACEMOUNT
USING LUS28 HANGERS
H3
H2H2
SEPERATE HEADER REQUIRED IN
EACH SIDE OF DBL WALL
(TYP)
C2C2C2C2 C2
C4
C3
C4
(3) CONT. 2X6 LSL STUDS ALL THE
WAY TO DBL TOP PLATE TO POVIDE
ATTACHMENT FOR AWNINGS
C1
C1
C1
OWNER'S OFFICEEMPLOYEE
BATHROOM
OFFICE
OFFICE
OFFICE
CONFERENCE
ROOM
BREAK
ROOM
LOW VOLTAGE
ROOM
WORK/ SMITHING
ROOM
STORAGE
MEN'S
RESTROOM
WOMAN'S
RESTROOM
SPARE OFFICE
OFFICE
STORAGE
MADISON ARMORY STORAGE
46'-1" x 54'-5"
MADISON ARMORY OFFICES
38'-5" x 54'-5"
SHORT RANGE
26'-0" x 109'-0"
LONG RANGE
26'-0" x 184'-0"
RANGE LOBBY
61'-6" x 22'-7"11A-4011A-4011
A-402
1
A-402
2A-4012A-4013
A-402
3
A-402
4A-4024A-4023A-4013A-40122 2
C C C
66
FIRING
LINE
TARGET
LINE
3
A-102
2
A-102
148'
10'-8"20'20'11'-4"2'-6"10'2'-6"15'20'20'16'70'-4"25'-33/4"14'-63/4"14'-91/2"75'140'-41/2"
27'-4"26'-8"46'-111/2"10'-31/2"8'-91/2"20'-4"
32'-10"11'-73/4"
2'-53/4"18'-101/2"11'-51/2"184'-8"13'-8"5'5'174'-8"1'-1/2"31/2"
4'-51/4"4'-53/4"4'-101/2"
8'-71/2"4'-101/2"22'-1"7'-1/2"20'20'9'-2"7"15'-11/2"8'-51/2"30'-71/2"8'-1/2"11'-8"11'-91/2"11'-91/2"10'-11"4'5'-10"4'-6"4'-31/2"19'-101/2"3'-9"8'-5"69'-51/2"54'-21/2"15'-31/4"32'-71/4"4'-61/2"6"17'-51/2"5'-9"4'-1"1'-5"219'2'-6"7'-6"9'5'-9"3'-3"10'7'-71/2"6'-2"12'-6"6'-73/4"7'-1/2"7'-61/4"7'-2"7'-71/2"9'-10"8'-91/2"19'-101/2"
8'11'-61/2"
10"
20'
1 2 3 4 5 6 1 2 3 4 5 6123456123456
STAGING BENCH STAGING BENCH
ENTRANCE/ COMMON
14'-0" x 77'-11"
MADISON ARMORY
70'-5" x 69'-0"
2
A-402
2
A-402
TARGET
LINE
27'-4"
HEADERS
ID
H1
H2
H3
H4
H5
PLY
2
2
2
3
1
SIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
1-3/4 x 11-7/8 MICROLAM
5-1/8"x15" 24F-V4 GLB
NOTE
SHEAR WALL SCHEDULE
ID
SW2
LOCATION
EXTERIOR
TYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTES
COLUMN SCHEDULE
ID
C1
C2
C3
C4
MATERIAL
(3) 2X6
(5) 2X6
(6) 2X4
(6) 2X6
WINDOW SCHEDULE
ID
A
B
C
TYPE
TBD
TBD
TBD
QTY
2
2
6
SIZE
W
6'
8'
15'
HT
5'
5'
8'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
QTY
6
3
15
1
2
2
2
1
2
1
LOCATION
Exterior
Exterior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
FIRE RATING
90 MIN
90 MIN
DOOR
W
3'
3'
3'
3'
6'
6'
6'
8'
12'
12'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
10'
7'
8'
NOTES
4 MAIN LEVEL WALL FRAMING
SCALE: 1/8" = 1'-0"
GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @
16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL
SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL
EDGES AND FIRE BLOCKING.
5. ENSURE THAT HEADERS FOR OPENINGS LARGER THAN 60" HAVE A
MIN. (2) TRIMMERS SUPPORTING PER SIDE.
6. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS
AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
7. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER
AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE
PROTECTION
8. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN
OR OTHER.
BREAK LINE
BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEWALL FRAMINGSHEET TITLE:S-301
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
1A-4011A-4011
A-402
1
A-402
2A-4012A-4013
A-402
3
A-402
4A-4024A-4023A-4013A-40121
R-101
ROOF TRUSSES TO BREAK @
FIRE WALL. 3.5" GAP BETWEEN TRUSS
TO ALLOW CONT. FIRE WALL ASSEMBLY
PROPOSED BREAK IN TRUSSES
POSSIBLE BREAK IN TRUSSES IF REQ.
POSSIBLE BREAK IN TRUSSES IF REQ.
CANTILEVER TRUSSES OVER ENTRY
NON-BEARING PARAPET WALL
(2) 9-1/2" LVL ROOF BEAM(2) 9-1/2" LVL ROOF BEAM
RB2
RB3
RB1
17'X5' AWNING - MANUFACTURER TO
PROVIDE SHOP DRAWINGS TO
PROJECT ENGINEER FOR
VERIFICATION (ALL THREE TYP.)
3/12 MONO TRUSS
NOTCH TO BEAR ON 2X6 LEDGER
2X6 LEDGER
ATTACH TO WALL USING (2)
LEDGERLOK SCREWS PER
WALL MEMBER
46"X48" DUCT
PENETRATION OPENING
THRU ROOF. SEE
ELEVATION ON SHEET
ZM301 FOR CLARIFICATION
40"X44" DUCT
PENETRATION OPENING
THRU ROOF. SEE
ELEVATION ON SHEET
ZM301 FOR CLARIFICATION
40"X44" DUCT
PENETRATION OPENING
THRU ROOF. SEE
ELEVATION ON SHEET
ZM301 FOR CLARIFICATION MANUFACTURED MONO TRUSS.25/12 PITCHMIN. 24" HEELMANUFACTURED MONO TRUSS.5/12 PITCHMIN
. 24" HEEL7'PARAPET ELEVATIONFRAMED OVER TRUSS7'
PARAPET BUILT
INTO TRUSS8' 10-1/2"PARAPET BUILTINTO TRUSS6'
PARAPET ELEVATION
WALL FULL HEIGHT 7'PARAPET ELEVATIONFRAMED OVER TRUSS7'
PARAPET BUILT
INTO TRUSS
6'
PARAPET ELEVATION
FRAMED OVER TRUSS
2
A-402
2
A-402
42"X48" DUCT
PENETRATION OPENING
THRU ROOF. SEE
ELEVATION ON SHEET
ZM301 FOR CLARIFICATION
6'
PARAPET ELEVATION
FRAMED OVER TRUSS
6'PARAPET BUILTINTO TRUSSROOF BEAMS
ID
RB1
RB2
RB3
PLY
(1)
(1)
(1)
WIDTH
6 3/4"
8 3/4"
12"
HEIGHT
25 1/2"
21"
12"
TYPE
GLULAM 24F-V4
GLULAM 24F-V4
D.F. #1
2 ROOF LAYOUT
SCALE: 1/8" = 1'-0"
ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES
PLY TO MATCH PLY OF GIRDER TRUSS.
4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
6. MEMBRANE INSTALLED PER MANUFACTURER'S
SPECIFICATION.
BREAK LINE
BREAK LINE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEROOF FRAMINGSHEET TITLE:S-401
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
4'-1"4'-0"4'-0"4'-0"4'-0"4'-0"
4'-1"8'-0"8'-0"
8'-4 3/4"
910 LBS
11'-6 3/4"
910 LBS
18'-6 3/4"
1354 LBS
25'-6 3/8"
2264 LBS
28'-8 5/16"
910 LBS
36'-0 3/8"
1354 LBS
47'-1"
2264 LBS
50'-3"
910 LBS
57'-7 1/16"
1354 LBS
68'-7 11/16"
2264 LBS
71'-9 11/16"
910 LBS
79'-1 3/4"
1354 LBS
90'-2 3/8"
2264 LBS
93'-4 3/8"
910 LBS
99'-4 9/16"
1354 LBS
109'-1 3/8"
2264 LBS
112'-3 3/8"
910 LBS
124'-0 7/8"
2264 LBS
127'-2 7/8"
910 LBS
135'-10 7/8"
2427 LBS
139'-0 7/8"
1073 LBS
145'-3 3/16"
2427 LBS
148'-5 3/16"
1073 LBS
152'-8 1/16"
2427 LBS
155'-10 1/16"
1073 LBS
158'-6 5/16"
2427 LBS
161'-8 5/16"
1073 LBS
163'-2 15/16"
2427 LBS
167'-2 11/16"
2145 LBS
170'-10 9/16"
2479 LBS 4'-1"4'-0"4'-0"4'-0"4'-0"4'-0"
7'-6 1/2"
11'-0 7/8"
11'-10 1/2"
15'-8 3/4"
19'-3 1/8"
20'-11 7/16"
23'-4 5/16"
26'-10 11/16"
28'-7"
30'-11 7/8"
34'-6 1/4"
36'-2 9/16"
38'-7 1/2"
42'-1 7/8"
43'-10 3/16"
46'-3 1/16"
49'-9 7/16"
51'-5 3/4"
53'-10 5/8"
57'-5"
59'-1 5/16"
61'-6 1/4"
65'-0 5/8"
66'-8 15/16"
69'-1 13/16"
72'-8 3/16"
74'-4 1/2"
76'-9 3/8"
80'-3 3/4"
82'-0 1/16"
84'-5"
87'-11 3/8"
89'-8 7/8"
92'-2 11/16"
95'-10 9/16"
910 LBS
910 LBS
910 LBS
2133 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3008 LBS
1609 LBS
1199 LBS
3024 LBS
1609 LBS
2479 LBS 40'-41/2"18'-51/4"12'-1/2"2'-47/8"11'-7/8"4'-107/8"94'-91/8"1A-4011A-4011
A-402
1
A-402
2A-4012A-4012
A-402
2
A-402
3
A-402
3
A-402
4A-4024A-4023A-4013A-401NOTE: IF POSSIBLE PLAN OPEN TRUSS WEBBING AT
ATTACHMENT POINTS INDICATED HERE
21
R-1012,350 LBSSEE ZM301.12,500 LBSSEE ZM301.15,750 LBSSEE ZM301.11 ROOF LOADING LOCATIONS
SCALE: 3/32" = 1'-0"DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEROOF BEARINGSHEET TITLE:S-402
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.
Below Frost6" Min1
5
4
3
2
7
6
8 9
10
11
KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS
6 - WALL SHEATHING
7 - REQ'D PANEL EDGE NAILING
8 - J-BOLTS SIZE/TYPE PER PLAN
9 - R-10 PERIMETER INSULATION
10 - GRADE SURROUNDING BUILDING
PER CIVIL ENGINEER
11 - CHAMFER TOP OF RIGID FOAM
2
3
4
5
6
8
9
1
KEYNOTES:
1 - MEMBRANE ROOF FINISH
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP EDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
9 - WATER RESISTANT BARRIER
1
5
23
6
3
4 5
2
KEYNOTES
1 - SUBMITALTERNATIVE SHOP DRAWINGS FOR ENGINEER
APPROVAL.
2 - THROUGH-BOLT INTO TRIPLE LSL KING STUD.
3 - LEDGERLOK TOP AND BOTTOM CHORD INTO VERT. WALL
MEMBERS. ONE FASTENER PER CONNECTION.
4 - CONNECT TRUSS INTO ADJOINING TRUSS USING 2X
BLOCKS @ 24" O.C.
5 - ATTACH BLOCKING USING (2) MIN. 3" 11 GA FRAMING
NAILS PER CONNECTION
Below
Frost
6" Min
1
5
4
3
2
6
KEYNOTES
1 - ENGINEERED FILL IN 12" LIFTS MAX
95% MIN COMPACTION
2 - 4" LAYER OF CRUSHED GRAVEL AND SAND UNDER ALL SLAB ON GRADE
3 - BACKFILL IN 12" LIFTS MAX
90% MIN COMPACTION
4 - NATIVE UNDISTURBED SOIL OR ENGINEERED FILL IN 8" LIFTS MAX.
95% COMPACTION
5 - CONCRETE SLAB
6 - LINE OF EXCAVATION
25
R-101
8'11'-83/4"30'12'-83/4"7'-10"
12"X12" DFW12X65 W12X65W12X65
W10X49W10X49 W10X49W10X49W10X49 W10X49W10X491/2"X16"X16" PLATE
12"X12" DF
1/2"X16"X16" PLATE1/2"X16"X16" PLATE
3/4" LAG BOLT
THROUGH TOP FLANGE INTO BEAM
MIN. 6" PENETRATION
(2) PER LOCATION - 1 PER SIDE
(ALL TYP.)
12" FROM END OF STEEL BEAM
3/4"X12" ANCHOR BOLT
SEE LEVEL PLATE DETAIL
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018 1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
1/4"7018
25
R-101
DASHED LINE REPRESENTS
SLAB TO BE POURED AFTER PLATES
ARE INSTALLED AND LEVELED
3" STEEL STRAPS
1/4"7018
1/4"7018
6
1
2
4
3
55
8
7
KEYNOTES
1 - PONY WALL
2 - WALL SHEETING (SEE SWP SCHEDULE
FOR SIZING & FASTENING)
3 - FASTEN SHEATHING TO HEADER W/8d
COMMON OR GAL. BOX NAILS IN 3" GRID
PATTERN
4 - PORTAL HEADER (SEE HEADER
SCHEDULE FOR SIZE & TYPE)
5 - HOLD DOWNS (SEE FDN. PLAN)
6 - FLOOR FRAMING
7 - FOUNDATION WALL
8 - HEADER TO JACK-STUD STRAP PER
TABLE R602.10.6.4 ON BOTH SIDES OF
OPENING OPPOSITE SIDE OF SHEATHING
2"12"2"2"12"2"2"12"2"2"12"2" 7018
1
2
3
8
5
7
4
6
(FIELD WELD)
1/4"
LEVELING PLATE KEYNOTES
1 - W10x49 COLUMN
2 - 16"X16"X1/2" PLATE W/ (4) HOLES DRILLED
TO RECEIVE 5/8" THREADED ANCHORS.
3 - (4) 3/4"X12" THREADED ANCHORS
4 - ANCHOR NUT
5 - LEAVELING NUT
6 - PACK WITH NON-SHRINKING GROUT
7 - SPREAD FOOTER
8 - CONCRETE SLAB TO BE INSTALLED
AFTER COLUMNS ARE SET.
16"X16"X1/2"
LEVELING PLATES
1 101-STUD WALL TO CONCRETE WALL CONNECTION
NOT TO SCALE
2 301-ROOF EAVE
NOT TO SCALE
21 AWNING DETAIL
NOT TO SCALE
22 FOUNDATION COMPACTION DETAIL
NOT TO SCALE
23 ARMORY ROOF BEAM
NOT TO SCALE
24 201-PORTAL WALL FRAME
NOT TO SCALE
25 LEVELING PLATE
NOT TO SCALE DRAWN BY:CHK'D BY: BW SBWPLOT DATE:8/31/2021ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEDETAILSSHEET TITLE:R-101
PLN# 21-01-111066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCPRE PERMIT SET MADISON ARMORY & RANGE 870 N 2ND E REXBURG, IDAHOCopyright 2021 | Southfork Engineering | All Rights Reserved.