HomeMy WebLinkAboutSTAMPED PLANS - 22-00173 - Campus Courtyard - Remodel (2)DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATECOVER PAGESHEET TITLE:G-101
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.INDEX OF SHEETS
G-101
G-201
G-202
A-101
A-102
A-201
A-202
S-101
S-201
R-101
COVER PAGE
LIFE SAFETY & OCCUPANCY
FIRE SEPARATION
EXISTING FLOORPLAN
NEW CONSTRUCTION PLAN
SECTIONS
SECTIONS
WALL FRAMING PLAN
STRUCTURAL CEILING PLAN
DETAILS
PROJECT LOCATION
REXBURG
7 VICINITY MAP
NOT TO SCALE
CAMPUS
COURTYARD
IMPROVEMENTS
ENERGY COMPLIANCE PRESCRIPTIVE METHOD:
CLIMATE ZONE 6
MIN R22 IN WALLS
MIN R49 IN ATTIC
MIN .30 WINDOW U-FACTOR
MIN .30 DOOR U-FACTOR
CODE ANALYSIS:
GOVERNING BODY: CITY OF REXBURG
BUILDING CODE: IBC 2018
OCCUPANCY CLASSIFICATION: ASSEMBLY GROUP A-3
CONSTRUCTION TYPE: V-B
SPRINKLER SYSTEM: NOT REQUIRED
FIRE SEPARATION: 2-HOUR (R-2 TO A-3)
DRAFTSTOPPING/FIREBLOCKING: REQUIRED
# OF STORIES ABOVE GRADE: 1
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATELIFE SAFETY & OCCUPANCYSHEET TITLE:G-201
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.2,505 sq ft
11
107 sq ft
65 sq ft B2A
131
F857 sq ft
EGRESS DOOR:
OCCUPANT LOAD: 18
REQUIRED WIDTH: 3.6"
CLR. WIDTH: 36"
OK
EXIT
EXIT
EGRESS DOOR:
OCCUPANT LOAD: 170
REQUIRED WIDTH: 34"
CLR. WIDTH: 36"
OK
42' TRAVEL DISTANCE
58' TRAVEL DISTANCE
R-2 OCCUPANCY
- EXISTING APARTMENT
18
OCC.
3
OCC.
167
OCC.
UNCONCENTRATED ASSEMBLY
IBC TABLE 1004.5
OCCUPANT LOAD FACTOR: 15 NET
2,505 SQ. FT.
STORAGE ROOM
65 SQ. FT.
EXERCISE ROOMS
IBC TABLE 1004.5
OCCUPANT LOAD FACTOR: 50 GROSS
857 SQ. FT.
RESIDENTIAL KITCHEN
107 SQ. FT.
1 LIFE SAFTEY & OCCUPANCY PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEFIRE SEPARATIONSHEET TITLE:G-202
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.4
G-202
2
G-202
3
G-202
2-HOUR FIRE-RATING REQUIRED
BETWEEN RESIDENTIAL AND BUSINESS
OCCUPANCIES PER IBC TABLE 508.4
WHEN NON-SPRINKLERED, SEE
FIREWALL SECTIONS & DETAILS
OVER CMU WALL
PARALLEL TO ROOF
PURLINS, TYP.
PERPENDICULAR TO
ROOF PURLINS, TYP.
EXISTING 2X T&G
ROOF SHEATHING
ROXUL SAFE
ROCKWOOL
INSULATION IN
PURLIN CAVITY
EXISTING
ROOF PURLINS
BLOWN-IN CEILING
INSULATION
2" C-CHANNEL RUNNER
2X4 STUD WALL,
HEIGHT VARIES
2" C-CHANNEL RUNNER.
ATTACH TO CONCRETE
SLAB W/ POWER-DRIVEN
FASTENERS @ 24" O.C.
EXISTING 2X6
STUD WALL
GYP. BD. CEILING
1/2" GYP. BD.
BOTTOM PLATE
EXISTING
CONCRETE SLAB
DOUBLE TOP PLATE
2X4 FULL-HEIGHT
STUD WALL,
HEIGHT VARIESEXISTING
INSULATION INSULATION
(2) LAYERS
OF 1" GYP. BD.
(2) LAYERS
OF 1" GYP. BD.
2X CEILING
JOISTS
EXISTING CEILING
INSULATION
BLOCKING IN WALL
REQ'D EVERY 10
VERTICAL FEET
2" H-STUD
BREAKAWAY CLIP
W/ 3/8" PAN HEAD
SCREWS, TYP.
EXISTING GYP.
BD. CEILING
SEALANT AS
REQUIRED
BREAKAWAY CLIP
W/ 3/8" PAN HEAD
SCREWS, TYP.
BLOCKING BETWEEN
PURLINS @ 14" O.C.
FOR C-CHANNEL
ATTACHMENT EXISTING 2X T&G
ROOF SHEATHING ROXUL SAFE
ROCKWOOL
INSULATION IN
PURLIN CAVITY
EXISTING
ROOF PURLINS
BLOWN-IN CEILING
INSULATION
2" C-CHANNEL RUNNER
2X4 STUD WALL,
HEIGHT VARIES
EXISTING 2X6
STUD WALL
GYP. BD. CEILING
1/2" GYP. BD.
BOTTOM PLATE
EXISTING
CONCRETE SLAB
DBL. TOP PLATE
2X4 FULL-HEIGHT
STUD WALL,
HEIGHT VARIES
EXISTING
INSULATION
INSULATION
(2) LAYERS
OF 1" GYP. BD.
(2) LAYERS
OF 1" GYP. BD.
2X CEILING
JOISTS, CEILING
HEIGHT VARIES
EXISTING CEILING
INSULATION
BLOCKING IN WALL
REQ'D EVERY 10
VERTICAL FEET
2" H-STUD
BREAKAWAY CLIP
W/ 3/8" PAN HEAD
SCREWS, TYP.
EXISTING GYP.
BD. CEILING
BREAKAWAY CLIP
W/ 3/8" PAN HEAD
SCREWS, TYP.
BREAKAWAY CLIP
W/ 3/8" PAN HEAD
SCREWS, TYP.
METAL ROOF
SEALANT AS
REQUIRED
2" C-CHANNEL RUNNER.
ATTACH TO CONCRETE
SLAB W/ POWER-DRIVEN
FASTENERS @ 24" O.C.
EXISTING 2X T&G
ROOF SHEATHING
ROXUL SAFE
ROCKWOOL
INSULATION
EXISTING
ROOF PURLINS
EXISTING
STEEL TRUSS
BLOWN-IN CEILING
INSULATION
2" C-CHANNEL. CURVE
TO MATCH ROOF
PURLINS & ATTACH
@ EA. PURLIN
(2) LAYERS
OF 1" GYP. BD.
EXISTING CMU WALL
DOUBLE TOP
PLATE
2X4 FURRING
WALL
GYP. BD. CEILING
1/2" GYP. BD.
BOTTOM PLATE
EXISTING
CONCRETE SLAB
SEALANT AS
REQUIRED
2" C-CHANNEL RUNNER.
ATTACH TO CMU WALL
W/ POWER-DRIVEN
FASTENERS @ 24" O.C.
1 FIRE SEPARATION KEY PLAN
SCALE: 1/8" = 1'-0"
2 FIRE SEPARATION @ PARALLEL
NOT TO SCALE
3 FIRE SEPARATION @ PERPENDICULAR
NOT TO SCALE
4 FIRE SEPARATION @ CMU WALL
NOT TO SCALE
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEEXISTING FLOORPLANSHEET TITLE:A-101
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.9'5'3'8'8'8'9'17'16'17'102'-8"
17'17'-2"17'-2"17'-2"17'-2"17'50'13'-8"8'5'-2"22'-6"7'-2"5'-2"13'-4"59'-8"3A-2013A-2011
A-202
1
A-202
1A-2011A-2012A-2012A-2012
A-202
2
A-202
EXISTING ELECTRICAL EQUIPMENT
EXISTING WAREHOUSE
EXISTING APARTMENT,
INTERIOR NOT SHOWN
1 EXISTING PLAN
SCALE: 1/4" = 1'-0"
ADDITION & REMODEL NOTE:
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATENEW CONSTRUCTION PLANSHEET TITLE:A-102
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.11 B2A
131
F102'-8"50'3A-2013A-2011
A-202
1
A-202
1A-2011A-2012A-2012A-2012
A-202
2
A-202
TOE-KICK HEATER TO BE
INSTALLED TO PREVENT FREEZING
MECH.
BATH BATH
EXISTING APARTMENT,
INTERIOR NOT SHOWN
SPORT COURTS
50'-9" x 49'-4"
FITNESS ROOM
34'-1" x 21'-5"
KITCHEN
8'-4" x 12'-8"
STORAGE
7'-10" x 8'-1"
WINDOW SCHEDULE
ID
A
B
TYPE
TBD
TBD
QTY
1
1
SIZE
W
7'-9"
18'
HT
4'
12'
NOTES
5-PANEL GLASS W/ SILICONE JOINTS
DOOR SCHEDULE
ID
1
2
3
QTY
4
1
1
LOCATION
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
6'
12'-7"
HT
7'
7'
9'
NOTES
STOREFRONT GLASS DOUBLE DOOR W/
FULL-HEIGHT TRANSOM WINDOW
TRIPLE BYPASS BARN DOOR
1 NEW CONSTRUCTION
SCALE: 1/4" = 1'-0"
ADDITION & REMODEL NOTE:
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECTIONSSHEET TITLE:A-201
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.2
G-202 14', FIELD VERIFY18'-97/8", FIELDVERIFY9'-11/8" FIELD VERIFYEXISTING WALL HT.9'-83/4"CEILING JOISTS, SEE S-201
EXISTING APARTMENT,
INTERIOR NOT SHOWN ADA BATHROOM EXERCISE ROOM
2-HOUR FIRE SEPARATION
PARALLEL TO ROOF PURLINS
2
G-202 14' FIELD VERIFY19'-93/8", FIELDVERIFY9'-11/8" FIELD VERIFYEXISTING WALL HT.10'-81/4"EXISTING APARTMENT,
INTERIOR NOT SHOWN EXERCISE ROOM
2-HOUR FIRE SEPARATION
PARALLEL TO ROOF PURLINS
DECORATIVE PANELING BEHIND
EXPOSED STEEL TRUSS
SPORT COURTS
KITCHEN (BEHIND)
1 SECTION @ ADA BATHROOM
SCALE: 1/4" = 1'-0"
2 SECTION @ EXERCISE ROOM
SCALE: 1/4" = 1'-0"
3 SECTION @ SPORT COURTS
SCALE: 1/4" = 1'-0"
ADDITION & REMODEL NOTE:
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECTIONSSHEET TITLE:A-202
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.3
G-20217'-4 1/8",VARIESINSTALL DECORATIVE
INDUSTRIAL PANELING BEHIND
WEBBING OF LAST EXPOSED
STEEL TRUSS PER
CONTRACTOR
EXISTING APARTMENT,
INTERIOR NOT SHOWN STORAGE ROOM SPORT COURTS
2-HOUR FIRE SEPARATION
PERPENDICULAR TO ROOF PURLINS
4
G-202
6
R-101
14' FIELD VERIFYEXISTING ARCHED STEEL TRUSS, TYP.
EXISTING ROOF PURLINS, TYP.
EXISTING CMU BUTTRESS, TYP.
INSTALL DECORATIVE
INDUSTRIAL PANELING BEHIND
WEBBING OF LAST EXPOSED
STEEL TRUSS PER
CONTRACTOR
EXISTING APARTMENT,
INTERIOR NOT SHOWN
2-HOUR FIRE SEPARATION
OVER EXISTING CMU WALL
EXERCISE ROOM SPORT COURTS
WINDOW TO
STEEL TRUSS
1 CROSS SECTION @ STORAGE ROOM
SCALE: 1/4" = 1'-0"
2 CROSS SECTION @ EXERCISE ROOM
SCALE: 1/4" = 1'-0"
ADDITION & REMODEL NOTE:
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEWALL FRAMING PLANSHEET TITLE:S-101
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.8'-10"13'-2"7'-4"20'49'-4"2'-3"6'-7"3'-8"3'-8"9'-6"10'-6"11 B2A
131
F102'-8"
17'34'-4"51'-4"19'-101/4"1'-83/4"4'-103/4"8'-101/2"5'-5"7'-91/2"27'-31/2"7'-7"5'-2"6'-31/2"6'-81/2"8'-7"50'50'102'-8"3A-2013A-2011
A-202
1
A-202
1A-2011A-2012A-2012A-2012
A-202
2
A-202
FIR-IN 2X6 INSULATED WALL
FIR-IN 2X4 WALL
CENTER WALL DIRECTLY
BETWEEN MASONRY COLUMNS
AND STEEL TRUSS ABOVE
HSS 8"X12"X1/4" COLUMN, TYP.
MECH.
BATH BATH
EXISTING APARTMENT,
INTERIOR NOT SHOWN
HUCQ1.81/11 WELDED TO
STEEL COLUMN
SPORT COURTS
50'-9" x 49'-4"
FITNESS ROOM
34'-1" x 21'-5"
KITCHEN
8'-4" x 12'-8"
STORAGE
7'-10" x 8'-1"
8
R-101
(1) 11-7/8" MICROLAM LVL HEADERWINDOW SCHEDULE
ID
A
B
TYPE
TBD
TBD
QTY
1
1
SIZE
W
7'-9"
18'
HT
4'
12'
NOTES
5-PANEL GLASS W/ SILICONE JOINTS
DOOR SCHEDULE
ID
1
2
3
QTY
4
1
1
LOCATION
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
6'
12'-7"
HT
7'
7'
9'
NOTES
STOREFRONT GLASS DOUBLE DOOR W/
FULL-HEIGHT TRANSOM WINDOW
TRIPLE BYPASS BARN DOOR
1 WALL FRAMING PLAN
SCALE: 1/4" = 1'-0"
ADDITION & REMODEL NOTE:
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESTRUCTURAL CEILING PLANSHEET TITLE:S-201
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.7
R-101
3A-2013A-2011
A-202
1
A-202
1A-2011A-2012A-2012A-2012
A-202
2
A-202
2X10 CEILING JOISTS @ 16" O.C. (SHOWN)OR 9.5" TJI 110 JOISTS @ 24" O.C., TYP.LEDGER, TYP. USE 2X10
LEDGER W/ LUS HANGERS
OR 9.5" RIM BOARD W/ ITS
HANGERS DEPENDING ON
CEILING STRUCTURE
ATTACH LEDGER W/
LEDGERLOK SCREWS @
BALLOON-FRAMED WALLS
+ 14'-0"
CEILING HT.
+ 9'-1 1/8"
CEILING HT.
+ 14'-0"
CEILING HT.
LEDGER ATTACHMENT TO
EXISTING STEEL TRUSS
WINDOW SCHEDULE
ID
A
B
TYPE
TBD
TBD
QTY
1
1
SIZE
W
7'-9"
18'
HT
4'
12'
NOTES
5-PANEL GLASS W/ SILICONE JOINTS
DOOR SCHEDULE
ID
1
2
3
QTY
4
1
1
LOCATION
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
6'
12'-7"
HT
7'
7'
9'
NOTES
STOREFRONT GLASS DOUBLE DOOR W/
FULL-HEIGHT TRANSOM WINDOW
TRIPLE BYPASS BARN DOOR
1 STRUCTURAL CEILING PLAN
SCALE: 1/4" = 1'-0"
ADDITION & REMODEL NOTE:
IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO
VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR
ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN
WITH THE EXISTING STRUCTURE.
DRAWN BY:CHK'D BY:KB / KKBWPLOT DATE:7/19/2022ENGINEER:RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEDETAILSSHEET TITLE:R-101
PLN# 21-06-017
7/19/2022127 E. Main St. Suite 111Rexburg, ID 83440www.southforkdesign.com208-852-6236South Fork Design Group, LLCCAMPUS COURTYARD269 S 5TH WREXBURG, IDAHOTHESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.9"MIN17" MIN
19" MAX
8"
MIN
6"
MAX 2'-3" MIN.36" MAX33" MIN36" MAX2'-6"
MIN. CLR. WIDTH
9"MIN17" MIN
25" MAX
6"
MAX
11"
MIN
8"
MIN
27"MIN34"MAXADA HANDLE
MIRROR
BASIN HEIGHT
KNEE CLEARANCE
INSULATE EXPOSED PIPES
16" MIN
18" MAX
12" MIN 24" MIN
36" LONG MIN
33" MIN36" MAX15" MIN48" MAX40"MAX TO REFLECTIVE SURFACE2'-6"
MIN. CLR. WIDTH
MIRROR
SOAPDISPENSER
HIGHEST OPERABLE PART
C.L.17" MIN19" MAX48" MAX7"MIN
9"MAX15" MIN48" MAX12"MAX42" 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
1
2
4
3
KEYNOTES:
1 - EXISTING STEEL TRUSS
2 - STEEL BOTTOM CHORD, 5-1/2" WIDTH
3 - INTERIOR WINDOW FRAME
4 - WINDOW GLAZING
1
2
3 4
5
67
8
10
9
KEYNOTES:
1 - EXISTING STEEL TRUSS
2 - STEEL BOTTOM CHORD, 5-1/2" WIDTH
3 - 2X10 CEILING JOIST
4 - 2X10 LEDGER
5 - LUS HANGER @ EA. JOIST
6 - 9-1/2" TJI 110 CEILING JOIST OPTION
7 - 9-1/2" RIM BOARD LEDGER OPTION
8 - ITS HANGERS @ EA. JOIST FOR I-JOIST
OPTION
9 - 1/2" THROUGH-BOLT @ 24" O.C.
10 - GYPSUM BOARD CEILING 5/32"3/32"
1
2
3
1
3
2
KEYNOTES:
1 - HSS 8"X12"X1/4"
STEEL TUBE
2 - HUCQ1.81/11 TO
SEAT (1) 11-7/8" LVL
3 - WELD, REFER TO
WELD SYMBOLS &
DIMENSIONS
FLARE-BEVEL GROOVE WELD PLAN VIEW
1" EQUALLY SPACED
1 TYP. DRINKING FOUNTAIN PROFILE
NOT TO SCALE
2 TYP. DRINKING FOUNTAIN FRONT
NOT TO SCALE
3 TYP. SINK PROFILE ADA
NOT TO SCALE
4 TYP. SINK AND TOILET FRONT ADA
NOT TO SCALE
5 TYP. TOILET PROFILE
NOT TO SCALE
6 WINDOW HEADER
NOT TO SCALE
7 CEILING ATTACHMENT
NOT TO SCALE
8 LVL HEADER TO STEEL COLUMN
NOT TO SCALE