HomeMy WebLinkAboutAPPROVED FINAL ARCH SET - 22-00007 - 253 W 2nd S - Sundance Bldg CAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : 253 W 2nd S - Sundance Bldg C
Address : 271 W 2nd S
Record Type : New Multi-Family Residence
Document Filename : FINAL Arch Set - Sundance Apartments - Building C.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00007
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G1.1 Stamp Cody Jones : Building Open 2 Approved - Building Inspector
New Multi-Family Residence
Approval of plans does not constitute approval of variance from code
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Author Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : 253 W 2nd S - Sundance Bldg C
Address : 253 W 2nd S
Application Type :
Document Filename : 01 Arch - Sundance Apartments - Building C.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
G1.1 Free text Cody Jones : Building Open 1 All concealed spaces need to be fire blocked and drat stopped
per IBC.
Need Envelope COMM check or prescriptive insulation formed
signed.
Panic hardware to be installed on Egress doors.
Exit lighting and Exit signs need to comply with IBC section
1008 and 1013.
G1.3 Free text Cody Jones : Building Open 3 Building code data needs to be addressed to building C.(This
data for buildings A and B.)
A3.5 Free text Cody Jones : Building Open 15 Shaft enclosures shall have a fire resistance rating of not less
than 2 hours when connecting four stories or more.
A6.1 Free text Cody Jones : Building Open 23 All doors in rated assemblies need to be fire rated accordingly
as per section 716..
# 22-00007
New Multi-Family Residence
Report Date: 02.28.2022
Approval of plans does not constitute approval of variance from code
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AREA MAP
PROJECT
SITE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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SUNDANCE -BUILDING C
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel: (208) 232-4439
Fax: (208) 232-1435
OF
DRAWING INDEX
BYUI -APPROVED STUDENT HOUSING
3/18/2022 5:07:43 PM
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Sheet
Number Sheet Name
E2.2 BUILDING "C" THIRD FLOOR ELECTRICAL
E2.3 BUILDING "C" FOURTH FLOOR
ELECTRICAL
E3.0 TYPICAL UNIT FLOOR PLANS AND NOTES
E3.1 POWER RISER DIAGRAM
Sheet
Number Sheet Name
S1.3 TYPICAL DETAILS
S1.4 TYPICAL DETAILS
S2.0 BLDG C-FOUNDATION PLAN
S2.1 BLDG C-SECOND FLOOR FRAMING PLAN
S2.2 BLDG C-THIRD FLOOR FRAMING PLAN
S2.3 BLDG C-FOURTH FLOOR FRAMING PLAN
S2.4 BLDG C-rOOF fRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 FLOoR FRAMING DETAILS
S4.1 FLOOR FRAMINg DETaiLS
S5.0 ROOF FRAMING DETAILS
S5.1 ROOF FRAMING DETAILS
p1.0 foundation plumbing plan
p1.1 1st floor plumbing plan
p1.2 2nd floor plumbing plan
p1.3 3rd floor plumbing plan
p1.4 4th floor plumbing plan
p2.1 typ. large scale plumbing plans
p3.0 plumbing details & schedules
p3.1 plumbing details
m1.1 level 1 mechanical floor plan
m1.2 level 2 mechanical floor plan
m1.3 level 3 mechanical floor plan
m1.4 level 4 mechanical floor plan
m2.1 large scale typical apt. mech.
plans
m2.2 mechanical details & schedules
E1.0 NOTES, SCHEDULES AND DETaiLS
E1.1 BUILDING ELEVATIONS LIGHTING
E2.0 BUILDING "C" FIRST FLOOR ELECTRICAL
E2.1 BUILDING "C" SECOND FLOOR
ELECTRICAL
Sheet
Number Sheet Name
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
G1.3 OCCUPANT LOAD & EXITING PLAN
SD1.1 PHASE TWO SITE PLAN - LAYOUT
A1.1 BUILDING C - FIRST FLOOR PLAN
A1.2 BUILDING C - SECOND FLOOR PLAN
A1.3 BUILDING C - THIRD FLOOR PLAN
A1.4 BUILDING C - FOURTH FLOOR PLAN
A1.5 ROOF PLAN
A2.1 EXT. ELEVATIONS
A2.2 EXT. ELEVATIONS
A2.3 EXT. ELEVATIONS - DETAILS
A2.4 EXT. ELEVATIONS - DETAILS
A3.1 LARGE STAIR PLANS & SECTIONS
A3.3 WALL TYPES
A3.5 BUILDING SECTIONS
A3.6 BUILDING SECTIONS
A4.1 TYPICAL TYPE 'A' UNIT
A4.2 TYPICAL TYPE 'B' UNIT
A4.4 ENLARGED FLOOR PLANS
A4.5 INTERIOR ELEVATIONS
A4.6 INTERIOR ELEVATIONS
A5.1 MILLWORK DETAILS
A6.1 DOOR SCHEDULE - BUILDING C
A6.2 WINDOW SCHEDULE & DeTAILS
A6.3 DOOR DETAILS
F1.1 FINISH FLOOR PLANS - BUILDING C
S1.0 GENERAL STRUCTURAL NOTES
S1.1 GENERAL STRUCTURAL NOTES
S1.2 TYPICAL DETAILS
general
architectural
SITE DEVELOPMENT
REXBURG,IDAHO
finsh
structural
plumbing
mechanical
electrical
REVISION NOTES:
- ALL CONCEALED SPACES NEED TO BE FIRE
BLOCKED AND DRAFT STOPPED PER IBC
- PANIC HARDWARE SHALL BE INSTALLED ON ALL
EGRESS DOORS
- EXIT LIGHTING AND SIGNAGE SHALL COMPLY WITH
1008 AND 1013
REVISED 3/15/22
BUILDING c
LIVING UNIT =
200 NET SF/OCC.
6.44 OCC.6.44 OCC.
6.44 OCC.6.44 OCC.
96.6
64.4 from above
fe
12.46
OCC.
104.35 from above
fe
6.44 OCC.6.44 OCC.
136.53
32.18
32
.
2
fe
6.44 OCC.6.44 OCC.
0.4 OCC.
common space =
15 NET SF/OCC.
mechanical space =
300 gross SF/OCC.
BUILDING c
LIVING UNIT = 200 NET
SF/OCC.
6.44 OCC.6.44 OCC.
6.44 OCC.6.44 OCC.
64.4
32.2 from above
fe
47.59 from above
fe
6.44 OCC.6.44 OCC.
104.35
56.76
32
.
2
fe
6.44 OCC.6.44 OCC.
43.61 OCC.
0.27 OCC.
common space =
15 NET SF/OCC.
mechanical space =
300 gross SF/OCC.
BUILDING c
LIVING UNIT =
200 NET SF/OCC.
6.44 OCC.6.44 OCC.
6.44 OCC.6.44 OCC.
32.2
fe
fe
6.44 OCC.6.44 OCC.
47.59
47.59
32
.
2
fe
6.44 OCC.6.44 OCC.
28 OCC.
0.27 OCC.
common space =
15 NET SF/OCC.
mechanical space =
300 gross SF/OCC.
BUILDING c
6.44 OCC.28 OCC.
LIVING UNIT =
200 NET SF/OCC.
6.44 OCC.6.44 OCC.
6.44 OCC.6.44 OCC.
115.92
19
.
3
2
96.6 from above
14
12.88
136.53 from above
fe
fe
fe
6.44 OCC.6.44 OCC.
6.44 OCC.
136.53
33.32
common space =
15 net sf/occ.
Building Code Data
Use and Occupancy Classification (Chapter 3)
Group R-2 -Apartment Housing Sec. 310.4
Construction Type (Table 601)
Type V-A
Allowable Height and Area (Chapter 5)
Allowable Building Height Above Grade (Table 504.3)
Building c = 60 Feet(Type VA, S13R)
Allowable Number of Stories Above Grade (Table 504.4)
Building c = 4 Stories(Type VA, S13R)
Allowable Area Factor (Table 506.2)
Building c = 12,000 sf(Type VA, S13R)
Amount of Increase (Sec. 506.3.3)
Frontage Increase = [F/P -0.25]w/30
Building c = 0.71 x 12,000 = 8,520 + 12,000 = 20,520 sf
Actual Area
Building c
Main Level = 13,336 sf
2nd Level = 12,711 sf
3rd Level = 13,355 sf
4th Level = 13,349 sf
Total = 52,751 sf
Fire Resistance Rating Requirements for
Building Elements
Elements Min. Fire Resistance
Primary Structural Frame 1 hr Table 601
Bearing Walls (Exterior/Interior)1 hr.Table 601
Nonbearing Walls -Interior 0 hr.Table 601
Floor/Secondary Structure 1 hr.Table 601
Roof Construction 1 hr.Table 601
Shaft Enclosures 2 hr Sec 713.4.
Fire Resistance Rating for Exterior Walls Based on Fire
Separation Distance
Type VA R-2 1 hr. Table 602
Exterior Walls Fire Resistance Ratings (Sec. 705.5)
Exterior walls shall be rated on both sides when
FSD <10 feet. If FSD >10 feet rate from inside only.
Maximum Area of Exterior Wall Openings (Table 705.8)
Based on FSD
FSD = 3 to Less Than 5 Feet 15% Unprotected Allowed
Horizontal Assemblies (Sec. 711.2.4.3)
Horizontal assemblies separating dwelling units shall
not be less than 1 hr. fire resistance-rates
Draft Stopping
Building #A = Required between every two units of 3,000
sf. 718.4.2 Exception #2
Building #B = Required between every two units of 3,000
sf. 718.4.2 Exception #2
Fire Protection System
Building #A : NFPA 13R Sec. 903.3.1.2
Building #B : NFPA 13R Sec. 903.3.1.2
Occupancy Load and Exit Requirements
Occupant Load Calculations (Table 1004.1)
Egress Width (Sec. 1005)
Stairways = 136.53 (worst case) x 0.2"/occ. = 27.31" min.
Other Components =136.53 x 0.15 / occ. = 20.48"
Actual Stairway Width = 58"
Actual Corridor Width = 72"
All Doors = 36"
Common Path of Egress Travel Distance (Table 1006.2.1)
Grove R-2 Sprinkler = 125 Feet
Minimum Number of Exits/Story (Table 1006.3.1)
Occupant Load <500 = 2 Exits/Story
Exit Access Travel Distance (Table 1017.2)
Group R -2 Fire sprinklers = 250 feet
Corridors Fire Resistance Rating (Table 1020.1)
Group R-2 Fire sprinkler = 0.5 hr.
Minimum Corridor Width(Table 1020.2)
Minimum Width = 44"Actual = 72"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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G1.3
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SCALE:3/64" = 1'-0"
Exiting Plan - Level 2
SCALE:3/64" = 1'-0"
Exiting Plan - Level 3
SCALE:3/64" = 1'-0"
Exiting Plan - Level 4
SCALE:3/64" = 1'-0"
EXITING PLAN - LEVEL 1
5'
-0"
4'
-0"
1'-0"
GALV. STEEL LADDER.
CHANNEL SIDE RAILS,
WELDED 3/4" RUNGS @
12" O/C, SECURE TO
WALL W/ BOLTED STEEL
BRACKETS. GRIND ALL
EDGES SMOOTH. ALL
WORK TO BE IN
ACCORDANCE W/ STATE
ELEVATOR CODES AND
REGULATIONS
CLEAR
TO TOP OF
FOUNDATION
WALL
STEEL ANGLE
BY ELEV.
CONTRACTOR
LIGHT SWITCH
COORDINATE
WITH ELEC.
ELEVATOR
DOOR
SILL
ELEVATOR PIT
95'-0"
F.F. MAIN LEVEL
100'-0" ELEV.
SECOND LEVEL
111'-3" ELEV.
6
2
3
4
51
3
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
T.O. FOOTER
97' -0"
B
A3.6
UNIT A23 UNIT A24
UNIT A17UNIT A16
UNIT A9 UNIT A10
UNIT A2 UNIT A3
HALL
HALL
HALL
HALL
6
16
149
10
13
15
14
34
5
8
11
12
12 9
F.F 1ST FLOOR
100' -0"
F.F. 2ND FLOOR
110' -3"
F.F. 3RD FLOOR
120' -6 1/4"
F.F. 4TH FLOOR
130' -9 1/2"
TOP OF WALL
139' -10 7/8"
T.O. FOOTER
97' -0"
A
A3.6
LOUNGE
STUDY
ROOM
READING
NOOK
opening
opening
opening
opening
D
A3.5
ELEVATOR SECTIONS NOTES
WT3
WT3
WT3
WT3
WT3
WT3
WT3
B104
B204
B304
B404
B101
C201
C301
C401
ELEV.
ELEV.
ELEV.
ELEV.
HALL
HALL
HALL
HALL
24" x 24" x 24"
SUMP - THICKEN
FOOTING - SEE
STRUCT.
COORDINATE W/
ELEVATOR MFR.
3
A1.13
3 GUARDRAIL/HANDRAIL
4 COMPACTED ENGINEERED FILL
5 FOOTING SEE STRUCTURAL
6 FOUNDATION WALL - SEE STRUCTURAL
7 2" RIGID FOUNDATION INSULATION
8 4" FREE DRAINING GRAVEL
9 VAPOR BARRIER BELOW GRAVEL
10 CONCRETE SLAB ON GRADE
11 SIDING - SEE EXTERIOR ELEVATIONS
12 AIR INFILTRATION BARRIER
13 WALL SHEATHING - SEE STRUCTURAL
14 CONCRETE ON STEEL DECK - SEE STRUCTURAL
15 EXTERIOR WALL INSULATION
16 SOUND ATTENUATION INSULATION - FLOORS
17 BLOW-IN ROOF INSULATION - FILL CAVITY
18 (3) LAYERS 5/8" TYPE 'X' GYP. BD. ON 1 1/2"
FURRING CHANNELS AT 16" O.C. ON (1) LAYER
5/8" GYP. BD. ON ROOF TRUSS (2 HOUR FIRE
RATED CEILING SYSTEM)
19 (2) LAYERS 5/8" TYPE 'X' GYP. BD. ON 1 1/2"
FURRING CHANNELS AT 16" O.C. ON FLOOR
JOIST (1 HOUR FIRE RATED FLOOR/CEILING
SYSTEM)
20 SUSPENDED GYP. BD. CEILING SYSTEM
4
23
5
ELEV. CLEARANCE
146'-2 1/2""
22
16
17
17
21
20
20
20
6
F.F. FIRST FLOOR
ELEV100'-0"
F.F. SECOND FLOOR
ELEV111'-3"
F.F. THIRD FLOOR
ELEV121'-6 1/4"
F.F. FOURTH FLOOR
ELEV131'-9 1/2"
TOP OF WALL
ELEV140'-10 7/8"
(3) LAYERS 5/8" TYPE 'X' GYP. BD. ON 1 1/2"
FURRING CHANNELS AT 16" O.C. ON (1) LAYER
5/8" GYP. BD. ON ROOF TRUSS (2 HOUR FIRE
RATED CEILING SYSTEM)
21
1.25" GYP. CRETE ON 3/4" FLOOR SHEATHING ON
11 7/8" TJI ON RESILENT CHANNELS ON (2)
LAYERS 5/8" TYPE 'X' GYP. BD.
22
PIT
ELEV 95'-0"
ASPHALT EMULSION23
9
8
TOP OF SAFETY BEAM
145'-9 1/2"
12
2
SHAFT ENCLOSURE TO BE 2-HOUR FIRE RATED
ASSEMBLY: (2) LAYERS OF 5/8" GYP BOARD ON
BOTH SIDES OF STUD
24
24
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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S:\Drawings\793 - Steven Student Housing\07-BIM\793-SundanceApartments - Building 3\793- Sundance Apartments - Building 3 -Update.rvt
A3.5
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SCALE:1/4" = 1'-0"
DETAIL C
A3.5
SCALE:1/8" = 1'-0"
BUILDING C -SECTION A -SIM.A
A3.5
Note - Buillding Section
1 COMPACTED ENGINEERED FILL
2 4" FREE DRAINING GRAVEL
3 UNDERSLAB VAPOR BARRIER
4 ASPHALT EMULSION
5 FOOTING - SEE STRUCT.
6 4" CONC. SLAB - SEE STRUCT.
8 2"RIGID FOUNDATION INSULATION
9 BRICK - SEE EXTERIOR ELEVATIONS
10 AIR INFILTRATION BARRIER
11 WALL SHEATHING - SEE STRUCTURAL
12 2x4 FUR DOWN - CORDINATE W/ MECH.
13 EXTERIOR WALL INSULATION
14 SOUND ATTENUATION INSULATION
15 BLOW-IN ROOF INSULATION - FILL CAVITY
16 1.25" GYP. CRETE ON 3/4" FLOOR
SHEATHING ON 11 7/8" TJI ON RESILENT
CHANNELS ON (2) LAYERS 5/8" TYPE 'X'
GYP. BD.
SCALE:1/8" = 1'-0"
BUILDING C -SECTION B -SIM.B
A3.5
SCALE:1/4" = 1'-0"
SECTION -ELEVATOR D
A3.5
REVISED 3/15/22
wood door
solid core
(2) panel
aluminum
store front
solid
core door
solid
core door
S E E S C H E D U L E
SEE SCHEDULE
1 2 "
S E E S C H E D U L E
SEE SCHEDULE
S E E S C H E D U L E
SEE SCHEDULE
S E E S C H E D U L E
SEE SCHEDULE
6"
6 "
8"
X
2
6
"
A B C D
WOOD
WITH LITE
6"
6 "
6"
SEE SCHEDULE
S E E S C H E D U L E
E
A B C
2"
2 "
3"
3 "
2 "
2"
SEE SCHEDULESEE SCHEDULE SEE SCHEDULE
S E E S C H E D U L E
S E E S C H E D U L E
S E E S C H E D U L E
2"2"
4
1
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ALUMINUM
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LEVEL
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STAIR LEVEL
5
1
LEVEL NUMBER
TO BE 1
THROUGH 4 AS
PER FLOOR
INSTALLED
LEVEL NUMBER
TO BE 1
THROUGH 4 AS
PER FLOOR
INSTALLED
NOTE: SEE FLOOR PLANS FOR SIGN LOCATIONS
BRAILLE BRAILLE BRAILLE
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural
Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
MECHANICAL ENGINEERING
Engineered Systems
Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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3/18/2022 5:07:34 PM
S:\Drawings\793 - Steven Student Housing\07-BIM\793-SundanceApartments - Building 3\793- Sundance Apartments - Building 3 -Update.rvt
A6.1
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FEB 2022
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DOOR FRAME DETAILS
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REMARKS
SIZE
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C1 Yes A 3' - 0" 6' - 8" 1 3/4" WOOD PAINT A A WOOD PAINT 11/A6.4 12/A6.4 - 20
C2 Yes A 3' - 0" 6' - 8" 1 3/4" WOOD PAINT A A WOOD PAINT 11/A6.4 12/A6.4 - 20
C3 Yes A 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B B WOOD PAINT 5/A6.4 6/A6.4 - -
C4 Yes A 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B B WOOD PAINT 5/A6.4 6/A6.4 - -
C5 Yes A 2' - 8" 6' - 8" 1 3/4" WOOD PAINT B B WOOD PAINT 5/A6.4 6/A6.4 - -
C6 Yes A 2' - 10" 6' - 8" 1 3/4" WOOD PAINT B B WOOD PAINT 5/A6.4 6/A6.4 - -
C7 Yes A 2' - 10" 6' - 8" 1 3/4" WOOD PAINT B B WOOD PAINT 5/A6.4 6/A6.4 - -
C101A Yes B 6' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C C ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
PANIC HARDWARE
C103A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 3/A6.4 4/A6.4 - 20
C104A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 9/A6.4 10/A6.4 - 20
C107A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
C107B Yes B 3' - 2" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C A ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
PANIC HARDWARE
C108A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 12/A6.4 - 20
C109A Yes B 3' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C B ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
PANIC HARDWARE
C109B Yes B 3' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C A ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
PANIC HARDWARE
C110A Yes B 3' - 0" 7' - 0" MNF ALUM
DRK BRONZE
ANODIZED 2 C A ALUM
DRK BRONZE
ANODIZED 14/a6.4 15/a6.4 13/a6.4 -
PANIC HARDWARE
C110B Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
C201A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
C207A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 12/A6.4 - 20
C208A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
C301A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
C302A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 9/A6.4 10/A6.4 - -
C303A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 3/A6.4 4/A6.4 - 20
C306A Yes E 6' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B C HM PAINT 9/A6.4 10/A6.4 - 20
C308A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 12/A6.4 - 20
C309A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
C401A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 B A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
C402A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 9/A6.4 10/A6.4 - -
C403A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 3/A6.4 4/A6.4 - 20
C407A Yes C 6' - 0" 6' - 8" 1 3/4" WOOD PAINT B C HM PAINT 9/A6.4 10/A6.4 - -
C409A Yes C 3' - 0" 6' - 8" 1 3/4" WOOD PAINT B A HM PAINT 11/A6.4 12/A6.4 - 20
C410A Yes D 3' - 0" 6' - 8" 1 3/4" WOOD PAINT 1 A A HM PAINT 3/A6.4 4/A6.4 - 90 PANIC HARDWARE
SCALE:n.t.s.
DOOR TYPE
SCALE:n.t.s.
FRAME TYPES
SCALE:n.t.s.
TYP. FRAME PROFILE
SCALE:n.t.s.
SIGN TYPES
1 1/4" CLEAR GLASS TEMPERED
2 1" INSULATED GLASS TEMPERED
REVISION NOTES:
- PANIC HARDWARE SHALL BE INSTALLED ON ALL
EGRESS DOORS
- EXIT LIGHTING AND SIGNAGE SHALL COMPLY WITH
1008 AND 1013
REVISED 3/15/22