HomeMy WebLinkAboutPLANS - 20-00363 - BYUI Manwaring - RemodelDRAWING INDEXSITE MAP
SCALE: A1 DETAIL
XXX
2
XX
X
XX.XX
ROOM
NUM
NAME
SYMBOLS LEGEND
ROOM IDENTIFICATION
NUMBER
DOOR NUMBER
REFERENCE NOTE
GLAZING TYPE
PARTITON WALL TYPE
INTERIOR ELEVATION
WALL SECTION
EXTERIOR ELEVATION
DETAIL
REVISION DELTA
ROOM NUMBER
ELEVATION
NUMBER
SHEET NUMBER
ELEVATION
NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
REVISION NUMBER
BUILDING SECTION
DETAIL TITLE
ROOM NAME
SHADE INDICATES
ELEVATED WALLA1
A2A4
A3
AFF
CMU
EIFS
ABOVE FINISH FLOOR
CONCRETE MASONRY UNIT
EXTERIOR INSULATED FINISH
EQ EQUAL
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
O.C. ON CENTER
SPEC SPECIFICATION
SIM SIMILAR
TYP TYPICAL
T.O. TOP OF
B.O. BOTTOM OF
ABBREVIATIONS
MATERIAL LEGEND
CONCRETE
STUD WALL
GRAVEL
COMPACTED FILL
AND/OR EARTH
BATT INSULATION
RIGID INSULATION
CMU (CONCRETE MASONRY UNIT)
GYPSUM BOARD OR
CONCRETE
SURFACE
PROJECT NUMBER:
PROJECT ARCHITECT
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BYUI MANWARING REMODEL
PERMIT SET - MAY 13, 2020
BYUI MANWARING REMODELCAREER ADVISING TI19185
FFKR ARCHITECTS
730 Pacific Ave.
Salt Lake City, Utah 84104
801-512-6186
TBSE INC
233 N 1250 W #201
CENTERVILLE, UT 84014
801-298-8795
STRUCTURAL ENGINEER
HEATH ENGINEERING
377 W 800 N
Salt Lake City, UT 84103
801-322-0487
MECHANICAL ENGINEER
PAYNE ENGINEERING
1823 E CENTER ST.
POCATELLO, ID 83201
208-232-4439
ELECTRICAL ENGINEER
SHEET NO. SHEET NAME
GENERAL INFORMATION
G001 COVER
G002 CODE SUMMARY & LIFE SAFETY PLAN
ARCHITECTURAL
AD101 LEVEL 2 DEMO PLAN
AD111 LEVEL 2 REFLECTED CEILING DEMO PLAN
AE101 LEVEL 2 FLOOR PLAN
AE102 MEZZANINE LEVEL PLAN
AE111 LEVEL 2 REFLECTED CEILING PLAN
AE111A ENLARGED REFLECTED CEILING PLAN
AE301 BUILDING SECTION
AE401 ENLARGED STAIR PLANS & SECTION
AE402 ENLARGED ELEVATIONS
AE501 PLAN AND CEILING DETAILS
AE601 DOOR SCHEDULE, TYPES, AND DETAILS
AE701 ELEVATIONS
AF101 FURNITURE PLAN
AF102 FINISH PLAN
STRUCTURAL DRAWINGS
SE-001 GENERAL NOTES
SE-002 INSPECTIONS
SE-003 SCHEDULES STEEL
SE-006 3D RENDERING
SE-103 FRAMING PLAN
MECHANICAL DRAWINGS
M001 MECHANICAL SCHEDULES
M002 MECHANICAL SCHEDULES
MD101 SECOND LEVEL MECHANICAL DEMOLITION PLAN
MD102 THIRD LEVEL MECHANICAL DEMOLITION PLAN
MD401 LARGE SCALE FAN ROOM DEMOLITION PLAN
MH101 SECOND LEVEL MECHANICAL REMODEL PLAN
MH102 THIRD LEVEL MECHANICAL REMODEL PLAN
MH401 LARGE SCALE FAN ROOM PLAN
MH402 LARGE SCALE MECHANICAL SECTION
MH501 MECHANICAL DETAILS
MH502 MECHANICAL DETAILS
MH503 MECHANICAL PIPING DETAILS
MP402 LARGE SCALE MECHANICAL PIPING PLAN
MI601 MECHANICAL CONTROLS
MI602 MECHANICAL CONTROLS
PLUMBING DRAWINGS
PD101 LEVEL ONE PLUMBING DEMOLITION PLAN
PD102 LEVEL TWO PLUMBING DEMOLITION PLAN
PL101 LEVEL ONE PLUMBING DEMODEL PLAN
PL102 LEVEL TWO PLUMBING REMODEL PLAN
FD101 LEVEL 2 FIRE PROTECTION DEMOLITION PLAN
FP101 LEVEL 2 FIRE PROTECTION REMODEL PLAN
ELECTRICAL DRAWINGS
E0.0 ELECTRICAL SYMBOLS & DETAILS
E0.1 EXISTING ELECTRICAL PLAN
E1.0 LIGHTING PLAN
E2.0 POWER / DATA
E3.0 FIRE ALARM
E4.0 MEZZANINE PLAN
MANWARING
CENTER
PROJECT TEAM
FECFEC
FEC
OCCUPANCY AREA BOUNDARY
FIRE EXTINGUISHER
FEC
COMMON PATH OF EGRESS
LIFE SAFETY ARROW
FIRE BARRIER - 1 HOUR
FIRE BARRIER - 2 HOUR
FIRE BARRIER - 3 HOUR
FIRE PARTITION
SMOKE PARTITION
SMOKE BARRIER
FIRE WALL - 4 HOUR
FIRE WALL - 3 HOUR
FIRE WALL - 2 HOUR
FIRE WALL - 1 HOUR
FB1 RATED WALL ASSEMBLY CODE
CODE DESCRIPTION
EW1 EXTERIOR WALL - 1 HOUR
EW2 EXTERIOR WALL - 2 HOUR
EW3 EXTERIOR WALL - 3 HOUR
FB1
FB2
FB3
FP
FW1
FW2
FW3
FW4
SB
SP
RATED WALL ASSEMBLY
NON-RATED WALL ASSEMBLY
OCCUPANCY TYPES
LEGEND
BUSINESS
ASSEMBLY
ACCESSORY STORAGE
BUSINESS
7375 SF/100 =74 OCC
STORAGE
90 SF/300 =1 OCC
'A' EGRESS COMPONENT
336" PROV. CLEAR WIDTH
'B' EGRESS COMPONENT
36" PROV. CLEAR WIDTH
'C' EGRESS COMPONENT
36" PROV. CLEAR WIDTH
'D' EGRESS COMPONENT
336" PROV. CLEAR WIDTH
PRIMARY EXIT
MAXIMUM TRAVEL DISTANCE = 300'
PROVIDED TRAVEL DISTANCE = 146'
FB1
FB1
FB1
FB1
FB1
FB1
FB1
REQUIRED CAPACITY = 108 OCC'S
PROVIDED CAPACITY = 290 OCC'S
TRAINING
751 SF/15 =51 OCC
'E' EGRESS COMPONENT
36" PROV. CLEAR WIDTH
MAXIMUM TRAVEL DISTANCE = 300'
PROVIDED TRAVEL DISTANCE = 78'
SECONDARY EXIT
MAXIMUM TRAVEL DISTANCE = 300'
PROVIDED TRAVEL DISTANCE = 94'
DEAD SPACE
MEZZANINE
1069 SF/300 =4 OCC
BUSINESS
90 SF/100 =1 OCC
PRIMARY EXIT
MAXIMUM TRAVEL DISTANCE = 300'
PROVIDED TRAVEL DISTANCE = 146'
REQUIRED CAPACITY = 108 OCC'S
PROVIDED CAPACITY = 290 OCC'S
Applicable Codes
Code Year
International Building Code (IBC)2018
International Mechanical Code (IMC)2018
International Fire Code (IFC)2018
International Energy Conservation Code (IECC) 2018
National Electrical Code (NEC)2020
ADA Accessibility Guidelines 2010
International Plumbing Code (IPC)2019
International Building Code (IBC) Analysis
Construction Type II-B Non Combustible Table 503
Building Occupancies B Mall Occupancy Sect. 508
Design Building Area 8820 SF
Allowed Building Area Unlimited SF Sect. 402.6 - 60' clear on all sides
Allowed Building Height (Ft) 75.25'Ft Sect. 504.2
Allowed Building Height (Stories) 3 Stories Sect. 504.2
Building Square Footage
Level 2 7724 SF
Mezzanine Level 1096 SF
Total 8,820 SF
Building Occupancy & Construction TYpeFire Resistance Ratings for Building Elements - hours (Table 601 - Substitution 903.2)
Are Fire Sprinklers Required Yes
Building Element Tabular
Primary Structural Frame (See Section 202) 0 HR
Bearing Walls - Exterior 0 HR
Bearing Walls - Interior 0 HR
Nonbearing Walls & Partitions - Interior 0 HR
Floor Construction (See Section 202) 0 HR
Roof Construction (See Section 202) 0 HR
Shaft Enclosure Fire Rating 1 Hr
Stair Shaft to Mezzanine Level 1 Hr
Exit Width ( Section 1005)
Stairs Inches Req.Inches Prov.
Level 2 26.2 58
Total Exit Width 26.2 58
Doors Inches Req. Inches Prov.
Level 2 19.7 36 (Min.)
Mezzanine Level 19.7 40 (Min.)
Total Exit Width 39.4 76
Plumbing Fixture Calculations (Section 29)
Total Women's Fixtures Occupants 66 Table 2902.1 Most Restrictive Occ. B Mall Occupancy IIB NON Cmobus. Table 503
Shaft Enclosure Fire Rating (Section 713.4)
Water Closets Required 2 Provided 12 1: 0
Lavatories Required 1 Provided 6 1: 0
Total Men's Fixtures Occupants 66 Table 2902.1
Water Closets Required 2 Provided 12 1: 0
Lavatories Required 1 Provided 6 1: 0
Total Misc. Fixtures Table 2902.1
Electric Water Cooler Required 1 Provided 2 See Sect. 1109.5
Service Sink Required 1 Provided 12"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:14:10 PMG002
CODE
SUMMARY
& LIFE
SAFETY
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 1/8" = 1'-0"
A1 LEVEL 2 LIFE SAFETY PLAN
SCALE: 1/8" = 1'-0"
A4 MEZZANINE LEVEL LIFE SAFETY PLAN
2015
2015
2017
2015
2015
2017
2009
32 4 5 6 7 8 9 10 11 12
B
C
D
E
F
G
CONTRACT LIMIT LINE
CONTRACT LIMIT LINE
CONTRACT LIMIT LINE CONTRACT LIMIT LINECONTRACT LIMIT LINECONTRACT LIMIT LINE2.01
2.012.02
2.02
2.02
TYP.
TYP.
TYP.
2.05
2.05
2.02
TYP.
2.01
2.04
2.02
2.01
2.03
2.03
2.02
2.04
2.02
2.03
2.03
TYP.
TYP.
TYP.
TYP.
TYP.
2.04
2.04 2.04
2.04
2.04
2.04
2.04
2.04
TYP.
2.02
TYP.
2.04
2.04
2.03
TYP.
2.03
2.03
2.03
2.03
2.03
2.02
2.01
TYP.
2.04
2.04
2.02
2.03
TYP.
2.03
2.02
2.02
2.02
FROM STL. COL.
TO STL. COL.
10' HT.
10' HT.13'-0"TO NEAREST STUD
4'-6" MIN.21'-2 1/4"2.03
2.057'-2" HT.
2.04
4' - 9 1/2"5' - 6"11 1/2"5' - 6"4' - 9 1/2"2.03
5' - 6"1' - 5"5' - 6"4' - 11"2.042"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:37 PMAD101
LEVEL 2
DEMO
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE:3/16" = 1'-0"A1 LEVEL 2 DEMO PLAN
2.01 REMOVE EXISTING FLOORING, CLEAN AND
PREP FOR FUTURE
2.02 REMOVE EXISTING WALL, PREP FOR
FUTURE
2.03 EXISTING WALL TO REMAIN, PROTECT, PREP
FOR FUTURE
2.04 REMOVE EXISTING DOOR AND HARDWARE,
SALVAGE FOR REUSE, COORDINATE WITH
OWNER
2.05 NEW 7'-0" TALL DOOR OPENING, REFER TO
WIDTH DIMENSION
2.08 REMOVE EXISTING LIGHT, RE. ELEC. DWG.
32 4 5 6 7 8 9 10 11 12
B
C
D
E
F
G
2.07
2.07
2.07
2.07
2.07
TYP.
TYP.
TYP.
TYP.
TYP.
2.072.07
TYP.TYP.2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:39 PMAD111
LEVEL 2
REFLECTED
CEILING
DEMO
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 3/16" = 1'-0"
A1 ENLARGED LEVEL 2 DEMO RCP
2.07 REMOVE EXISTING CEILING TO STRUCTURE
ABOVE, ALSO REFER TO MECHANICAL AND
ELECTRICAL DWG., PREP FOR FUTURE
UP
J
J
32 4 5 6 7 8 9 10 11 12
B
C
D
E
F
G
OFFICE
202
OFFICE
203
ENTRY
201
OFFICE
230
OFFICE
229
TRAINING
224
SMALL
CONF.
227
SMALL
CONF.
226SMALL
CONF.
225
PHOTO
204
STORAGE
224B
SMALL
CONF.
223
SMALL
CONF.
219
HOSTING
221
OFFICE
217
OFFICE
216
OFFICE
214
OPEN
OFFICE
213
OFFICE
212
OFFICE
211
OFFICE
210
OFFICE
209
OFFICE
208
OFFICE
207
OFFICE
206
OFFICE
205
A2
AE301
__________
202
203
205206207208
209
212 214
216
217
220
221
222
224
229 230
224B
P3S
P3S
P3S
P3S
P3S
P3S
P3S
P3S P3S P3S
P3S
P3S
P3SP3SP3SP3S
P3S
P3SP3S
P3S
ALIGN
ALIGN
(TYP)
ALIGN
(TYP)
P3S
P3S
EQ EQ8'-0"6'-5"10'-0"10'-0"+/- 13'-1 1/2"P3S
AE102
A4
ABOVE
P3S-E 12'-4 1/2"8'-0"ALIGN
08.08
F3
P3S-E
P3S-E
AE701 B3
AE701B1
AE701
B2
AE701A1
AE701
A2
AE701 A4
AE501
C3
C/LC/L C/L
AE501
C3
REV.
AE501
C4
218 219 223 225 226 227
224A 201
AL1
5' - 6"8' - 8"8' - 8"8' - 8"
AL3AL3AL3 AL2 AL2AL2
AL5
AL4
STAIR
S001
OPEN
OFFICE
201A
224C
8' - 1"8' - 1"5' - 0"2' - 8"8' - 1"5' - 3"
P3S
1 1/2" RECESSED ACCESS
FLOOR IN THE SHADED AREA
AE601
A2
201A
210
211
SMALL
CONF.
218
CORRIDOR
222
OFFICE
220
AE701C2
AE701C3
+/- 3' - 10"7' - 0"4' - 0"10' - 0"8' - 6"10' - 10"
11' - 6"
5' - 1"3' - 7"2' - 6"5' - 6"4' - 0"4' - 0"18" CLR
18" CLR
ALIGN
(TYP)
ALIGN
(TYP)
5' - 1"3' - 0"
3' - 0"EQEQALIGN
(TYP)
213
ALIGN
AE701 C1
AE701
D2
12' TALL
12' TALL WALL
12' TALL WALL
12' TALL WALL
12' TALL WALL
12' TALL WALL
09.15
09.15
09.15
09.15
09.15
09.15
AE601
A2
CLEAR
4'-8"09.18
09.1809.18
TYP.
09.18
12.05
12.06
12.06
TYP.
TYP.
12.06
TYP.
12.06
TYP.TYP.
12.06
TYP.
12.06
TYP.
12.06
TYP.
12.06
TYP.
12.06
TYP.
1 1/2" GYPCRETE
FLOOR LAYER
1 1/2" ACCESS FLOOR2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:42 PMAE101
LEVEL 2
FLOOR
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 3/16" = 1'-0"
A1 LEVEL 2 FLOOR PLAN
08.08 MANUAL FOLDING PARTITION
09.15 2" X 2" X 4' TALL STAINLESS STEEL
CORNERGUARD
09.18 WINDOW FILM
12.05 MOTORIZED ROLLER SHADES
12.06 MANUAL ROLLER SHADES
1 4.30.20 ADDENDUM 1
UP
7 8 9 10 11
E
F
-P2B1
301
MEZZANINE
P3S
P3S
AE401
A1
301
03.06
05.11
2' - 0"DEAD SPACE
STAIR
S001
05.1305.13
05.16
09.01
P22"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:43 PMAE102
MEZZANINE
LEVEL
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 3/16" = 1'-0"
A4 MEZZANINE LEVEL PLAN
03.06 CONCRETE SLAB ON METAL DECK
05.11 CONCRETE FILLED METAL STAIR
05.13 2" DIA ALUMINUM HANDRAIL
05.16 2" DIA, ALUMINUM HANDRAIL W/ GLASS
PANEL
09.01 5/8" TYPE 'X' GYPSUM BOARD
1 4.30.20 ADDENDUM 1
32 4 5 6 7 8 9 10 11 12
B
C
D
E
F
G
A2
AE301
__________
OFFICE
230
OFFICE
229
TRAINING
224
SMALL
CONF.
225
SMALL
CONF.
226
SMALL
CONF.
227
SMALL
CONF.
223
HOSTING
221
SMALL
CONF.
219OFFICE
217
OFFICE
216
OFFICE
214
OFFICE
212
OFFICE
211
OFFICE
210
OFFICE
209
OFFICE
208
OFFICE
207
OFFICE
206
OFFICE
205
PHOTO
204
OFFICE
203
OFFICE
202
OPEN
OFFICE
213
B10'-0"
C1
A10'-0"
P3
C1
AE501
__________
B3
AE501
__________
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1 B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
B10'-0"
C1
ENTRY
201
B11'-0"
C1
CORRIDOR
222
B10'-0"
C1
A11'-0"
P2
B11'-0"
C1
18' - 0"
17' - 2"
18' - 0"
17' - 10"
16' - 6"
16' - 0"
17' - 2"
17' - 6"
18' - 0"
18' - 0"
17' - 0"
15' - 0"
15' - 6"
16' - 0"
13' - 0"13' - 6"
14' - 0"
13' - 2"
13' - 6"
13' - 0"
12' - 10"
12' - 6"
12' - 8"
12' - 2"
12' - 4"12' - 0"
12' - 6"
12' - 2"
14' - 0"
13' - 4"
18' - 0"
12' - 0"
12' - 6"
13' - 8"
14' - 0"
14' - 6"
15' - 0"
15' - 10"
16' - 0"
17' - 0"17' - 0"
17' - 4"
17' - 0"
18' - 0"18' - 0"
18' - 0"
17' - 8"
17' - 0"18' - 0"
18' - 0"
L1
L1
L1
L1
L1
L1 L1
L1
L1
L1
L1L1
L1
L1
L1
L1 L1
L1
L1 L1
L1
L1
L1
L1
L1L1
L1
L1 L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1 L1
L1
L1
L1 L1
L1
L1
L1L1
L1
L1
18' - 0"
L1
23.01
12.03
OFFICE
220
SMALL
CONF.
218
S---
P5
OFFICE
WORKSTATIONS
201B
18' - 0"
A11'-8 1/2"
P3
B4
AE501
__________
AE402
C2
D4
AE501
__________
D4
AE501
__________
D4
AE501
__________
TYP.
TYP.
TYP.
D5
AE501
__________
12.05
TYP.
12.06
12.0612.0612.0612.06
TYP.TYP.TYP.TYP.
TYP.
12.06
TYP.
12.06
TYP.
12.06
TYP.
12.06
TYP.
L1
18' - 0"
28' - 8"
12' - 0"TYP.
09.14
TYP.
05.10
TYP.
13' - 6"
L1
AE111A
A1
GYPSUM BOARD -SUSPENDEDA
B
S
D
F
OPEN TO STRUCTURES
C
RM NO.
ROOM NAME
HT C
HEIGHT ABOVE
FINISHED FLOOR C = CEILING TYPE
CEILING TYPE
PNT = CEILING FINISH
PNT
ACOUSTIC PANEL
TILE
WOOD PANEL
OPEN TO STRUCTURE
ACOUSTICAL PANEL -VINYL LAMINATED
LIGHT FIXTURES
MECHANICAL
FIXTURES
FIRE SPRINKLERS
CEILING LEGEND
GENERAL NOTES
1. SEE MECHNICAL DRAWINGS FOR DIFFUSER
LOCATIONS IN CEILING. CONRACTOR TO
COORDINATE W/ LIGHT FIXTURES (AS INDICATED
IN ELECTRICAL DRAWINGS) & MOVE DIFFUSERS
AROUND THE LIGHT FIXTURES IF THERE IS A
CONFLICT.
2. CONTRACTOR SHALL VERIFY W/ ARCHITECT FOR
ALL CEILING HEIGHT CLARIFICATIONS.
3. SOME OF THE ITEMS ON CEILING INDICATED IN
MECHNICAL & ELECTRICAL DRAWINGS, MAY / MAY
NOT BE, INDICATED ON ARCHITECTURAL CEILING
PLANS. SEE MECHNICAL & ELECTRICAL DRAWINGS
& COORDINATE W/ ARCHITECT FOR ANY REQUIRED
CLARIFICATIONS.
4. CONTRACTOR SHALL NOT HANG CEILING PANELS
& LIGHTS FROM DUCTS.
5. ALL FIRE SPRINKLER HEADS SHALL BE CENTERED
IN ACOUSTICAL CEILING TILES.
REFER TO SHEET AE501 FOR TYPICAL CEILING
DETAILS.2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:45 PMAE111
LEVEL 2
REFLECTED
CEILING
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 3/16" = 1'-0"
A1 LEVEL 2 RCP
05.10 STEEL JOIST
09.14 SOFTZONE TM. ARCHITECTURAL
ACOUSTIC LIGHTING SYSTEM, 4'
SIDES EQUILATERAL TRIANGLE,
INSTALLATION SEE MANUFACTURE
INSTRUCTION
12.03 FOLDING PARTITION
12.05 MOTORIZED ROLLER SHADES
12.06 MANUAL ROLLER SHADES
23.01 AIR DUCT
1 4.30.20 ADDENDUM 1
6 7 8 9 10 11 12
B
C
D
E
11' - 7"15' - 8"6' - 1"15' - 7"5' - 0"1' - 2"2' - 5"6' - 5"8' - 9"2' - 8"16' - 1"
15' - 11"4' - 6"
5' - 3"6' - 8"14' - 1"
5"13' - 1"
5' - 2"3' - 5"7' - 9"3' - 4"5' - 7"8' - 6"10' - 7"8' - 3"4' - 8"13' - 6"4' - 9"4' - 1"3' - 11"3' - 6"12' - 4"4' - 4"2' - 0"2' - 3"3' - 2"2' - 5"6' - 10"9' - 1"12' - 8"7' - 2"
5' - 1"2' - 3"
7' - 0"3' - 5"
7' - 5"2' - 10"1' - 8"7' - 0"4' - 2"4' - 11"3' - 2"2' - 5"7' - 3"7' - 0"
14' - 4"
3' - 6"12' - 7"
4' - 2"2' - 4"5' - 6"9' - 5"17' - 1"
8' - 3"6' - 3"7' - 10"4' - 6"7' - 8"2' - 11"3' - 9"5' - 10"3' - 7"4' - 4"4' - 5"5' - 0"4' - 8"
1' - 0"3' - 11"8"3' - 0"5' - 9"4' - 7"3' - 11"3' - 11"3' - 11"2' - 8"6' - 8"6' - 2"7' - 7"3' - 7"7' - 10"8' - 6"3' - 10"7' - 0"3' - 2"6' - 8"2' - 2"7' - 11"7' - 2"7' - 8"8"3' - 1"4' - 2"11' - 4"1' - 9"2' - 8"17' - 6"09.142"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:47 PMAE111A
ENLARGED
REFLECTED
CEILING
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 1/4" = 1'-0"
A1 OPEN OFFICE RCP
09.14 SOFTZONE TM. ARCHITECTURAL
ACOUSTIC LIGHTING SYSTEM, 4' SIDES
EQUILATERAL TRIANGLE,
INSTALLATION SEE MANUFACTURE
INSTRUCTION
LEVEL 2
128' -0"
LEVEL 3
142' -0"
B C D E F
ENTRY
201
03.0908.10 08.03
AL4
08.03
AL4
RECESSED ACCESS AREA
19' - 2"
GYPCRETE FILLED AREA
59' - 10 1/2"
03.08
2.10
2.10
09.17 03.09
LEVEL 2
128' -0"
LEVEL 3
142' -0"
67891011
A2
AE301
__________
HIGH CEILING
146' -0"
09.01
09.14
08.10
08.03 08.03
AL2
06.08
06.03
06.05
P3
B1
09.10
05.10
OFFICE WALL HGT.12' - 0"11' - 6 1/2"
RECESSED ACCESS AREA
34' - 4 1/2"
GYPCRETE FILLED AREA
20' - 7 1/2"
03.08
03.09
09.1703.092"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:49 PMAE301
BUILDING
SECTIONBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 3/16" = 1'-0"
A2 BUILDING SECTION
SCALE: 3/16" = 1'-0"
C2 BUILDING SECTION
2.10 EXISTING STRUCTURE, PAINT
03.08 1 1/2" RECESSED FLOOR
03.09 GYPCRETE WITH FLOOR FINISH, RE. FINISH
SCHEDULE
05.10 STEEL JOIST
06.03 CABINETS
06.05 COUNTERTOP
06.08 FLAT WOOD VENEER PANEL
08.03 NEW DOOR, RE. DOOR SCHEDULE
08.10 MOTORIZED OVERHEAD GRILLE
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.10 WALL BASE
09.14 SOFTZONE TM. ARCHITECTURAL ACOUSTIC
LIGHTING SYSTEM, 4' SIDES EQUILATERAL
TRIANGLE, INSTALLATION SEE
MANUFACTURE INSTRUCTION
09.17 1 1/2" ACCESS FLOOR
23.03
4' - 10"
A2
AE401
__________14 TREADS @ 11" = 11'-11"4' - 6"10 TREADS @ 11" = 8'-3"1' - 0"D5
AE401
__________
D2
AE401
__________
D3
AE401
__________
D4
AE401
__________
B5
AE401
__________
05.13
1' - 0"ALUMINUM HANDRAIL ONLY21' - 8"GLASS PANEL3' - 0"1' - 0"STAIR
S001
4' -10"
THREAD WIDTH
05.11
05.16
09.01
LEVEL 3
MECHANICAL
REMODEL PLAN
142' -0"
LEVEL 2
128' -0"
LEVEL 3
142' -0"
Level 2
128' -0"
Level 3
142' -0"7' - 2"14 TREADS @ 11" = 11'-11"4' - 6"10 TREADS @ 11" = 8'-3"'3' - 0"3' - 1 3/4"1' - 0"
GLASS PANEL
3' - 0"
ALUMINUM RAILING ONLY
21' - 8"1' - 0"
05.13
05.11
2' - 10"09.01
09.02
03.06
AE401
D5
AE401
D2
AE401
D3
AE401
D4
AE401
C5
STAIR
S001
STORAGE
224B
P2
AE501
B4
09.02
09.02
P3
M5
GLASS SHOE
MOULDING
STAINLESS
STEEL
COVER
1/2" CAP
SCREW, 12"
O.C.
PAINTED STAIR
STRINGER,
SEE STRUCTURAL
12 GAUGE
STEEL PLATE
1 1/2" X 1 1/2"
ANGLE
CONCRETE
FILLED
METAL PAN3'-6"(FROM NOSE OF TREAD TO TOP OF RAIL)2 1/2"
GLASS RAILING
ALUMINUM
TOP RAIL
1/2" MINGLASS RAILING
STAINLESS
STEEL COVER
1/2" CAP SCREW, 12"O.C.
GLASS RAIL
SHOE MOULDING
CONCRETE FLOOR SLAB,
SEE STRUCTURAL
1/4" MIN
HANDRAIL
HANDRAIL
BRACKET
7
/
8
"
2" DIA. STEEL
PIPE HANDRAIL
WOOD BLOCKING
1"
CONCRETE SLAB
ON GRADE
METAL PAN STAIRS
STEEL STRINGER,
TYPE AND SIZE PER
STRUCTURAL
TYP
1"2"2"CONCRETE SLAB
ON METAL DECK
STEEL TUBE
METAL PAN STAIRS
STEEL STRINGERS,
TYPE AND SIZE SEE
STRUCTURAL
TYP
1"2"2"STRUCTURAL
BEAM
CONCRETE SLAB
ON METAL DECK
METAL PAN
STAIRS
STEEL STRINGER,
TYPE AND SIZE PER
SRUCTURAL2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:51 PMAE401
ENLARGED
STAIR
PLANS &
SECTIONBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 1/2" = 1'-0"
A1 STAIR S001 PLAN
SCALE: 1/2" = 1'-0"
A2 STAIR S001 SECTION
SCALE:3" = 1'-0"D5 GLASS HANDRAIL DETAIL
SCALE: 3" = 1'-0"
A5 GLASS HANDRAIL BASE DETAIL
SCALE: 3" = 1'-0"
C5 HANDRAI @ WALL
SCALE: 3" = 1'-0"
B5 HANDRAIL @ WALL
SCALE:1 1/2" = 1'-0"D2 TYPICAL STAIR AT GRADE
SCALE: 1 1/2" = 1'-0"
D3 TYPICAL STAIR AT LANDING
SCALE: 1 1/2" = 1'-0"
D4 TYPICAL STAIR AT LEVEL
03.06 CONCRETE SLAB ON METAL DECK
05.11 CONCRETE FILLED METAL STAIR
05.13 2" DIA ALUMINUM HANDRAIL
05.16 2" DIA, ALUMINUM HANDRAIL W/
GLASS PANEL
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.02 SCHEDULED CEILING, SEE
REFLECTED CEILING PLANS
1'-7 1/2"4'-2"5' - 0"31°7 4 °32°
43°
9 9 °65°16°70°110°
45°55°65°30°3 0 °85°5
0
°26°
63°115°90°20°45°36°4 4 °55°45°105°75°36°39°30°
75°50°85°45°20°5
6
°6 7 °37°116°65°106°74°35°5 0 °
5
6
°65°109°7 4 °
6 4 °
2
3
°34°42°104°53°40°38°1 4 2 °
115°27°38°83°97°83°97°18°35°5 0 °100°1 00°57°6 2 °
6
3
°56°108°23°49°90°45°45°34°
45°67°3 3 °
70°110°6 6 °25°135°45°3'-3"5'-6 1/4"3 1/4"4'-5 1/4"5'-6 1/2"7'-4"7'-9"2'-10 1/2"2'-10 1/2"5'-10 3/4"4'-1 1/4"5'-10"3'-1 1/4"4'-7"
1"
1"
1"1"1"
1"
1"1"
2"
2"
2"
2"
2"
2"
2"
4"
4"
4"
4"
4"
4"
3"
3"
3"
3"
3"
2"
2"
1"
1"
1"
7 '-1 0 "8'-9"6'-1"
5'-9"4'-1"4'-0"4'-7"6 '-5 "
6'-6"3'-11"3'-11"7'-2"5'-5"3'-
6
"3'-9"2'-1"4 '-4 "
8'-3"
2'-6 "2'-6"
5 '-1 1 "
4 '-4 "4'-6 "3'-4"7'-8"
7'-1"
4 '-2 "4'-7"1'-10"4'-7"5'-4"5 '-5 "5'-11"4 '-1 1 "2'-10"4'-0"5'-7"4'-4"5 '-1 0 "
5'-3"
C5
AE501
__________
2'-6"2'-10"2'-6"5'-2 3/4"4'-8 3/4"7'-2"1'-3 1/2"3'-11"4'-6"3'-10"2'-0 3/4"1'-8 1/4"4'-1 3/4"4'-6"3'-6"7'-9 1/2"
4 2 °48°48°112°20°30°1 5 0°41°6 8 °7
0°20°108°142°22°31°1 9 °76°21°12°15°30°3 0 °1 5 °136°90°62°7 2 °47°3 7 °9
6
°
81°5 5 °48°60°116°
6 1 °1 3 9 °46°75°3 0 °69°19°7
8°83°1
2
1°66°114°59°1 9 °3 5 °28°43°54°81°78°46°24°37°94°20°39°51°36°34°101°90°49°120°
7 5 °34°7
1°
1"
1"
1"
1"
1"
1"1"
1"
4"
4"
4"
4"
2"
2"
2"
2"
2"
2"
2"
2"
3"
3"
3"
3"
3"
3"
2"
4"
2"3'-10"5 '-6 "
5'-2"1'-10"2 '-8 "
5'-1"
3
'-
7
"6'-9"7'-0"
4 '-1 "7 '-1 0 "
7'-10"
8'-0"5'-0"4'-6 "4'-5"3'-6"4'-0"2 '-6 "3'-7"4'-10"
4'-6"
5 '-7 "6'-0"3'
-10"4'-0"2'
-10"7'-5"3'-8"
5 '-1 "2'-10"2'-10"3'-7"3'-4"3 '-7 "D1
AE701
__________7'-1 3/4"7'-8 1/2"3'-1 1/4"3'-9 1/2"8'-4 1/2"2'-5 1/4"2'-10"4'-3 3/4"3'-10 1/4"
52°90°3 8 °38°52°
3 8 °84°58°
58°32°35°26°2 9 °
5 5 °125°
2 9 °61°1"
3"
2"
4"
2"
3"
1"5'-0"6'-6"
4 '-8 "3'-11"
4'-9"8'
-0"
7 8 9
E
1"6'-0"6'-0 1/4"6'-0"
4'-10"5'-6"4'-0"7'-5"5'-6"4'-7 1/2"5'-8 1/2"3'-2"6'-9 1/4"3'-10 1/4"2'-11"3'-4"2'-0 1/4"2'-0"6'-4 1/2"2'-3 1/2"2'-10 1/4"2'-1"
2'-2 3/4"2'-3"5'-3 3/4"4'-3 3/4"6'-6"1'-3 1/4"3'-0 1/4"3'-2 1/2"4'-5 1/4"6'-0"6'-0"6'-0"90°90°90°
90°45°45°55°
62°63°45°45°4 5 °45°72°45°2 1 °69°4 5 °45°69°66°
45°
1 5 °75°64°75°5
0
°
31°3 1 °45°111°117°39°4 5 °45°2 1 °2 4 °75°119°64°57°
74°4 0 °121°109°5 5 °74°40°
4
2
°22°78°4 5 °56°75°4 9 °57°34°3
6°22°
5 2 °56°4 8 °77°101°6 9 °75°115°51°6 3 °60°64°122°
61°5 6 °34°52°35°
9 4 °64°3
9
°48°80°69°34°7 7 °72°49°49°3 7 °
80°86°3
4
°
48°113°65°8 5 °61°59°
5 4 °51°45°51°
86°106°82°19°67°56°104°57°67°
7 1 °76°59°31°3
2
°
6 3 °53°50°3 7 °56°37°
4"3"
1"
2"
1"
2"
2"
1"3"
2"
4"
1"
2"
3"
1"
3"
1"1"
1"1"
3"
3"3"
3"
3"
4"
4"
4"
4"4"
4"
4"
2"
2"
2"
2"
2"
2"
2"
2"
1"
1"
1"
1"1"
1"1"
1"
1"
2"
3"
2"4"
2"
3"
2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"6'-0"4'-10"4'
-5"5'-7"4'-2"1'-5"4'-2"4'-2"6'-0"6'-2"6'-7"5 '-1 "3'-
4
"4'-2"6'-2"3'-4"6'-1"3'-2"4'-9"4'-4"3 '-2 "3'-2"3'-8"2'-8"4 '-7 "4'-8"2'-7"2'-10"3'-8"3 '-1 1 "2'-8"
4'-8"4'-5"4 '-2 "4'-3"2'-11"4 '-2 "4'
-0"3'-10"4'-2"2'
-0"3'-3"3 '-1 0 "4
'-
2
"
5'-4"4'-10"4
'-
3
"4'-3"4'-8"4'
-3"4'-11"4
'-10
"3'-11"3 '-1 1 "D5
AE501
__________2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:53 PMAE402
ENLARGED
ELEVATIONSBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 1/2" = 1'-0"
A1 ENLARGED DIMENSION WALL S
SCALE: 1/2" = 1'-0"
A4 DIMENSION WALL E
SCALE: 1/2" = 1'-0"
C1 DIMENSION WALL W
SCALE: 3/8" = 1'-0"
C2 ENLARGED WOOD CEILING SOFFIT
C R O S S R U N N E R
M
AIN R
U
N
N
E
R
COMPRESSION
STRUT AT
EVERY
12'-0" O.C.
EACH WAY
#12
HANGER
WIRE
STEEL
STUD
COMPRESSION
POST
45° MAX
45° MAX
45° MAX
45° MAX
5/8" GYPSUM BOARD
1 1/2" RUNNER CHANNELS
OAK WOOD PANELS
(VARYING 1" - 4"
DEPTHS)
1/2" REVEAL
12"
SYRUCTURAL BEAM,
SEE STRUCTURAL
PARTITION SUPPORT
4' - 6"
ACOUSTIC
CEILING TILE
PAINTED
GYPSUM
BATT
INSULATION
OPERABLE PARTITION
OVERHEA TRACK & SUPPORT,
BY PARTITION SUPPLIER
3'-8" WIDE, 3" THICK, 9'-6" TALL
OPERABLE PARTITION,
PAIR HINGED
TAPED
JOINT
5/8" GYP. BD.
WIRE
TIE OR
CLIP
HANGER
WIRE
1 1/2" RUNNER
CHANNELS
M A I N R U N N E R S VERTICAL WIRES
10 GA. @ 2 O.C.
C
R
O
S
S R
U
N
N
E
R
S
8" MAX
WALL LINE
6 '-0 " M A X
P E R IM E T E R
1 2 '-0 " T Y P IC A L12'-0" TYPICALNOTE:
1. A CEILING AREA OF 144 SQ. FT.
OR LESS SURROUNDED BY
WALLS THAT CONNECT
DIRECTLY TO THE STRUCTURE
ABOVE SHALL BE EXEMPT
FROM LATERAL LOAD DESIGN
REQUIREMENTS OF THESE
STANDARDS.
2. IN EACH ORTHOGONAL
DIRECTION, ONE END OF THE
CEILING GRID SHALL BE
ATTACHED WITH AN ICC
EVALUATED & APPROVED
SEISMIC CLIP SYSTEM AND
0.75" OF CLEARANCE TO
ALLOW FREE HORIZONTAL
MOVEMENT
3. LATERAL CEILING BRACING IS
REQUIRED @ 12'-0" O.C.IN
BOTH DIRECTIONS FOR ALL
CEILINGS GREATER THAN
1,000 SF.
4. CEILING AREAS OVER 2,500 SF
MUST HAVE SIESMIC
SEPARATION JOINTS
5. LIGHT FIXTURES, MECHANICAL
EQUIPMENT, ETC. MUST BE
SUPPORTED INDEPENDENT
OF THE CEILING SUPPORT/
BRACKETING SYSTEM.
SEISMIC
JOINT CLIP
C R O S S R U N N E R
M
AIN R
U
N
N
E
R
2' - 0"
1' - 0"1' - 0"2' - 0"LAY-IN
ACOUSTICAL
CEILING TILE
SPRINKLER
HEAD
SPEAKER
LAY-IN ACOUSTICAL
CEILING TILE
EQEQEQ EQ
LIGHT
FIXTURE
LAY-IN ACOUSTICAL
CEILING TILE
EQEQEQ EQ
5/8" GYPSUM
BOARD
BRACING AS
REQUIRED
6" METAL
STUDS
METAL
CORNER
BEAD (TYP.)
LAY-IN
ACOUSTICAL
CEILING TILE
2"FINISH TO
STRUCTURE
ABOVE
5/8" GYPSUM
BOARD. SEE RCP
FOR HEIGHT
BRACING AS
REQUIRED
6" METAL STUDS
METAL CORNER
BEAD (TYP.)
LAY-IN ACOUSTICAL
CEILING TILE,
SEE RCP FOR
CEILING HEIGHTMIN.4"5/8" GYPSUM
BOARD
METAL
STUDS
BRACING AS
REQUIRED
METAL CORNER
BEAD (TYP.)
BOTTOM OF
STRUCTURE
5/8" GYPSUM
BOARD
BRACING AS
REQUIRED
METAL
STUDS
METAL
CORNER
BEAD (TYP)
LAY-IN
ACOUSTICAL
CEILING TILE
SUSPENDED
CEILING
SYSTEMMIN.4"5/8" GYPSUM
BOARD
METAL
STUDS
BRACING AS
REQUIRED
METAL
CORNER
BEAD (TYP)VARIESSUSPENDED
CEILING
SYSTEM
5/8" GYPSUM
BOARD
SUSPENDED
CEILING
SYSTEM
11
E
2.09 PAINT
09.01
05.0606.04
05.05
05.14
08.09
05.02 ABOVE
2.09
F
1'-0"
09.01
05.06
09.01
ALIGN
2.09
SCHEDULED
FLOOR TILE
SOLID GROUT
SCHEDULED CARPET
SCHLUTER SCHIENE
METAL TRANSITION IN
ALUMINUM
SUBFLOOR - FLOAT AS
NECESSARY TO ALIGN
OAK WOOD PANELS
(VARYING 1" -4"DEPTHS)
1/2" OAK WOOD TRIM @
REVEALS & BASE
Z CLIPS
140' - 0"
T.O. WALL
12'-0" A.F.F.
138' - 0"
B.O. CLG
10'-0" A.F.F.
09.01
05.06
09.02
05.06
09.162"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:13:55 PMAE501
PLAN AND
CEILING
DETAILSBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
2.09 EXISTING WALL
05.02 STRUCTURAL BEAM
05.05 2 1/2" METAL STUD
05.06 3 5/8" 20 GAUGE METAL STUD
05.14 STEEL COLUMN FOR OVERHEAD DOOR
06.04 WOOD BLOCKING
08.09 OVERHEAD GRILLE TRACK
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.02 SCHEDULED CEILING, SEE REFLECTED
CEILING PLANS
09.16 CEILING HANGER WIRE
SCALE: 1 1/2" = 1'-0"
C1 OPERABLE DOOR TRACK DETAIL
SCALE: 3" = 1'-0"
B5 GYP. BD. DETAIL
SCALE: 3" = 1'-0"
A5 SEISMIC BRACING DETAIL
SCALE: 3" = 1'-0"
A4 SEISMIC BRACING DETAIL
SCALE: 3" = 1'-0"
A3 SEISMIC BRACING DETAIL
SCALE: 1 1/2" = 1'-0"
A1 SPRINKLER HEAD PLACEMENT
SCALE: 1 1/2" = 1'-0"
A2
TYP LAYOUT OF FIXTURES
AT ACOUSTICAL CEILING
SCALE: 1 1/2" = 1'-0"
B6 SOFFIT DETAIL
SCALE: 1 1/2" = 1'-0"
B2 CEILING TRANSITION 01
SCALE: 1 1/2" = 1'-0"
B1 CEILING CORNER DETAIL
SCALE: 1 1/2" = 1'-0"
B3 CEILING TRANSITION 02
SCALE: 1 1/2" = 1'-0"
B4 CEILING TRANSITION 03
SCALE: 1 1/2" = 1'-0"
C3 OVERHEAD GRILLE TRACK DETAIL
SCALE: 1 1/2" = 1'-0"
C4 DOOR JAMB DETAIL
SCALE: 1" = 1'-0"
D3 CARPET TO TILE
SCALE: 1 1/2" = 1'-0"
C5 WOOD PANEL DETAILS
SCALE: 3/4" = 1'-0"
D4 CEILING DETAIL
SCALE: 1" = 1'-0"
D5 WOOD CEILING DETAIL
7'-2"G-1T2"7' - 0"2"2' - 0"2"3' - 0"2"
5' - 6"
B2
AE601
__________
B1
AE601
__________
G-1T G-1T
2"3' - 0"2"EQ 2"EQ 2"7' - 0"2"7' - 2"11'-11 1/2"
B3
AE601
__________
C3
AE601
__________
D2
AE601
__________
G-1T
G-1TG-1T
7' - 0"2"2' - 8"2"2"3' - 0"2"4' - 10"2"10' - 0"1/4" TEMPERED GLASS
GLAZING TYPE
G1-T
GLAZING SCHEDULE
G1
4"4"4 7/8"
HOLD STUD 1" AWAY
FROM STRUCTURE
EXTEND GYPBOARD
TO STRUCTURE @
SOUND WALL
SCHEDULED CEILING
SCHEDULED BASE
ACOUSTICAL
SEALANT
TOP METAL DEFLECTOR TRACK,
ANCHOR TO STRUCTURE
BRACE WALLS AS REQUIRED
EXTEND GYPBOARD TO
STRUCTURE AT SOUND WALL
SCHEDULED CEILING
5/8" GYPSUM BOARD
3 5/8" METAL STUDS
CONTINUOUS METAL RUNNER,
ANCHOR TO STRUCTURE
SCHEDULED BASE
ACOUSTICAL SEALANT
FINISH FLOOR LINE
P3
P3S W/ SOUND INSULATION
BATT INSULATION
AT SOUND WALL
DO NOT SCREW
TO TOP TRACK
4"SCHEDULED
CEILING
5/8" GYPSUM
BOARD
3 5/8" METAL
STUDS
CONTINUOUS
METAL RUNNER,
ANCHOR TO
STRUCTURE
SCHEDULED
BASE
FINISH
FLOOR LINEF3
F3S W/ SOUND INSULATION
MIN
1/2"4 1/4"
BATT INSULATION
@ SOUND WALL
TOP METAL TRACK,
ANCHOR EVERY
THIRD STUD TO
STRUCTURE W/ 22
GAUGE BRACKET
MATCH EXISTING W/ SOUND INSUL.
WIDTH MAY VARYP3S-E
NOTE: WALLS TO EXTEND TO DECK ABOVE UNLESS NOTED OTHERWISE 7' - 0"2"7' - 2"G-1T
2"3' - 0"2"4' - 9"2"
8'-3"
2"4' - 10"2"3' - 0"2"10' - 0"G-1T
G-1TG-1T
G-1T
2"6' - 10"2"2' - 8"2"LINE OF CEILING
@ TRANSOM
CONDITION
ROOM SIDE CORRIDOR SIDE
PARTITION,
SEE PLANS FOR TYPE
HOLLOW
METAL FRAME
STRAPS, ATTACH TO
FRAMING WITH #8 PAN
HEAD S.M.S.(TYP.)
HEADER,
SEE SCHEDULE
1/8 1/2
1/2"2"1"5/8"SCHEDULED
DOOR TYPE
HOLLOW METAL FRAME,
STRAPS ATTACH TO
FRAMING W/ #8 PAN
HEAD S.M.S TYPICAL
SCHEDULED
DOOR TYPE
PARTITION,
SEE PLANS FOR TYPE
DOUBLE 18 GAUGE
STUDS AT JAMB,
EXTEND TO UNDERSIDE
OF STRUCTURE ABOVE
NOTE: ONLY AT ROOMS 225, 226, AND 227
ALUMINUM BREAK METAL
TO MATCH STOREFRONT
ALUMINUM STOREFRONT
WALL SYSTEM
1 1/2"
1/2"
1 1/2"
ALIGN ALIGN
JAMB STUD
OPEN SIDE OUT
@ GLAZED FRAME
GLAZING,
SEE SCHEDULE
5/8"GYPSUM
BOARD
7/8"
1/2"
SCH'D PARTITION SCH'D PARTITION
1/2"
1 1/2"
JAMB STUD
OPEN SIDE OUT
@ GLAZED FRAME
JAMB REFER TO JAMB
SCHEDULE 3/A8.01
1/2"
BACKER ROD &
SEALANT
SINGLE GLAZING
SYSTEM
STRAPS ATTACH TO
FRAMING W/ #8 PAN
HEAD S.M.S TYPICAL
1/21/8
SCHEDULED DOOR
HOLLOW METAL FRAME
PARTITION,
SEE PLANS FOR TYPE
LINE OF WALL
WHERE OCCURS (TYP.)3"1/4" SHIM W/ BACKER
ROD & SEALANT
ABOVE GASKETED
HEAD RECEPTOR
CHANNEL
SINGLE GLAZING
SYSTEMBACKER ROD &
SEALANT
FIRE RATED 2x WOOD
BLOCKING; ANCHOR TO
BOTTOM TRACK (FLUSH UP
W/ SHEATHING)
SCHEDULED CEILING,
SEE REFLECTED
CEILING PLAN
PARTITION,
SEE PLANS
FOR TYPE
DE
2"4'-2"2"3'-0"2"
7'-8"
G-1T 7'-0"2"7'-2"2"1"0"54321
54321
DCBADATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:40:55 PMAE601
DOOR
SCHEDULE,
TYPES,
AND
DETAILSBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
Door Schedule
Level Mark Width Height
Panel:
Thickness
Panel:
Type
Panel:
Type 2nd
Leaf
Panel:
Finish
Frame:
Type
Frame:
Finish
Door: Fire
Rating Minutes Hardware Comments
LEVEL 2 201 3' - 0" 7' - 0" 1 3/4" P30 Aluminum AL3 Aluminum 0 A1 CARD READER
LEVEL 2 201A 28' - 0" 17' - 0" 1 3/4" P65 Steel F65 HM 0 01
LEVEL 2 202 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 203 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 204 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 05
LEVEL 2 205 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 206 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 207 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 208 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 209 3' - 0" 7' - 0" 1 3/4" P20 Oak F00 HM 0 05
LEVEL 2 210 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 XTG FRAME, NEW
DOOR & HARD WARE
LEVEL 2 211 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 XTG FRAME, NEW
DOOR & HARD WARE
LEVEL 2 212 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 213 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 02 CARD READER
LEVEL 2 214 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05 XTG FRAME, NEW
DOOR & HARD WARE
LEVEL 2 216 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 217 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 218 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04
LEVEL 2 219 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04
LEVEL 2 220 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 221 3' - 0" 7' - 0" 1 3/4" P20 Oak F00 HM 0 05
LEVEL 2 222 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 03 CARD READER
LEVEL 2 223 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04
LEVEL 2 224 3' - 6" 7' - 0" 1 3/4" P00 Oak F00 HM 0 08
LEVEL 2 224A 3' - 0" 7' - 0" 1 3/4" P00 Oak AL1 Aluminum 0 09
LEVEL 2 224B 6' - 0" 7' - 0" 1 3/4" P00 P00 Oak F00 HM 0 06
LEVEL 2 224C 3' - 0" 7' - 0" 1 3/4" P00 Oak F00 HM 0 03 CARD READER
LEVEL 2 225 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04
LEVEL 2 226 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04
LEVEL 2 227 3' - 0" 7' - 0" 1 3/4" P00 Oak AL2 Aluminum 0 04
LEVEL 2 229 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 2 230 3' - 0" 7' - 0" 1 3/4" P20 Oak F21 HM 0 05
LEVEL 3 301 3' - 6" 7' - 0" 1 3/4" P00 Oak F00 HM 0 07
SCALE:1/4" = 1'-0"A3
HOLLOW METAL
INTERIOR DOOR FRAMES
F00 F21
SCALE: 1/4" = 1'-0"
A5 DOOR PANELS
P00
WOOD OR METAL
SCALE: 1/4" = 1'-0"
A4 ALUMINUM STOREFRONT
AL4
P30
ALUMINUM
FINISH LEGEND
CODE PRODUCT TYPE MANUFACTURER STYLE COLOR SPECIFICATIONS NOTES
BASE
B1 RUBBER BASE ROPPE STANDARD LUNAR DUST 114 4" STANDARD WITH TOE GENERAL BASE
B2 PORCELAIN BASE DALTILE PORTFOLIO ASH GREY FF05 BULLNOSE BASE, P-43C9, 3"X12"ENTRY
CEILING
C1 ACOUSTIC CEILNG
TILE
ARMSTRONG OPTIMA WHITE 2'X2', BEVELED TEGULAR, FINE TEXTURE, SUPRAFINE XL GRID IN
WHITE, 9/16"
GENERAL CEILING TILE
FLOOR
F1 CARPET TILE INTERFACE REINCARNATION REDO GREIGE 50CM X 50CM, INSTALL: BRICK, USE ALUMINUM SCHLUTER
SCHIENE FOR TRANSITIONS
GENERAL FLOORING,* PROVIDED BY
OWNER
F2 PORCELAIN TILE DALTILE PORTFOLIO ASH GREY FF05 6"X24" PLANK, INSTALL: 33% RUNNING BOND, GROUT: MAPEI
STANDARD COLOR, TO BE SELECTED BY ARCHITECT.
ENTRY
MILLWORK
M1 LAMINATE FORMICA - GRAPHITE 837-58 MATTE GENERAL CABINETTRY
M2 QUARTZ
COUNTERTOP
CAESARSTONE - QUARTZ REFLECTIONS 7141 3CM, EASED EDGE GENERAL COUNTERTOPS
M4 CABINET HARDWARE
PULL
HAFELE 116.07.628 BRUSHED NICKEL 4"ALL CABINETS
M5 WOOD VENEER
PANELS
TBD DIMENSIONAL RED OAK, CLEAR COAT MATCH TO ARCHITECTS SAMPLE/EXISTING. SEE DETAILS WALL PANELS
PAINT
P2 PAINT SHERWIN WILLIAMS SW7565 OYSTER BAR EGSHELL AT WALL GENERAL WALL PAINT
P3 PAINT SHERWIN WILLIAMS SW7605 GALE FORCE EGSHELL AT WALLS ACCENT PAINT
P5 PAINT SHERWIN WILLIAMS SW7669 SUMMIT GRAY FLAT ON CEILINGS, EGSHEL ON WALLS START AT 19'-7" TO DECK, ON ALL
WALLS IN OPEN OFFICE
SPECIALTY
FP1 FOLDING PARTITION
FINISH
HUFCOR CAIRN GREY 44-305 BASIS OF DESIGN- TO BE CHOSEN FROM STANDARD LINE TRAINING ROOM
L1 LIGHTING AXIS LIGHTING SOFTZONE RED OAK CUSTOM PAINT COLOR TO MATCH RED OAK FOR FRAME CEILING LIGHT FINISH
W1 WINDOW FILM 3M FASARA
CRYSTAL
FROST/MAT SH2MACRX2, 50"X94"CONF. ROOMS
WALL
M3 FELT PANELS FILZFELT 3MM
WALLCOVERING
ASCHE 170 3MM, DIRECT GLUE SM. CONFERENCE WALL ACCENT
SCALE:1 1/2" = 1'-0"A1 WALL TYPES
AL1 AL5
P20
WOOD
W/ HALF GLASS
SCALE:3" = 1'-0"B1 INTERIOR HM DOOR HEAD
SCALE: 3" = 1'-0"
B2 INTERIOR HM DOOR JAMB
SCALE: 3" = 1'-0"
A2 ALU. JAMB DETAIL
SCALE: 3" = 1'-0"
C2 STOREFRONT JAMB
SCALE: 3" = 1'-0"
C3 STOREFRONT JAMB
SCALE: 3" = 1'-0"
B3 STOREFRONT SILL
SCALE: 3" = 1'-0"
C1 DUAL EGRESS DOOR JAMB
SCALE: 3" = 1'-0"
D2 STOREFRONT HEAD
P65
MOTORIZED OVERHEAD GRILLE
AL2 AL3
1 4.30.20 ADDENDUM 1
2' - 10"1' - 8"2' - 6"102
2'-0"
254
2'-0"
301
1'-0"
326
1'-0"
M1 M1
M1 M1
2' - 6"1' - 6"
06.06
M2
11.03
09.01
09.10
08.0308.03
P2
B1
06.09
M4 1' - 3"1' - 3"1' - 8"2' - 10"2' - 0"
326
1'-0"
102
2'-0"
M1
M1
06.06
M2
09.01
P2
08.03
09.01
P3
09.10
B1
09.01
P5
OPEN TO
BEYOND
08.0305.11
05.16 19' - 6"06.09
M4
06.07
06.08
M5
M5
08.1008.03
AL4
09.14
L1
4' - 0"18' - 0"09.01
P5
AE402
C1
09.01
P2
08.01
06.07
M5
08.03
C5
AE501
__________
05.13
05.13
05.16
05.11AL2
09.10
B1
AE402
A1
D5
AE501
__________
09.1809.18 09.18
4'-4"08.01
06.07
06.08
M5
M5
AL1
C5
AE501
__________
12.04
AE402
A4
D1
AE701
__________3'-6"06.05
06.03
M2
M2
4 1/2"
8'-0"
26.03
1' - 8"M1
1
5
0
°35°M5
05.17
D1
AE701
__________3'-6"9 1/2"
3'-0"06.05
06.03
M1
M2
2'-10"09.01
P2
06.06
M1
M2
1' - 6"2' - 6"2' - 6"
254
2'-0"
102
2'-0"
102
2'-0"
M1M1
301
1'-0"
302
1'-0"
302
1'-0"
M1 M1 M1
1' - 8"2' - 6"11.01
22.07
11.04
11.05
06.09
M4
09.01
08.03
09.10
06.06
P2
B1 4"2' - 10"2' - 6"1' - 6"
2' MIN. CLEAR
102
2'-0"
M1
M2
11.02
06.09
M4
09.13
09.10
B1
M3
LAMINATE
6" STUD WALL CHASE
LAMINATE FACE
POWER/DATA
GROMMET
3/4" PLYWOOD 3/4" PLYWOOD
QUARTZ
COUNTERTOP,
MITER EDGES
GENERAL NOTES
1. SEE FINISH LEGEND AE601 FOR ALL FINISHES
2. CONTRACTOR TO PROVIDE BACKING AT ALL
MILLWORK LOCATIONS
3. ALL CABINETS AND INTERIOR SHELVES TO BE
WHITE MELAMINE.
4. PROVIDE FILLER CABINETS WHERE THEY MEET
WALLS.
5. IN AREAS WHERE NO WALL FINISH IS DEFINED,
REFER TO INTERIOR ELEVATIONS AND
ENLARGED PLANS. WHERE NO FINISH IS
DEFINED MATCH TO ADJACENT WALL OR
FLOOR.2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:14:03 PMAE701
ELEVATIONSBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 1/4" = 1'-0"
C2 COPY AREA CORRIDOR W
SCALE: 1/4" = 1'-0"
C3 OPEN AREA COPY W
SCALE: 1/4" = 1'-0"
A4 OPEN AREA E
SCALE: 1/4" = 1'-0"
A2 OPEN AREA S
SCALE: 1/4" = 1'-0"
A1 RECEPTION W
SCALE: 1/4" = 1'-0"
B1 RECEPTION FRONT
SCALE: 1/4" = 1'-0"
B2 RECEPTION SIDE
SCALE: 1/4" = 1'-0"
B3 BREAK SPACE E
SCALE: 1/4" = 1'-0"
C1 HOSTING COUNTER E
05.11 CONCRETE FILLED METAL STAIR
05.13 2" DIA ALUMINUM HANDRAIL
05.16 2" DIA, ALUMINUM HANDRAIL W/ GLASS
PANEL
05.17 1/4" ALUMINUM REVEAL
06.03 CABINETS
06.05 COUNTERTOP
06.06 COUNTERTOP WITH 4" BACKSPLASH
06.07 DIMENSIONAL WOOD VENEER PANEL
06.08 FLAT WOOD VENEER PANEL
06.09 CABINET HARDWARE
08.01 ALUMINUM STOREFRONT WALL SYSTEM
08.03 NEW DOOR, RE. DOOR SCHEDULE
08.10 MOTORIZED OVERHEAD GRILLE
09.01 5/8" TYPE 'X' GYPSUM BOARD
09.10 WALL BASE
09.13 ACOUSTIC FELT PANEL
09.14 SOFTZONE TM. ARCHITECTURAL
ACOUSTIC LIGHTING SYSTEM, 4' SIDES
EQUILATERAL TRIANGLE, INSTALLATION
SEE MANUFACTURE INSTRUCTION
09.18 WINDOW FILM
11.01 OWNER PROVIDED REFRIGERATOR
11.02 OWNER PROVIDED UNDERCOUNTER
REFRIGERATOR
11.03 OWNER PROVIDED COPY/PRINT/SCAN
11.04 OWNER PROVIDED MICROWAVE
11.05 GARBAGE DISPOSAL
12.04 STAND OFF ALUMINUM SIGNAGE, BY
OWNER
22.07 SINK
26.03 PROVIDE POWER/DATA AT CENTER OF
COUNTERTOP, CLOSABLE GROMMET
SCALE: 1/4" = 1'-0"
D2 TYPICAL WALL- CONF. ROOMS
SCALE: 1/2" = 1'-0"
D1 DESK SECTION
1 4.30.20 ADDENDUM 1
UP
J
J
special 60"
special 60"
special 60"
Cut around
column
special 60"
special 60"
special 60"
special 60"
special 60"
08.08
OFFICE
202
OFFICE
203
ENTRY
201
OFFICE
230
OFFICE
229
TRAINING
224
SMALL
CONF.
227
SMALL
CONF.
226
SMALL
CONF.
225
PHOTO
204
STORAGE
224B
SMALL
CONF.
223
SMALL
CONF.
219
HOSTING
221
OFFICE
217
OFFICE
216
OFFICE
214
OPEN
OFFICE
213
OFFICE
212
OFFICE
211
OFFICE
210
OFFICE
209
OFFICE
208
OFFICE
207
OFFICE
206
OFFICE
205
STAIR
S001
OPEN
OFFICE
201A
SMALL
CONF.
218
CORRIDOR
222
OFFICE
220
60/6660/66
60/66
60/66
60/6660/66
X BXB
AHLAHL
AHLAHLAHLAHLA H L
AHLX BXBX BXB
24/4224/4260/4260/42
24/60-FP-CL32
24/60-FP-CL24/60-FP-CL24/60-FP-CL24/60-FP-CL24/60-FP-CL24/60-FP-CL36
24/60-FP-CL24/60-FP-CL36
24/60-FP-CL24/60-FP-CL30/6026/5236
32
24/60-FP-CL42
24/60-FP-CL24/60-FP-CL24/60-FP-CL32
24/60-FP-CL36
36
LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18 LSL/18LSL/18
LSL/18LSL/18LSL/18LSL/18LSL/18 LSL/18LSL/18 LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18LSL/18 LSL/18LSL/18
LSL/18LSL/18
LSL/18LSL/18
LSL/18LSL/18 LSL/18LSL/18LSL/18LSL/18 LSL/18 CFE-D-CCFE-D-CCFE-D-CCFE-D-CCFE-D-CCFE-D-CCFE-D-CCFE-D-CLF/2/30LF/2/30LF/2/30LF/2/30 LF/2/30 LF/2/30
LF/2/30LF/2/30LF/2/30LF/2/30LF/2/30
LF/2/30LF/2/30LF/5/42LF/5/42LF/5/42LF/5/42LF/5/42LF/2/30LF/2/30LF/2/30CW
BBF/15
BBF/15 CWBBF/15CWBBF/15BBF/15
CW
CWBBF/15BBF/15
CW
BBF/15BBF/15
CW
BBF/15
PF
BBF/15
BBF/15
PF
BBF/15BBF/15CWCW
BBF/15
BBF/15BBF/15
CW
BBF/15
BBF/15 CWBBF/15CWBBF/15CWBBF/15CW
BBF/15
BBF/15CWBBF/15CWBBF/15BBF/15CWBBF/15CWBBF/15CWBBF/15CWBBF/15MOVESERIES1SERIES1AMIAMOVEJENNYPLAYERAMIACG_1JENNYMOVEMOVEAMIA
SERIES1
MOVEAMIAPLAYERPLAYERMOVECG_1AMI
AAMIAMOVESERIES1
PLAYERSERIES1PLAYERSERIES1
AMIAPLAYER
AMIASERIES1SERIES1
PLAYERAMIAMOVEPLAYERJENNYMOVESERIES1PLAYERA M I A
SERIES1MOVEPLAYERA M I A
MOVEPLAYERMOVEPLAYERMOVEMOVEMOVEM
O
V
E
M OV EPLAYER
AMIAMOVEAMIAMOVEMOVEMOVEA M I A
SERIES1
S E R IE S 1
MOVEMOVEJ
E
N
N
Y
MOVESERIES1PLAYERPLAYER
J
E
N
N
Y
SERIES1MOVEMOVEAMIA MOVEA
MIA
MOVESERIES1PLAYERJENNYMOVEPLAYERSERIES1
PLAYERMOVEPLAYERSERIES1AMIAAMIASERIES1MOVEMOVEAMIAMILLBRAEMOVEMOVEJENNYMOVEJ
E
N
N
Y
MILLBRAEMOVEMOVEMOVEMOVESERIES1
M OV E
AMIA
P L A Y E R PLAYERMOVESERIES1
JENNYSERIES1MOVEMOVEAMI
AJENNYS
E
RIE
S
1
MOVEPLAYERMOVEM
O
VE JENNYMOVEAMIAMOVEMOVESERIES1MOVEJENNYPLAYERPLAYERPLAYER
MOVESERIES1A
MIA SERIES1PLAYERMOVEMOVEMOVE
SERIES1
SERIES1
PLAYERMOVEAMIA MOVESERIES1
AMIAPLAYERM
O
V
E
MOVEPLAYERPLAYERAMIAPLAYERPLAYERAMIAPLAYERPLAYERAMIAMOVEMOVE24/6024/7224/662
4
/4
8
/4
8
/2
4
24/48
24/7224/48/48/2424/48
24/48/48/2424/4824/48
24/60
24/48/48/2430/6624/60 30/4824/4824/48/48/2424/48/48/2424/4824/6624/6024/6024/48/48/2424/60
24/6024/6624/48
24/60 24/4824/6024/60
24/6024/6024/48
24/7224/4824/6624/48/48/2430/482
4
/4
8/4
8/2
4
24/60
24/48 24/48
24/6024/60 24/7224/7230/4830/4824/6624/60
2
4
/4
8/4
8/2
4 30/4830/4830/2424/48/48/2430/4824/48
24/6024/6024/6630/4824/6024/6624/6030/4824/48
2
4/4
8/4
8/2
4
24/60 24/48/48/2424/4830/4824/60
24/6024/60 30/662
4
/6
6
24/6024/4830/242
4/6
6
24/6024/7224/48/48/2424/6024/48/48/2424/6024/7224/48/48/24WCWCOH/60/16 OH/24/16TB/48WCOH/48/16OH/60/16OH/48/16OH/48/16TB/48WCTB/48OH/60/16 WCTB/48WCWCWC TB/48WCWC
OH/60/16OH/48/16
OH/48/16OH/48/16TB/48OH/48/16
WCOH/48/16OH/48/16TB/48 WCTB/48OH/48/16TB/48TB/48
TB/48WCTB/48TB/24OH/48/16WC
OH/60/16 OH/48/16OH/48/16OH/48/16TB/48WCTB/48WCTB/48WCOH/48/16OH/60/16
WC
OH/48/16OH/60/16 OH/48/16TB/48OH/48/16WC WCTB/48TB/48 TB/48WCWC
TB/48
OH/60/16
TB/48
WC
OH/48/16
TB/48TB/48OH/48/16
WCOH/48/16WCOH/48/16
TB/48WCTB/48
OH/48/16OH/48/16OH/48/16
WCOH/48/16WCOH/60/16OH/48/16OH/60/16TB/48TB/48OH/48/16OH/48/16OH/48/16
TB/48TB/48
OH/48/16OH/48/16OH/48/16
EP/24PS/30
COL
FMB
PS/30
COL
FMB
CSCS
CSCANT CANT
PS/30COLFMBCSCS
CSCANT CANT
CSCSCS CANTCANTCANTEP/24SSSSCANT
CSCSCSCOLSS
CANT
EP/30
EP/30CANTCANT
CSCSCSCS
CSCSCANTEP/24PS/30COLFMBEP/24FMBCS
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FG/30-RFG/48-R
FG/30-RFG/60-RFG/48-R
FG/30-RFG/30-RFG/30-R32 4 5 6 7 8 9 10 11 12
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B
C
D
E
F
G
ALIGN
ALIGN
AE6015
AE6017
AE701
D2
AE601
82"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:14:04 PMAF101
FURNITURE
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 3/16" = 1'-0"
A1 LEVEL 2 FURNITURE PLAN - FOR REFERENCE ONLY
UP
OFFICE
F1 P2B1
202
OFFICE
F1 P2B1
203
ENTRY
F2 P2B2
201
OFFICE
F1 P2B1
230
OFFICE
F1 P2B1
229
TRAINING
F1 P2B1
224
SMALL
CONF.
F1 P2B1
227
SMALL
CONF.
F1 P2B1
226SMALL
CONF.
F1 P2B1
225
PHOTO
F1 P2B1
204
STORAGE
F1 P2B1
224B
SMALL
CONF.
F1 P2B1
223
SMALL
CONF.
F1 P2B1
219
HOSTING
F1 P2B1
221
OFFICE
F1 P2B1
217
OFFICE
F1 P2B1
216
OFFICE
F1 P2B1
214
OPEN
OFFICE
F1 P2B1
213
OFFICE
F1 P2B1
212
OFFICE
F1 P2B1
211
F1 P2B1
210
OFFICE
OFFICE
F1 P2B1
209
OFFICE
F1 P2B1
208
OFFICE
F1 P2B1
207
OFFICE
F1 P2B1
206
OFFICE
F1 P2B1
205
08.08
CORRIDOR
F1 P1B1
222
M5
M5
M5
M3
M3
M3
M3
M3M3
P3
OFFICE
WORKSTATIONS
201B
SMALL
CONF.
F1 P2B1
218
F1 P2B1
220
OFFICE
Floor Finish Legend
F1
F2
Calculating...
D3
AE501
__________
D3
AE501
__________
D3
AE501
__________D3
AE501
__________D3
AE501
__________
TYP.
INSTALL DIRECTION2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 2:14:07 PMAF102
FINISH
PLANBYUI MANWARING REMODELCAREER ADVISING TIPERMIT SET - MAY 13, 2020BYU IDAHO MANWARING CENTER19185
SCALE: 3/16" = 1'-0"
A1 ENLARGED LEVEL 2 FINISH PLAN
08.08 MANUAL FOLDING PARTITION
STRUCTURAL GENERAL NOTES
BASIS OF DESIGN
1.GOVERNING BUILDING CODE...............................................2018 IBC
2.OCCUPANCY CATEGORY.......................................................III
3.LOAD COMBINATIONS:
ASD -GRAVITY AND LATERAL.......................................1605.3.1
4.GRAVITY DESIGN:
DEAD LOAD
ROOF................................................................................NA
FLOOR..............................................................................80 PSF
PARTITIONS.....................................................................20 PSF
LIVE LOAD (UNIFORMLY DISTRIBUTED LOADS)
ROOMS..............................................................................100 PSF
LIVE LOAD (CONCENTRATED LOADS)
ALL AREAS.........................................................................2000 LBS
ROOF LIVE LOAD
(NOT CONCURRENT WITH ROOF SNOW LOAD)............NA
ROOF SNOW LOAD
GROUND SNOW LOAD...................................................NA
FLAT ROOF SNOW LOAD...............................................NA
Is........................................................................................NA
Ce......................................................................................NA
Ct.......................................................................................NA
DRIFTING PER ASCE 7
5.LATERAL DESIGN:
WIND DESIGN PER ASCE 7-10
ULTIMATE DESIGN WIND SPEED..................................NA
SEISMIC DESIGN
SEISMIC DESIGN PROCEDURE.....................................NA
GENERAL
1.THE GENERAL CONTRACTOR SHALL:
A.BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL
SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF
WORK. NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN
WRITING PRIOR TO CONSTRUCTION FABRICATION.
B.VERIFY ALL DIMENSIONS AND ELEVATIONS. COORDINATE ALL DOORS, WINDOWS, NON-
BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS,
RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC.
C.FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND
STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER
THE DRAWINGS.
D.COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT
ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO
THE ARCHITECT AND STRUCTURAL ENGINEER.
E.BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR
ADJACENT PROPERTIES.
F.REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER.
G.COORDINATE AND VERIFY LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND/OR OTHER
EQUIPMENT OR DEVICES PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY SUPPORTING
STRUCTURE. SUCH LOADS SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT
OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE
PROVIDED BY EQUIPMENT INSTALLER.
H.COORDINATE AND VERIFY ROOF, FLOOR, AND WALL OPENINGS REQUIRED WITH
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR OTHER DRAWINGS PRIOR TO
CONSTRUCTION. REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON
THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW.
I.COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL
NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER.
2.CONTRACT DOCUMENTS:
A.REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES
OR THE DRAWINGS.
B.DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO
BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR
SHOWN OTHERWISE.
C.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS
SPECIFICALLY NOTED OTHERWISE.
D.INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT
KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED.
3.BUILDING CODE COMPLIANCE:
A.INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO
THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS. ASTM, IBC, AND
OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE.
4.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS:
A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF
ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE
DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO
PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION. THIS SHORING AND
BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL
FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS.
B.SHORING AND SUPPORTING FORM WORK FOR SUSPENDED CONCRETE OR MASONRY
MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL
MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT
AND ANY ADDITIONAL CONSTRUCTION, STORAGE, AND/OR OTHER LOADS TO WHICH THE MAY
BE SUBJECTED. IN NO CASE SHALL THEY BE REMOVED PRIOR TO 7 DAYS. RE-SHORING SHALL
BE IMMEDIATELY INSTALLED UPON REMOVAL OF SUCH FORMS AND SHALL REMAIN IN PLACE
UNTIL 28 DAYS AFTER PLACING OF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY
DESIGN STRENGTH, WHICHEVER IS LONGER. DO NOT REMOVE LARGE AREAS OF SHORING
BEFORE STARTING RE-SHORING PROCEDURES.
C.NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE
WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW.
D.BUILDING WALLS WHICH RETAIN EARTH MUST BE BRACED AT THE TOP. DO NOT BACKFILL
UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR OR ROOF SYSTEM IS IN
PLACE, TYPICAL, UNLESS NOTED OTHERWISE.
5.OMISSIONS AND/OR CONFLICTS:
A.OMISSIONS IN AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT
DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND
STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH ANY WORK
INVOLVED.
B.IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS
DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO
ADDITIONAL COST TO THE OWNER.
CONCRETE
1.CODES AND STANDARDS:
A.CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE
AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF:
I.ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".
II.ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS
MODIFIED BY THE IBC.
III.ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK".
2.MATERIALS:
A.CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT.
I.USE TYPE I OR II FOR EXPOSURE CLASS S0
II.USE TYPE I OR V FOR EXPOSURE CLASS S1
III.USE TYPE V FOR EXPOSURE CLASS S2 AND S3
B.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL
CONFORM TO ASTM C330.
C.WATER SHALL BE POTABLE.
D.AIR ENTRAINMENT SHALL CONFORM TO ASTM C260.
I.LIMIT AIR CONTENT TO 3% AT TROWEL FINISHED FLOOR SLABS OR FINISH PER ACI302.1R-96
"GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" WHERE AIR CONTENT IS >3%.
E.FLY ASH, CLASS F POZZOLAN SHALL CONFORM TO ASTM C618.
F.CALCIUM CHLORIDE SHALL NOT BE USED.
G.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A496.
H.HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108.
I.SILICA FUME (2% TO SUSPENDED PARKING SLABS) SHALL CONFORM TO ASTM C1240
3.MIX DESIGNS:
A.ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME.
B.LIMIT SLUMP TO 4" MAXIMUM PRIOR TO THE ADDITION OF PLASTICIZERS AND WATER REDUCING ADD
MIXTURES. CONCRETE SUPPLIER SHALL INDICATE FINAL SLUMP OF EACH CONCRETE MIX DESIGN.
C.CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING:
D. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENTITIOUS MATERIAL.
E. PEA GRAVEL AGGREGATE AND/OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN
REQUIRED TO PROPERLY FILL ALL VOIDS AND/OR FOR WORKABILITY. (CONTRACTORS OPTION).
4.CONSTRUCTION:
A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT.
B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT
OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS,
ETC. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE.
C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT
SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY
ROUGHENED TO A 1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR.
D. GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE.
E. OPENINGS IN FLOORS AND/OR WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL
SIDES OF THE OPENING EQUIVALENT TO THE BARS CUT BY THE OPENING WITH HALF ON EACH
SIDE OF THE OPENING OR 2-#5 BARS, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE.
BARS PARALLEL TO THE PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN.
BARS IN THE OTHER DIRECTION SHALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING
OR END WITH A STANDARD HOOK. ALSO PROVIDE 2-#5 X 4'-0" DIAGONAL BARS AT EACH
CORNER OF EACH OPENING.
F.NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER,
OR JAMB WITHOUT THE ARCHITECT?S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN
APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS.
G.ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH
COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS.
5. SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS:
A.LARGE AREAS OF SUSPENDED SLAB SHALL BE PLACED SUCH THAT THE MAXIMUM EXTENT OF
ANY INDIVIDUAL CASTING OF SUSPENDED SLAB SHALL NOT EXCEED 65 FEET IN EITHER
DIRECTION.
B.FORMS AND SCREEDS FOR SUSPENDED CONCRETE MEMBERS SHALL BE CAMBERED 1/4" PER
10 FEET OF SPAN TO COMPENSATE FOR DEAD LOAD DEFLECTIONS.
C.CONSTRUCTION JOINTS IN SUSPENDED SLABS AND/OR BEAMS SHALL OCCUR AT OR NEAR MID
SPAN, WITHIN THE MIDDLE THIRD. COORDINATE PLACEMENT WITH THE ARCHITECT AND
STRUCTURAL ENGINEER. SEE PLANS FOR REQUIRED POUR STRIPS.
D.BRIDGING IN CONCRETE JOISTS SHALL BE 6 INCHES NOMINAL WIDTH BY FULL DEPTH OF THE
JOIST. REINFORCE WITH 1#5 BY CONTINUOUS TOP AND BOTTOM.
REINFORCING STEEL
1.CODES AND STANDARDS:
A.REINFORCING STEEL SHALL COMPLY WITH:
I.CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE".
II.AMERICAN CONCRETE INSTITUTE "DETAILING MANUAL", ACI 315 (OR SP-66).
2.MATERIALS:
A.REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM
A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW.
I. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE
40 OR ASTM A706, GRADE 60, "LOW-ALLOY STEEL".
II. REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60,"LOW-ALLOY STEEL".
B.MASONRY JOINT REINFORCING SHALL CONFORM TO ASTM 951 AND SHALL BE MANUFACTURED
FROM WIRE WHICH CONFORMS TO ASTM A82.
C.MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED
STRENGTH OF THE BAR.
3.CONSTRUCTION:
A.REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315.
B.REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND
OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND.
C.REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC.
D.SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND/OR
AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL
BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN
MASONRY, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHALL BE 24 INCHES LONG.
DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT. TENSION SPICES
SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE. SPLICES
IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN
BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS.
E.BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE
FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE-
BEND A PREVIOUSLY BENT BAR.
F.REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR
TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE
COVER:
CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH................................................................3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER........................................................................2"
#5 AND SMALLER......................................................................1-1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABS AND WALLS, #11 AND SMALLER..................................3/4"
BEAMS AND COLUMNS, MAIN REINFORCING OR TIES.........1-1/2"
SLABS ON GRADE.....................................................................CENTER OF SLAB
G.REINFORCING STEEL IN MASONRY SHALL BE PLACED PRIOR TO GROUTING AND SHALL BE
PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTURAL DRAWINGS. IT SHALL
BE SECURED AGAINST DISPLACEMENT AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS OR
TEN FEET.
H.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX
ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS.
I.EPOXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED. INCREASE
LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI.
STRUCTURAL STEEL
1.CODES AND STANDARDS:
A.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH:
I.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS (AISC 360-16)", WITH "COMMENTARY".
II.AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-10)"
EXCLUDING SECTIONS 1.5.1,4.4,7.5.4, AND 7.13.3.
III.AMERICAN WELDING SOCIETY (AWS-D1.1) "STRUCTURAL WELDING CODE -STEEL",
EXCLUDING ITEMS CONFLICTING WITH AISC REQUIREMENTS.
2.MATERIALS:
A.STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER
STRUCTURAL STEEL SHAPES, PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A36.
RUSSIAN STEEL IS NOT PERMITTED.
B.HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, WITH A MINIMUM
YIELD STRENGTH Fy = 46 KSI.
C.STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, WITH A MINIMUM YIELD STRENGTH
Fy = 35 KSI.
D.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (A490). ANCHOR RODS SHALL HAVE
HEADED STUDS AND SHALL CONFORM TO ASTM F1554. ALL OTHER BOLTS SHALL CONFORM TO
ASTM A307 OR BETTER.
E.HEADED ANCHOR STUDS AND DEFORMED BAR ANCHORS SHALL CONFORM TO THE
MANUFACTURER'S SPECIFICATIONS.
F.ALL MEMBERS AND WELDS WHICH HAVE COMPLETE PENETRATION GROOVE WELDS SHALL
MEET THE CHARPY V-NOTCH TOUGHNESS IMPACT TEST OF 20 FOOT POUNDS AT 0 DEGREES
FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT.
3.CONSTRUCTION:
A.FABRICATION SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP.
B.CAMBER IN BEAMS SHALL BE AS INDICATED ON PLANS.
C.PROVIDE A SHOP COAT OF PAINT ON ALL STEEL ITEMS, EXCEPT AT AREAS OF WELDING
AND/OR BOLTING.
D.USE HIGH STRENGTH (8000 PSI MINIMUM AT 28 DAY), NON-SHRINK, LIQUID EPOXY GROUT
BENEATH ALL STEEL BASE PLATES AND BEARING PLATES. MIX GROUT WITH SAND OR PEA
GRAVEL AS RECOMMENDED BY THE MANUFACTURER. PLACE GROUT AS SOON AS STEEL
MEMBER HAS BEEN PROPERLY POSITIONED AND ALIGNED.
E.WHERE STRUCTURAL STEEL WIDE FLANGE, PIPE, OR HOLLOW STRUCTURAL SECTIONS ARE
EMBEDDED IN CONCRETE OR MASONRY AND REINFORCING BARS BUTT TO IT, DEFORMED BAR
ANCHORS OR REINFORCING BARS WITH THE SAME SIZE AND SPACING AS THE ADJACENT
REINFORCING BARS, 48 BAR DIAMETERS LONG, SHALL BE WELDED TO THE STRUCTURAL
STEEL. THE MANUFACTURER?S WELDING PROCEDURES SHALL BE ADHERED TO.
4.BOLTED CONNECTIONS:
A.STEEL TO STEEL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 (A490)HIGH
STRENGTH BOLTS AND NUTS, UNLESS NOTED OTHERWISE. BOLTS SHALL CARRY THE
IDENTIFYING MARK OF THREE (3) RADIAL LINES.
B.ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BOLTS AND NUTS CONFORMING TO
ASTM A307 UNLESS NOTED OTHERWISE.
C.BOLTS SHALL BE 3/4"(7/8")DIAMETER, TYPICAL, UNLESS NOTED OTHERWISE. STANDARD
SPACING SHALL BE 3" O.C. AND STANDARD EDGE DISTANCE SHALL BE 1.1/2", TYPICAL, UNLESS
NOTED OTHERWISE.
D.BOLT SHALL BE BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED UNLESS NOTED
OTHERWISE.
E.BOLTED CONNECTIONS SHALL BE TIGHTENED PER SLIP CRITICAL REQUIREMENTS AND SHALL
HAVE WASHERS AS REQUIRED BY AISC UNLESS NOTED OTHERWISE.
F.ENLARGING OF HOLES SHALL BE ACCOMPLISHED BY MEANS OF REAMING. DO NOT USE A
TORCH ON ANY BOLT HOLES.
5.WELDED CONNECTIONS:
A.WELDING AND GAS CUTTING SHALL BE DONE PER AWS.
B.WELDERS SHALL BE CURRENTLY CERTIFIED ACCORDING TO AWS. ALL WELDING PROCEDURES
SHALL BE PRE-QUALIFIED. WELDERS SHALL FOLLOW WELDING PROCEDURES.
C.WELDED CONNECTIONS SHALL BE MADE USING LOW HYDROGEN MATCHING FILLER MATERIAL
ELECTRODES, UNLESS NOTED OTHERWISE.
D.WELDS SHALL HAVE THE SLAG REMOVED.
E.FULL PENETRATION WELDS, SHOP OR FIELD, SHALL HAVE BACKER BARS REMOVED, BE BACK
GOUGED, AND REWELDED PER AWS TO HAVE FULL PENETRATION WELD.
COMPOSITE STEEL BEAMS
1.STUD SPACING AND PLACEMENT:
A.COMPOSITE STEEL BEAMS ARE INDICATED ON THE FRAMING PLANS WITH THE SUFFIX (##). THE
NUMBER INSIDE THE PARENTHESES INDICATES THE NUMBER OF STUDS FOR THE BEAM OR
SECTION OF BEAM. BEAMS OR SECTION OF BEAMS SHALL HAVE THE STUDS SPACED
UNIFORMLY OVER THE BEAM OR SECTION OF BEAM.
B.ALL HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A-108. DIMENSIONS SHALL COMPLY
WITH AISC. USE 3/4" DIAMETER STUDS. HEADED ANCHOR STUDS SHALL EXTEND 1 1/2"
MINIMUM ABOVE THE TOP OF THE STEEL DECK AFTER WELDING. HEADED ANCHOR STUDS
SHALL BE APPLIED THROUGH THE METAL DECK TO THE TOP FLANGE OF THE STEEL SECTION
OR WELDED DIRECTLY TO THE STEEL SECTION.
C.THE MINIMUM ON CENTER SPACING OF STUD CONNECTORS SHALL BE 6 DIAMETERS ALONG
THE LONGITUDINAL AXIS OF THE SUPPORTING COMPOSITE BEAM AND 4 DIAMETERS
TRANSVERSE TO THE LONGITUDINAL AXIS OF THE SUPPORTING COMPOSITE BEAM. THE
MAXIMUM SPACING SHALL NOT EXCEED 36" ON CENTER.
2. BEAM CAMBER:
A.COMPOSITE BEAMS SHALL BE CAMBERED AS INDICATED ON THE PLANS BY C=0.00", WHICH
DENOTES THE BEAM CAMBER DIMENSION (UPWARD) IN INCHES.
B.CAMBER TOLERANCE SHALL BE +1/4", -0".
C.CONCRETE TOPPING SLABS SHALL BE SCREEDED TO A CONSTANT THICKNESS.
STEEL JOISTS AND JOIST GIRDERS
1.PRODUCT:
A.OPEN WEB STEEL JOISTS, JOIST GIRDERS, AND ASSOCIATED HARDWARE SHALL BE DESIGNED,
FABRICATED, AND INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "STANDARD
SPECIFICATIONS OF THE STEEL JOIST INSTITUTE", AISC SPECIFICATIONS, AND SHALL HAVE
SPECIFIC PRODUCT APPROVAL OF THE STEEL JOIST INSTITUTE (SJI).
2.DESIGN:
A.THE STEEL JOIST/GIRDER MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND
FABRICATION OF ALL STEEL JOISTS, JOIST GIRDERS, AND THEIR ASSOCIATED HARDWARE.
B.ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED AND STAMPED BY A
PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE _____.
C.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING UPLIFT LOADS
IN ADDITION TO THE LOADS SHOWN IN THE BASIS OF DESIGN SECTION OF THESE GENERAL
NOTES:
ROOF NET UPLIFT LOAD
TYPICAL INTERIOR BAYS 10 PSF
TYPICAL EXTERIOR BAYS 15 PSF
TYPICAL CORNER BAYS 20 PSF
D.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT ALL POINT LOADS SPECIFICALLY
SHOWN ON THE DRAWINGS AND ALL MECHANICAL UNITS, SPECIAL EQUIPMENT, AND OTHER
SUSPENDED LOADS. CONTRACTOR SHALL COORDINATE.
3.FABRICATION AND ERECTION:
A.PROVIDE BRIDGING AS SHOWN ON THE FRAMING PLANS. ALSO, PROVIDE A HORIZONTAL LINE
OF BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF THE JOIST.
ADDITIONAL BRIDGING REQUIRED BY THE MANUFACTURER SHALL BE PROVIDED AND SHALL BE
CLEARLY SHOWN ON THE SHOP DRAWINGS. COORDINATE EXACT LOCATION AS REQUIRED.
B.DO NOT CUT, DRILL, MODIFY, OR OMIT ANY PART OF ANY JOIST OR JOIST GIRDER WITHOUT
PRIOR WRITTEN CONSENT AND DIRECTION FROM THE MANUFACTURER.
C.DO NOT WELD THE BOTTOM CHORD OF THE JOIST GIRDERS TO THE STABILIZER PLATES AT
BEARING LOCATIONS UNLESS SPECIFICALLY INSTRUCTED. WHEN WELDING IS SPECIFIED,
WELD AFTER ALL DEAD LOAD HAS BEEN APPLIED.
D.MECHANICAL EQUIPMENT, PIPES, AND OTHER CONCENTRATED LOADS SHALL NOT BE PLACED
ON NOR HUNG FROM STEEL JOISTS OR GIRDERS UNLESS THEY ARE POSITIONED WITHIN 4" OF
A PANEL POINT OR A TWO (2) ANGLE (L2X2X1/4) BRACE IS INSTALLED BETWEEN THE LOAD AND
THE NEAREST OPPOSITE CHORD PANEL POINT.
6.MISCELLANEOUS:
A.DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL KEEP THE
LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN.
B.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR
STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF
CONSTRUCTION.
C.STAIRS ARE TO BE AS PER THE ARCHITECTURAL DRAWINGS.
D.ELEVATOR MACHINERY SUPPORT BEAMS, GUIDE RAILS, SUPPORTS, ETC., SHALL BE SUPPLIED
BY THE ELEVATOR MANUFACTURER. ALL LOADS IMPOSED BY THE ELEVATOR ONTO THE
STRUCTURE SHALL BE DETERMINED BY THE ELEVATOR MANUFACTURER AND SHALL BE
CLEARLY SHOWN ON SHOP DRAWINGS SUBMITTED FOR REVIEW. ADDITIONAL FRAMING MAY
BE REQUIRED FOR THE PROPER SUPPORT OF THESE LOADS. COORDINATE WITH THE
ARCHITECT AND STRUCTURAL ENGINEER.
E.ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. ANY CONFLICTS
BETWEEN THESE DOCUMENTS AND OSHA REQUIREMENTS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH
WORK.
7.SUBMITTALS:
A.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING
INCORPORATED INTO THE WORK.
MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS.
MIX DESIGNS FOR EACH TYPE OF CONCRETE.
REINFORCING STEEL SHOP DRAWINGS.
STRUCTURAL STEEL SHOP DRAWINGS.
WELDING PROCEDURES AND CERTIFICATIONS.
STEEL DECK SHOP DRAWINGS.
B.A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE
ARCHITECT AND STRUCTURAL ENGINEER.
C.REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL
ENGINEER IN WRITING. REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE
INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN
WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER.
SOILS
1.SOILS REPORT BY: NA
QUALITY ASSURANCE PLAN FOR STRUCTURE
1.INSPECTION:
A.THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE
FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707, THE
SPECIFICATIONS, AND THE ATTACHED TABLES INCLUDED IN THESE GENERAL NOTES.
REINFORCED CONCRETE:DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL
TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR
SHALL BE ACI-II OR ICC CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED
VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION.
BOLTING: ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND/OR
EPOXY. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF
CONCRETE/STEEL CONSTRUCTION.
WELDING: ALL SHOP AND FIELD WELDS. INSPECTOR SHALL BE AWS-QC1 CERTIFIED. SEE
ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF STEEL
CONSTRUCTION.
POST-INSTALLED ANCHORS:THE FIRST 25 POST-INSTALLED ANCHORS SHALL BE INSPECTED
AND 10 PERCENT OF THE REMAINING ANCHORS SHALL BE INSPECTED.
2.TESTING:
A.THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING
TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS.
SOILS: COMPACTION OF STRUCTURAL FILL.
CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE.
BOLTING: PROPER INSTALLATION AND CORRECT TORQUE AND/OR TENSION.
WELDING:TYPE, SIZE, LENGTH, AND QUALITY OF ALL SHOP AND FIELD WELDS BY
APPROVED METHODS. ULTRASONICALLY TEST ALL COMPLETE PENETRATION WELDS.
3.STRUCTURAL OBSERVATIONS:
A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS
AT THE FOLLOWING STAGES OF CONSTRUCTION.:
AFTER PLACEMENT OF STEEL MEMBERS
AFTER PLACEMENT OF STEEL DECK
B.THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE
ARCHITECT FOR FURTHER DISTRIBUTION.
4.THE CONTRACTOR SHALL:
A.SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO
COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY
ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED
TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING
CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND
QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL.
B.CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER.
C.COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND/OR STRUCTURAL
OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DO NOT PROCEED WITH SUBSEQUENT
WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE
BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS
PRIOR TO ANY REQUIRED OBSERVATIONS.
D.PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE
ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL.
STEEL DECK
1.PRODUCT:
A.STEEL DECK SHALL BE SIZE AND GAUGE AS SPECIFIED ON PLANS.
B.STEEL DECK AND ACCESSORIES SHALL BE MANUFACTURED FROM COLD ROLLED STEEL
CONFORMING TO ASTM A-653, (GALVANIZED G-60), OR ASTM A-611, GRADE C (PAINTED), AND
SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDI) AND AISC STANDARDS
2.ATTACHMENT AND HANDLING:
A.WELDING PATTERN SHALL BE AS SPECIFIED ON PLAN.
B.WELD METAL DECK TO SUPPORTING FRAMING MEMBERS WITH E60XX OR E70XX ELECTRODES.
C.PUDDLE WELDS SHALL HAVE A FUSION AREA OF NOT LESS THAN 3/4" DIAMETER AT THE
UPPER SURFACE. WELD METAL SHALL PENETRATE ALL LAYERS OF THE DECK MATERIAL AND
SHALL HAVE PROPER FUSION TO THE SUPPORTING MEMBERS.
D.CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. TOP SEAM WELDS SHALL ENGAGE ALL
LAYERS OF THE DECK MATERIAL.
E.END LAPS SHALL OVERLAP AT LEAST 2" AND SHALL OCCUR OVER A SINGLE STEEL SUPPORT.
PUDDLE WELDS SHALL OCCUR AT LEAST 1" AWAY FROM EITHER END OF DECK.
F.PUDDLE WELDS 3/8" X 1.1/2" LONG MAY REPLACE 3/4" DIAMETER PUDDLE WELDS WHEN
ACCESS IS LIMITED.
G.INSTALL DECK WITH A MINIMUM OF 3 SPANS WHEREVER POSSIBLE.
H.PROVIDE ANGLE AND/OR OTHER SUPPORT AROUND THE PERIMETER OF ALL OPENINGS
LARGER THAN 10" IN EITHER DIRECTION THROUGH METAL DECK.
I.PROVIDE DECK SUPPORT AS REQUIRED AT COLUMNS.
J.DO NOT BEND OR MAR DECK.
K.STORE DECKING OFF THE GROUND WITH ONE END ELEVATED. COVER DECK WITH
WATERPROOF MATERIAL AND VENTILATE TO AVOID CONDENSATION.
POST-INSTALLED ANCHORS
1.EPOXY ANCHORS:
A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED:
FOR CONCRETE:
SIMPSON SET-XP
HILTI HIT-RE 500-V3
HILTI HIT-RE 100
B.ANCHOR RODS SHALL BE ASTM A-307, THREADED AND GALVANIZED, AND THE DIAMETER AS
INDICATED ON PLAN.
C.SCREEN TUBES SHALL BE USED AT UNGROUTED MASONRY UNITS.
D.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT
HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR.
E.INSTALLATION OF ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN
HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE
ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2014
(Section 17.8.2.2). PROOF OF CURENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.
F.PER ACI 318-2014 (Section 17.1.2) ADHESIVE ANCHORS SHALL BE INSTALLLED IN CONCRETE HAVING A
MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21
DAYS CONSULT ADHESIVE MANUFACTURER.
G.IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS AT 45 DEGREES
(FAHRENHEIT) OR LESS, AN “ACRYLIC” (COLD WEATHER) ADHESIVE IS REQUIRED –ie DEWALT AC200+,
HILTI HY200, SIMPSON AT-XP.
2.MECHANICAL ANCHORS
A.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED:
SIMPSON TITEN HD
HILTI KWIK HUS-EZ
B.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT
HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR.
3.SUBSTITUTES: CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL TO THE
ARCHITECT AND STRUCTURAL ENGINEER.2"1"0"54321
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PROJECT NUMBER
5/14/2020 12:05:10 PMSE-001
GENERAL
NOTESBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TIProject
Number
SHEET LIST
NUMBER SHEET NAME
SE-001 GENERAL NOTES
SE-002 INSPECTIONS
SE-003 SCHEDULES STEEL
SE-006 3D RENDERING
SE-103 FRAMING PLANS
* (LW) CONCRETE SHALL HAVE A MIN. SPLITTING TENSILE STRENGTH OF 450 PSI.
SLAB ON METAL DECK (LW)* 3000 0.50 110 3/4 - 470 F0,S0,P0,C0
SLAB ON METAL DECK (NW) 3000 0.50 145 3/4 - 470 F0,S0,P0,C0
SUSPENDED SLABS AND SLABS ON METAL DECK
SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0
WALLS 4000 0.45 145 3/4 - 564 F0,S0,P0,C0
FOOTINGS 4000 0.45 145 1 - 564 F0,S0,P0,C0
INTERIOR MEMBERS
SLAB ON GRADE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1
OTHER SITE CONCRETE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1
WALLS, PIERS, BEAMS 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1
FOOTINGS 4000 0.45 145 1 6±1.5 564 F0,S0,P0,C0
EXTERIOR MEMBERS
TYPE OF MEMBER
MIN.
STRENGTH
@ 28 DAYS
(PSI)
MAX.
W/C
(RATIO)
DRY
WEIGHT
(PCF)
MAX
AGGREGTE
SIZE
(INCHES)
AIR
ENTRAIN-
MENT (%)
MIN.
CEMENT
PER YARD
(LBS)
EXPOSURE
CLASS
CONCRETE MIX DESIGN TABLE
05/14/2020
ABBREVIATIONS
@ AT
AB ANCHOR BOLT
ABV ABOVE
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ACHITECT
BLDG BUILDING
BLW BELOW
BM BEAM
BOT BOTTOM
BRG BEARING
BTWN BETWEEN
CJ CONSTRUCTION
/CONTROLJOINT
CJP COMPLETE JOINT
PENETRATION
CMU CONCRETE
MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CTR CENTER
D.B.DECK BEARING
D.B.A.DEFORMED BAR
ANCHOR
DBL DOUBLE
DET DETAIL
DIA (Ø)DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DK DECK
DN DOWN
DWG DRAWING
DWL DOWEL
E.F.EACH FACE
E.J.EXPANSION JOINT
E.W.EACH WAY
EA EACH
EL ELEVATION
ELECT ELECTRICAL
ELEV ELEVATOR
ENG ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EXIST (E)EXISTING
EXP EXPOSED/
EXPANSION
EXT EXTERIOR
F.D.FLOOR DRAIN
F.F.FINISH FLOOR
F.S.E.FINISH FLOOR
ELEVATION
F.V.FIELD VERIFY
FDTN FOUNDATION
FIN FINISH
FL FLOOR
FT FOOT
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GLB GLU-LAMINATED
BEAM
GR GRADE
G.S.N.GENERAL
STRUCTURAL
NOTES
HB HORIZONTAL
BRIDGING
HORIZ HORIZONTAL
H.S.A.HEADED STUD
ANCHORS
HSS HOLLLOW
STRUCTURAL
STEEL
HT HEIGHT
I.F.INSIDE FACE
IBC INTERNATIONAL
BUILDING CODE
ICBO INTERNATIONAL
CONFERENCE OF
BUILDING OFFICIALS
ICC INTERNATIONAL CODE
COUNCIL
IN INCHES
INSUL INSULATION
INT INTERIOR
JT JOINT
JST JOIST
K KIPS -1,000 POUNDS
KLF KIPS PER LINEAR FOOT
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
LBS POUNDS
LF LINEAR FOOT
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MAS MASONRY
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
NTS NOT TO SCALE
O OBSERVE
O.C.ON CENTER
O.F.OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
P PERFORM
PCF POUNDS PER
CUBIC FOOT
PJP PARTIAL JOINT
PENETRATION
PL PLATE
PLF POUNDS PER
LINEAR FOOT
PNL PANEL
PP PARTIAL PENETRATION
PSF POUNDS PER
SQUARE FOOT
PSI POUNDS PER SQUARE
INCH
P/T POST TENSIONED
PT POINT
REINF REINFORCING
REQ'D REQUIRED
SFRS SEISMIC FORCE
RESISTING SYSTEM
SHT SHEET
SIM SIMILAR
S.O.G.SLAB ON GRADE
SQ SQUARE
STD STANDARD
ST STEEL
STIFF STIFFENER
STRUCT STRUCTURAL
T&B TOP AND BOTTOM
T.O.TOP OF
TEMP TEMPERATURE
T.C.TOP OF CONCRETE
T.F.TOP OF FOOTING
T.S.TOP OF SLAB
T.ST.TOP OF STEEL
T.W.TOP OF WALL
TYP TYPICAL
U.N.O.UNLESSS NOTED
OTHERWISE
VERT VERTICAL
W.P.WORK POINT
W/WITH
WF WIDE FLANGE
WT WEIGHT
W.W.F.WELDED WIRE FABRIC
YD YARD
MEMBER DESIGNATION
W12X26 (25) C = 1/2"
HSS3X3X1/4
INDICATES SIZE AND TYPE OF BEAM
(HSS, WIDE FLANGE, PIPE, ETC.)
NUMBER IN PARENTHESES
INDICATES NUMBER OF EQUALLY
SPACED 3/4" Ø X 3.1/2"SHEAR STUDS
UPWARD CAMBER AT MIDSPAN OF BEAM
STANDARD STEEL CONNECTION, SEE
STEEL TO STEEL CONNECTION SCHEDULE
OR SEE PLAN FOR SPECIFIC INSTANCES
FILLED TRIANGLE INDICATES MOMENT
CONNECTION
OPEN TRIANGLE INDICATES
CANTILEVERED MOMENT CONNECTION
FILLED CIRCLE INDICATES DRAG
CONNECTION, ADDITIONAL ROW OF
BOLTS REQUIRED, SEE STEEL TO STEEL
CONNECTION SCHEDULE
INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR
ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC.
SEE MOMENT CONNECTION DETAIL SHEET FOR MOMENT
CONNECTION INFORMATION.
(2) 1¾x11⅞LVL
STEEL BEAMS
WOOD
INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR
ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE
STANDARD WOOD CONNECTION DETAILS FOR MORE INFORMATION.
LEADING NUMBER IN PARENTHESES
INDICATES NUMBER OF PLYS
MEMBER WIDTH
MEMBER DEPTH
MEMBER TYPE (LVL, GLULAM, LSL, ETC.)
STEEL JOISTS
18LH05
JOIST DEPTH
JOIST TYPE
DBP 88DLH 730/375
SPECIAL JOIST SHAPE OR DESIGNATION AS
REQUIRED (I.E. DPB = DOUBLE PITCH)
JOIST DEPTH
JOIST TYPE
TOTAL LOAD
LIVE/SNOW LOAD
INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR
ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE
PLAN, TRUSS LOADING DIAGRAMS, AND GENERAL NOTES FOR
APPROPRIATE LOADS. SEE PLAN FOR MECHANICAL UNIT LOCATIONS
LEGEND
INDICATES BRACE CONNECTION.
INDICATES CONCRETE FILLED STEEL
COLUMN, FILL WITH 4000psi SELF
CONSOLIDATING CONCRETE.HSS?? CFINDICATES CONCRETE SLAB ON GRADE,
SEE PLAN NOTES.
INDICATES FRAME ELEVATION VIEW.
CHANGE IN ELEVATION RECESSED
SLAB.
OPEN INDICATES OPENING IN DECK, SEE
DETAIL ______.
INDICATES CONCRETE WALL, SEE
SCHEDULE.
1 Ref
SE?-??
INDICATES SPECIAL MOMENT FRAME
CONNECTION, SEE DETAIL C1/SE514.
INDICATES DRAG CONNECTION, SEE
STEEL TO STEEL CONNECTION
SCHEDULE.
INDICATES CANTILEVER MOMENT
CONNECTION, SEE DETAIL _______.
INDICATES SNOW DRIFT LOADS TO BE
APPLIED TO JOISTS, SEE DRIFT
SCHEDULE.
INDICATES HOLE IN WEB OF BEAM, SEE
DETAIL ________.
INDICATES RECESSED SLAB, SEE ARCH.
INDICATES FINISHED FLOOR SLAB
ELEVATION.
T.F. = ??'-??"INDICATES TOP OF FOOTING
ELEVATION.
INDICATES TOP OF WALL ELEVATION.
INDICATES TOP OF PIER ELEVATION.
T.W. = ??'-??"
T.P. = ??'-??"
INDICATES BAR GRATING SPAN
DIRECTION, SEE PLAN NOTES.
INDICATES EXPANSION JOINT.
CW-??
??"
INDICATES MOMENT FRAME BRACING.
INDICATES FOLDING PARTITION.
DR-?
INDICATES TOP OF STEEL ELEVATION.T.S. = ??'-??"
INDICATES WOOD SHEATHING SPAN
DIRECTION, SEE PLAN NOTES.
SW-?INDICATES SHEATHED SIDE OF STEEL
STUD SHEAR WALL, SEE SCHEDULE.
WW-?INDICATES SHEATHED SIDE OF WOOD
STUD SHEAR WALL, SEE SCHEDULE.
INDICATES MASONRY WALL, SEE
SCHEDULE.
MW-??
INDICATES DETAIL SECTION VIEW.
?
SE?-??
?
SE?-??INDICATES DETAIL VIEW OR ENLARGED
PLAN CALLOUT.
INDICATES CONCRETE BEAM, SEE
SCHEDULE.
CB-??
INDICATES CONCRETE BEAM, SEE
SCHEDULE.
MB-??
INDICATES WOOD WALL TYPE (X,X) AND
SHEATHING (-Y) IF REQUIRED, SEE
SCHEDULE
WW-X.X-Y
INDICATES NUMBER OF OF TRIMMER
STUDS (T) AND KINGPOSTS (K)
INDICATES FACE OF WALL SHEATHING,
SEE WALL TYPE AND SCHEDULES FOR
NAILING
F.S.E. =
INDICATES CONCRETE PIER (CP) OR
MASONRY PIER (MP), SEE SCHEDULES
CP-?
INDICATES STEEL HSS (HSS) OR STEEL
WIDE FLANGE (W). COLUMN AND BASE
PLATE, SEE SCHEDULESBP-?BP-?HSS??W?X??INDICATES STEEL ROOF DECK SPAN
DIRECTION, SEE PLAN NOTES.
INDICATES CONCRETE ON METAL DECK
SPAN DIRECTION AND TYPE, SEE
SCHEDULES.
??-??
??-??-??
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 12:05:12 PMSE-002
INSPECTIONSBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TIProject
Number
COMPOSITE MEMBER SIZE X VERIFY THAT COMPOSIT MEMBER IS THE REQUIRED SIZE.
REINFORCING STEEL X VERIFY APPROPRIATE REINFORCEMENT SIZE, SPACING, AND
ORIENTATION; THAT IT HAS NOT BEEN RE-BENT IN FIELD; THAT IT IS
CORRECTLY TIED AND SUPPORTED; AND THAT REQUIRED STEEL...
DOCUMENT ACCEPTANCE OR REJECTION
OF STEEL ELEMENTS
X
PLACEMENT AND INSTALLATION OF STEEL
HEADED STUD ANCHORS
X
PLACEMENT AND INSTALLATION OF STEEL
DECK
X
STEEL ELEMENTS OF COMPOSITE CONSTRUCTION (TABLE N6.1, AISC 360-10; TABLES J9-1 THRU J9-3, AISC 341-11):
H-PILES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE
MADE WITHIN THE PROTECTED ZONE OF PILING (SEE TABLE J8-1 OF
AISC 341-10).
PROTECTED ZONES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE
MADE WITHIN THE PROTECTED ZONE (SEE TABLE J8-1 OF AISC...
REDUCED BEAM SECTIONS (RBS) X VERIFY CONTOUR AND FINISH AS WELL AS DIMENSIONAL
TOLERANCES (SEE TABLE J8-1 OF AISC 341-10).
ANCHOR RODS AND OTHER EMBEDMENTS
SUPPORTING STRUCTURAL STEEL
X SHALL BE ON THE PREMISES DURING THE PLACMENT OF ANCHOR
RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL
FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY TH...
STRUCTURAL STEEL DETAILS X ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED
TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE
CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,...
OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10; TABLES J8-1 & J10-1, AISC 341-10):
DOCUMENT ACCEPTANCE OR REJECTION
OF BOLTED CONNECTIONS
X
AFTER BOLTING (TABLE N5.6, AISC 360-10):
PRETENSIONED FASTENERS X VERIFY THAT FASTENERS ARE PRTENSIONED IN ACCORDANCE
WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY
FROM THE MOST RIGID POINT TOWARD THE FREE EDGES.
FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY WRENCH
PREVENTED FROM ROTATING.
SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION
PRIOR TO PRETENSIONING OPERATION.
FASTENER ASSEMBLIES X VERIFY THAT FASTENER ASSEMBLIES AR OF SUITABLE CONDITION,
PLACED IN ALL HOLES, AND WASHERS ARE POSITIONED AS
REQUIRED.
- NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING,
DIRECT-TENSION-INDICATORS,OR TWIST-OFF TYPE TENSION CONTROL METHOD [PER SECTION N5.6(2) OF AISC 360-10].
- NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10].
DURING BOLTING (TABLE N5.6-2, AISC 360-10):
PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHER
FASTENER COMPONENTS
PRE-INSTALLATION VERIFICATION TESTING X OBSERVE AND DOCUMENT VERIFICATION TESTING BY
INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND...
CONNECTING ELEMENTS X VERIFY APPROPIRATE FAYING SURFACE CONDITION AND HOLE
PREPARATION, IF SPECIFIED, MEET REQUIRMENTS.
PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL.
PROPER FATENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE
EXCLUDED FROM THE SHEAR PLANE.
FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE
WITH ASTM REQUIREMENTS.
CERTIFICATIONS OF FASTENERS X
- NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10]
PRIOR TO BOLTING (TABLE N5.6, AISC 360-10):
WELDED JOINTS SUBJECT TO FATIGUE X
ACCESS HOLES (FLANGE > 2") X
CJP WELDS (RISK CAT. III OR IV) X A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED
PER SECTION N5.5E.
CJP WELDS (RISK CAT. II) X ULTRASONIC TESTIN SHALL BE PERFORMED ON 10% OF CJP
GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO
TRANSVERSELY APPLIED TENSION LOADING IN MATERIALS...
NONDESTRUCTIVE TESTING (SECTION N5.5,
AISC 360-10):
DOCUMENT ACCEPTANCE OR REJECTION
OF WELDED JOINT/MEMBER
X
BACKING AND WELD TABS REMOVED X
K-AREA X
ARC STRIKES X
WELDS MEET VISUAL ACCEPTANCE
CRITERIA
X
SIZE, LENGTH, AND LOCATION OF WELDS X
WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED.
AFTER WELDING (TABLE N5.4-3, AISC 360-10):
WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN
PROFILE LIMITATIONS, AND QUALITY OF EACH PASS.
WPB FOLLOWED X VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT,
TRAVEL SPEED, WEDLING MATERIALS, SHIELDING GAS TYP/FLOW
RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED...
ENVIRONMENTAL CONDITIONS X VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION
AND TEMPERATURE.
CRACKED TACK WELDS X VERIFY THAT WEDLING DOES NOT OCCUR OVER CRACKED TACK
WELDS
CONTROL AND HANDLING OF WELDING
CONSUMABLES
X VERIFY PACKAGING AND EXPOSURE CONTROL.
USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APROPRIATELY QUALIFIED.
DURING WEDLING (TABLE N5.4-2, AISE 360-10):
FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL
SURFACES, AND TACK WELD QUALITY AND LOCATION.
ACCESS HOLES X VERIFY CONFIGURATION AND FINISH.
FIT-UP GROOVE WELD X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING,
AND BACKING.
WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS
WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL.
VERIFY WELDING PROCEDURES (WPS) AND
CONSUMABLE CERTIFICATES
X
PRIOR TO WELDING (TABLE N5.4-1, AISC 360-10):
ITEM CONTIN-
UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES
STRUCTURAL STEEL (IBC 1705.2.1,1705.11.1, & 1705.12.2)
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P
INSPECTIONS TASKS AFTER BOLTING (TABLE N5.6-3)QC QA
SYSTEMATICALLY FROM THE MOST RIGID PO9INT TOWARD THE FREE EDGES
FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE TCSC SPECIFICATION, PROGRESSING
O O
FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O
JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION O O
REQUIRED) ARE POSITIONED AS REQUIRED
FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF
O O
INSPECTION TASKS DURING BOLTING (TABLE N5.6-2)QC QA
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHER, AND OTHER FASTENER COMPONENTS O O
DOCUMENT FOR FASTENER ASSEMBLIES AND METHODS USED
PRE-INSTALLATION VERIFCATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND
P O
HOLE PREPARATIOIN, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS
CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND
O O
PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O
THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF
O O
FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O
MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTNER MATERIALS O P
INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1) QC QA
STRUCTURAL STEEL BOLTING INSPECTIONS (AISC 360 N5.6-1,2,3)
DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P
PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P
PLACEMENT AND INSTALLATION OF STEEL DECK P P
INSPECTION TASKS PRIOR TO CONCRETE PLACMENT (TABLE N6.1) QC QA
STRUCTURAL STEEL COMPOSITE ELEMENTS (AISC 360 N6.1)
INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD.
* WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P
REPAIR ACTIVITIES P P
BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P
K-AREA*P P
ARC STRIKES P P
- POROSITY
- UNDERCUT
- WELD SIZE
- WELD PROFILES
- CRATER CORSS SECTION
- WELD/BASE-METAL FUSION
- CRACK PROHIBITION
WELDS MEET VISUAL ACCEPTANCE CRITERIA
P P
SIZE, LENGTH AND LOCATION OF WELDS P P
WELDS CLEANED O O
INSPECTIONS TASKS AFTER WELDING (TABLE N5.4-3)QC QA
- EACH PASS MEETS QUAILITY REQUIREMENTS
- EACH PASS WITHIN PROFILE LIMITATIONS
- INTERPASS AND FINAL CLEANING
WELDING TECHNIQUES
O O
- PROPER POSITION (F, V, H, OH)
- INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
- PREHEAT APPLIED
- SHIELDING GAS TYPE/FLOW RATE
- SELECTED WELDING MATERIALS
- TRAVEL SPEED
- SETTINGS ON WELDING EQUIPMENT
WPS FOLLOWED
O O
- PRECIPITATION AND TEMPERATURE
- WIND SPEED WITHIN LIMITS
ENVIRNOMENTAL CONDITIONS
O O
NO WELDING OVER CRACKED TACK WELDS O O
- EXPOSURE CONTROL
- PACKAGING
CONTROL AND HANDLING OF WELDING CONSUMABLES
O O
USE OF QUALIFIED WELDERS O O
INSPECTION TASKS DURING WELDING (TABLE N5.4-2)QC QA
OR MEMBER CAN BE IDNTIFIED. STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE.
* THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT
CHECK WELDING EQUIPMENT O -
- TACKING (TACK WELD QUALITY AND LOCATION)
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
FIT-UP OF FILLET WELDS
O O
CONFIGURATION AND FINISH OF ACCESS HOLES O O
- BACKING TYPE AND FIT (IF APPLICABLE)
- TACKING (TACK WELD QUALITY AND LOCATION)
- CLEANLINESS (CONDICATION OF STEEL SURFACES)
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
- JOINT PREPARATION
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
O O
WELDER IDNETIFICATION SYSTEM*O O
MATERIAL IDENTIFICATION (TYPE/GRADE)O O
MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILIABLE P P
WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P
INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) QC QA
STRUCTURAL STEEL WELDING INSPECTIONS (AISC 360 N5.4-1,2,3)
05/14/2020
TYPE 'A'TYPE 'B'1 1/2" TYP.1 1/2" TYP.1 1/2" TYP.1 1/2" TYP.
NOTES:
1.ALL BASE PLATES SHALL BEAR ON 1-1/2" ± NON-SHRINK GROUT AND SHALL HAVE LEVELING NUTS, TYP., U.N.O.
2.ALL BASE PLATES SHALL BE WELDED TO THE COLUMN WITH A 5/16" FILLET WELD ALL AROUND, TYP., U.N.O.
3.ALL ANCHOR RODS SHALL BE HEADED ANCHOR RODS, TYP., U.N.O. ALL ANCHOR RODS SHALL HAVE HARDENED WASHERS AND NUTS.
4.ALL ANCHOR RODS SHALL BE SET IN PLACE WITH A TEMPLATE. THEY SHALL BE PLACED PLUMB AND AT THE CORRECT DEPTH AND EXTENSION.
5.ALL ANCHOR ROD HOLES IN BASE PLATES SHALL BE OVERSIZED PER AISC.
6.ALL ANCHOR RODS SHALL BE ASTM F1554, SEE SCHEDULE FOR GRADE STRENGTH.
7.SHEAR LUGS SHALL BE THE WIDTH OF THE BASE PLATE AND DEPTH SPECIFIED IN THE SCHEDULE.
8.ALL BASE PLATES FOR BRACE FRAMES SHALL BE ASTM A572 GRADE 50 STEEL. ALL SHEAR LUGS SHALL BE ASTM A36 STEEL.
9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
TYPE 'C'1 1/2" TYP.1 1/2" TYP.
FULL DEPTH STIFFENER EACH
SIDE OF BEAM. MATCH SINGLE
SHEAR PLATE THICKNESS.
STEEL BEAM.
STEEL COLUMN.
SHEAR PLATE.
STEEL BEAM.
TYP
DSW
12" TYP.
STEEL BEAM.
SINGLE SHEAR STIFFENER.
ADD TABS WHERE BEAMS
OCCUR.
STEEL COLUMN.
TYP
DSW
SINGLE SHEAR PLATE.
FULL DEPTH SINGLE SHEAR
PLATE AT LOCATIONS WHERE
BEAMS ARE SAME DEPTH.
COPE JOIST
FLANGES WHERE
REQUIRED.
3 SIDES
SSW
NOTES:
1.BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS
2.BOLT EDGE DISTANCE SHALL BE 1.1/2" MINIMUM AT ALL EDGES.
3.BOLT SPACING SHALL BE 3" MIN. BOLT SPACING MAY BE REDUCED TO 3X
BOLT DIAMETER IF REQUIRED FOR A SINGLE ROW OF BOLTS.
4.INDICATES DRAG CONNECTION. USE TWO ROWS OF SLIP CRITICAL BOLTS
WITH A CLASS A FAYING SURFACE.
5.EXTEND ANGLED SINGLE PLATES TO ALLOW FOR BOLT CLEARANCE.
TYP
DSW
TYP
DSW
TYP
DSW TYP
DSW
TYP
DSW
TYP
DSW
HORIZ. STIFFENER PLATES
TOP AND BOTTOM
THICKNESS TO MATCH SPT.
TYP
DSW
TYP
DSW
SSW
1/4
BEAM WEB, COLUMN
WEB, OR COLUMN
FLANGE.
SINGLE PLATE
SINGLE PLATE
SINGLE BENT PLATE.
EXTEND AS REQ'D TO
ACHIEVE BOLT CLEARANCE.0° TO 30°OVER 45°BEAM TO BEAM SINGLE PLATE CONNECTION
BEAM TO BEAM SINGLE PLATE CONNECTION
BEAM TO BEAM SINGLE PLATE CONNECTION
BEAM TO COLUMN STIFFENER PLATE CONNECTION
BEAM TO COLUMN SINGLE PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE DRAG CONNECTION
BEAM TO COLUMN FLANGE SINGLE PLATE CONNECTION BEAM TO COLUMN WEB SINGLE PLATE CONNECTION
0° TO 30°30° TO 45°OVER 45°
HSS TUBE COLUMN.
HSS TUBE COLUMN.
WIDE FLANGE COLUMN.WIDE FLANGE COLUMN.
BEAM WEB, COLUMN
WEB, OR COLUMN
FLANGE.
3" TYP.
2.1/2" MAX.
SKEWED SINGLE PLATE CONNECTIONS
2.1/2" MAX.
2.1/2" MAX.2.1/2" MAX.
2.1/2" MAX.2.1/2" MAX.
COLUMN WEB.
COPE JOIST
FLANGES WHERE
REQUIRED.
KNIFE PLATE USE
THICKEST REQ'D
SPT.
3 " M A X .SPT4" TYP.S
P
T
(4) 7/8"Ø BOLTS TYP.(4) 7/8"Ø BOLTS TYP.
FULL DEPTH SINGLE SHEAR
PLATE AT LOCATIONS WHERE
BEAMS ARE HIGHER.
COPE JOIST
FLANGES WHERE
REQUIRED.
TYP
DSW
RAISED BEAM AT SINGLE PLATE CONNECTION
FULL DEPTH SINGLE SHEAR
PLATE AT LOCATIONS WHERE
JOIST HANGS BELOW BEAM.
COPE JOIST
FLANGES WHERE
REQUIRED.
TYP
DSW
LOWERED BEAM AT SINGLE PLATE CONNECTION
(2) ROWS OF SLIP CRITICAL
BOLTS AT DRAGS, TYP.
(2) ROWS OF SLIP CRITICAL
BOLTS AT DRAGS, TYP.
SSW6" MAX.4" AT DRAGS
SPT3 1/2 " M A X .30° TO 45°3/4" CAP PLATE 3/4" CAP PLATE
3/8" CAP PLATECOLUMN ABOVE,
WHERE OCCURS
BP-17 9 9 3/4 4 3/4" 36 6" MIN. A - - HSS3X3
BP-16 28 15 1 5/8 10 3/4" 55 8" MIN. D - - W24
BP-15 26 14 1 5/8 10 3/4" 55 8" MIN. D - - W24X131
BP-14 22 14 1 3/8 8 3/4" 55 8" MIN. D - - W18X192, 211
BP-13 22 13 1 3/8 8 3/4" 55 8" MIN. D - - W18X192, 211
BP-12 21 13 1 3/8 8 3/4" 55 8" MIN. D - - W18X97, 119, 130
BP-11 23 14 1 3/8 8 3/4" 55 8" MIN. D - - W18
BP-10 21 14 1 3/8 8 3/4" 55 8" MIN. D - - W18X97, 119, 130
BP-9 16 15 1 1/4 4 3/4" 55 8" MIN. D - - W12
BP-8 15 15 1 1/4 4 3/4" 55 8" MIN. D - - W12X79, 87
BP-7 15 14 1 1/8 4 3/4" 55 8" MIN. D - - W12X65, 72
BP-6 15 12 1 4 3/4" 36 8" MIN. D - - W12X53, 58
BP-5 15 11 7/8 4 3/4" 36 8" MIN. D - - W12X50
BP-4 14 9 3/4 4 3/4" 36 6" MIN. B - - HSS8X8
BP-3 12 7 3/4 4 3/4" 36 6" MIN. B - - HSS6X6
BP-2 14 14 3/4 4 3/4" 36 6" MIN. A - - HSS8X8
BP-1 12 12 3/4 4 3/4" 36 6" MIN. A - - HSS6X6
L W T NO. SIZE GRADE
MARK SIZE (INCHES) ANCHOR RODS EMBED
DEPTH TYPE SHEAR LUG
DEPTH
SHEAR LUG
THICKNESS NOTES
BASE PLATE SCHEDULE1
W36 (11) 7/8" Ø 7/16" 5/16" 1/2"
W33 (10) 7/8" Ø 7/16" 5/16" 1/2"
W30 (9) 7/8" Ø 7/16" 5/16" 1/2"
W27 (8) 7/8" Ø 7/16" 5/16" 1/2"
W24 (7) 7/8" Ø 7/16" 5/16" 1/2"
W21 (6) 7/8" Ø 7/16" 5/16" 1/2"
W18 (5) 7/8" Ø 5/16" 1/4" 3/8"
W16 (4) 7/8" Ø 5/16" 1/4" 3/8"
W12, W14, C12 (3) 7/8" Ø 5/16" 1/4" 3/8"
W8, W10, C8, C10 (2) 7/8" Ø 5/16" 1/4" 3/8"
BEAM SIZE NO. BOLTS PER ROW SINGLE SIDED WELD (SSW) DOUBLE SIDED WELD (DSW) SHEAR PLATE THICKNESS (SPT)
STEEL TO STEEL CONNECTION SCHEDULE12"1"0"54321
54321
DCBADATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 12:05:14 PMSE-003
SCHEDULES
STEELBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TIProject
Number
05/14/2020
2"1"0"54321
54321
DCBAREFERENCE NOTES
DATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 12:05:17 PMSE-006
3D
RENDERINGBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TIProject
Number
NO SCALESE-006
A2 3D Structural Rendering - LVL 2
NO SCALESE-006
C2 3D Structural Rendering - LVL 3
05/14/2020
INDICATES BRACE CONNECTION.
INDICATES CONCRETE SLAB ON GRADE,
SEE SHEET NOTES
INDICATES STEEL ROOF DECK SPAN
DIRECTION, SEE SHEET NOTES
INDICATES FRAME ELEVATION VIEW
INDICATES CHANGE IN ELEVATION OR
RECESSED SLAB
INDICATES CONCRETE ON STEEL DECK
SPAN DIRECTION, SEE SHEET NOTES
OPEN INDICATES OPENING IN DECK, SEE TYPICAL
OPENING IN FLOOR DECK DETAILS
INDICATES CONCRETE WALL, SEE SCHEDULES
1 Ref
SE?-??
INDICATES SNOW DRIFT LOADS TO BE
APPLIED TO JOISTS, SEE DRIFT SCHEDULE
INDICATES DIFFERENT FLOOR DECK
LEGEND
INDICATES FINISHED FLOOR SLAB ELEVATION
INDICATES TOP OF WALL ELEVATION
INDICATES TOP OF PIER ELEVATION
T.W. = ??' -??"
T.P. = ??' -??"
INDICATES BAR GRATING SPAN
DIRECTION, SEE SHEET NOTES
CW-??
INDICATES MOMENT FRAME BRACING
DR-?
INDICATES TOP OF STEEL ELEVATIONT.S. = ??' -??"
INDICATES MASONRY WALL, SEE SCHEDULES
MW-??
INDICATES DETAIL SECTION VIEW
?
SE?-??
INDICATES DETAIL VIEW OR ENLARGED
PLAN CALLOUT
INDICATES CONCRETE BEAM, SEE SCHEDULES
CB-??
INDICATES CONCRETE BEAM, SEE SCHEDULES
MB-??
?
SE?-??
F.S.E. = ??' -??"
INDICATES CONCRETE PIER (CP) OR
MASONRY PIER (MP), SEE SCHEDULES
INDICATES STEEL HSS (HSS) OR STEEL
WIDE FLANGE (W) COLUMN AND BASE
PLATE, SEE SCHEDULESHSS??W?X??BP-?BP-?CP-?CC-?INDICATES CONCRETE COLUMN (CC) OR
MASONRY COLUMN (MC), SEE SCHEDULESMC-?INDICATES NOTES ARE KEYED ON PLAN.
1 FLOOR SLAB SHALL BE 6" TOTAL THICKNESS LIGHTWEIGHT
CONCRETE SLAB ON 2 X 18 GAUGE TYPE "W2" COMPOSITE
GALVANIZED FLOOR DECK WITH INTERLOCKING SIDE LAPS.
THREE SPAN MINIMUM. REINFORCE WITH #4 BARS AT 18"O.C.
EACH WAY. ATTACH DECK TO SUPPORTS. ATTACH TO
PERPENDICULAR SUPPORTS WITH (4) 3/4" DIAMETER PUDDLE
WELDS PER 36" WIDE SHEET. ATTACH TO PARALLEL
SUPPORTS WITH 3/4" DIAMETER PUDDLE WELDS AT 12"O.C.
ATTACH SIDE LAPS WITH VERCO SIDE LAP CONNECTION (
VSC2) AT 24" O.C. OR BUTTON PUNCH AT 12" O.C.
SHEET NOTES
CJP, TYPCONCRETE ON METAL
DECK, SEE PLAN.
BEAM, SEE PLAN.
D
E
F
6 7 8 9 10 11 12
1314 1615W24X68EL = -6"W24X76
EL = -6"W24X76EL = -6"W24X68
EL = -6"
W24X55
EL = -6"W12X19EL = -6"W12X22
EL = -6"W12X19EL = -6"W12X19EL = -6"W12X19EL = -6"W12X19EL = -6"HSS6X6X5/16A4
SE-103
W 8X 10E L = -6"W24X68EL = -6"6 7 8 9 10 11 12 1314 15 16
D
E
FHSS12X2X5/16HSS12X2X5/16W12X14
EL = -6"
W12X14
EL = -6"
B4
SE-103 HSS8X4X1/4EL = -6"D4
SE-103
D4
SE-103
OPP.
1
1/2"X24" D.B.A.
CONCRETE ON METAL
DECK, SEE SCHEDULE
1/2" PLATE
STEEL BEAM, SEE PLAN
EXISITING STEEL BEAM AND
CONCRETE ON METAL DECK
E
F
6 7 8 9 11 12
6 7 8 9 10 11 12
E
FHSS6X6X5/16C4
SE-103
1 1/2" TYP.1 1/2" TYP.A A
VIEW A-A
STEEL COLUMN, SEE PLAN ,
W/ 3/4" BASE PLATE WITH (4)
7/8"Ø BOLTS
EXISTING CONCRTE ON METAL
DECK, SEE PLAN AND
SCHEDULE. REMOVE AND
REPLACE CONCRETE AS
REQUIRED FOR STEEL COLUMN
EXISTING STEEL BEAM
5/16
5/16
5/16
BEAM, SEE PLAN
EXISTING COLUMN2"1"0"54321
54321
DCBADATE REVISION
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05/ 16/2 016 J WS
PROJECT NUMBER
5/14/2020 12:05:18 PMSE-103
FRAMING
PLANSBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TIProject
Number
NO SCALESE-103
A4
1/8" = 1'-0"SE-103
A1 Level 3
1 6/1/2018 Addendum
NO SCALESE-103
B4
1/8" = 1'-0"SE-103
C1 Level 2 NO SCALESE-103
C4ABOVE NO SCALESE-103
D4
05/14/2020
CIRCUITING & GENERAL SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONKEYED NOTE REFERENCE1BRANCH CIRCUIT HOME-RUN TO PANEL INDICATEDA-1,3,53/4"C.-6#12,1#12GQTY & SIZE OF EQUIPMENT GROUND CONDUCTORQTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)SIZE OF CONDUITA-1,3,53/4"C.-6#12,1#12GPANEL AND CIRCUIT DESIGNATIONSEQUIPMENT GROUNDING CONDUCTORTICK MARKSNEUTRAL CONDUCTOR(S)PHASE AND/OR SWITCH-LEG CONDUCTOR(S)BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALLBRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOORNEW EQUIPMENT, DEVICES, ETC.EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101*25,000ACALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)FIRE ALARM SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONDETECTOR SUBSCRIPTSP PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTORID IN-DUCT SMOKE DETECTOR H HEAT DETECTORM MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP)FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF)FFACPNOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF)REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF)NACRAMANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72)MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULEMMCMADDRESSABLE MONITORING MODULEFIRE ALARM FLOW SWITCHFIRE ALARM TAMPER SWITCHFSTSWALL MOUNTED FIRE ALARM HORN ONLYWALL MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)#ADDRESSABLE DETECTOR WITH BASE####CEILING MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)####WALL MOUNTED FIRE ALARM HORN STROBE(CANDELA RATING AS INDICATED)CEILING MOUNTED FIRE ALARM HORN STROBE(CANDELA RATING AS INDICATED)EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC.FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSDA. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN.H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES.I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS.N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES.GENERAL FIRE ALARM SYSTEM NOTESLIGHTING SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONPARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ONDRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.2X4 FLUORESCENT OR LED FIXTURE2X2 FLUORESCENT OR LED FIXTURESURFACE MOUNTED FLUORESCENT OR LED FIXTURESTRIP FLUORESCENT OR LED FIXTUREWALL MOUNTED FLUORESCENT OR LED FIXTUREEXTERIOR WALL MOUNTED FIXTUREROUND RECESSED FIXTURESURFACE OR PENDANT FIXTURELIGHT FIXTURE SUBSCRIPTSNL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCHSCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION.SINGLE-POLE SWITCHDUAL-LEVEL SWITCH, PROVIDE CONTROL OF FIXTURES TO ALLOW OCCUPANT TO REDUCE LIGHT LEVEL TO 50%. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCH SUBSCRIPTS3 3-WAY SWITCH4 4-WAY SWITCHD DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)K KEYED SWITCHF TIMER SWITCH (INTERMATIC MODEL EI400 SERIES)P PILOT LIGHTED SWITCHF1LIGHT FIXTURE TYPE DESIGNATIONS###WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACKCONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT.LV LOW-VOLTAGE SWITCH (PER DWG'S)T THERMAL-OVERLOAD SWITCHM SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C.WP WEATHERPROOF2P DOUBLE POLE, SINGLE THROW SWITCHGENERAL LIGHTING NOTES:A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC.B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V. DIMMING WIRING.D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA.###FMPOWER SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION)'MSB''T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)'LA'ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULESFOR ADDITIONAL INFORMATION)DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3RFUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R(30A FUSES)COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4XJJUNCTION BOXCR = CORD REEL; SEE DRAWINGS FOR INFORMATIONCD = CORD DROP; SEE DRAWINGS FOR INFORMATIONEQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENTPRIOR TO ROUGH-INMOTOR CONNECTIONPOWER AND/OR DATA SERVICE POLEFLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATIONFLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB#FB#SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS)CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN)DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTDOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT.RECEPTACLE AND EQUIPMENT SUBSCRIPTSACABOVE COUNTERWPWEATHERPROOF (UL LISTED WEATHER-RESISTANT)42"MOUNTING HEIGHT AFF OR AFGIGISOLATED GROUNDSSURGE-PROTECTION TYPEREFREFRIGERATORWWASHING MACHINEDDRYER (30A-240V RATED RECPT.)MMICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. TSOR30A/3P/3RSIZE 1(30A FUSES)SMALL EXHAUST FAN CONNECTIONTV120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONSUSB120V RECPT. WITH USB CHARGING PORTSEWCELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.)DISPGARBAGE DISP. (UNDER SINK)DWDISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER NEC 422.16(B)(2)).M/RMICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)RELECTRIC RANGE (50A-240V RATED RECPT.)GENERAL SPECIAL SYSTEM NOTES:A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.SPECIAL SYSTEMS SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONTELEPHONE AND DATA OUTLET NOTES:1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED.2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4" OR (2) 1"3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATEDTHROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-XTELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T-XTELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T/_D-XT.V. OUTLET ONLY (C = CEILING MOUNTED OTHERWISE WALL MOUNTED)UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 3/4" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. INSTALL CONNECTOR AND FACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET TO NEAREST TV SYSTEM AMPLIFIER/HEAD-END EQUIPMENT LOCATOIN. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED.CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-XRECESSED WALL MOUNTED AV OUTLET HUBBELL ENCLOSURE# NSAV62M(1) POWERKIT HBL#NSOKPS, (1) 4-PORT DATA PLATE HBL#NSP14WMOUNT 5'-0" AFF; FIELD COORDINATE WITH TV LOCATIONE.C. SHALL INSTALL 1"C FROM DATA COMPARTMENT TO IT ROOM, INSTALL (1) COAX CABLE AND (1) CAT 5e CABLE TO DATA RACK, MAKE ALL TERMINATIONS.TVCA. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT.C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS.D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES:P1PH2/C3/C3P3PH3W4WACADAAFFAFGAICALA or AMPANNAPATSAVAWGBFG CCATVCBCCTVCKTCCPCTCUDSEAE.C.EMEMTENTEPOEQUIPEXFAFACPFLAFMCGNDG.C.GENGFIGFPHDHIDHOAHPHPSHVHZIGIMCJ-BOXABBREVIATIONSSINGLE POLESINGLE-PHASETWO-CONDUCTORTHREE-CONDUCTORTHREE POLETHREE-PHASETHREE-WIREFOUR-WIREABOVE COUNTERAMERICANS WITH DISABILITIES ACTABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CAPACITYALUMINUMAMPEREANNUNCIATORACCESS POINT(WIRELESS DATA)AUTOMATIC TRANSFER SWITCHAUDIO VISUALAMERICAN WIRE GAGEBELOW FINISHED GRADECEILING MOUNTEDCABLE TELEVISIONCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCIRCUITCONDUITCONTROL PANELCURRENT TRANSFORMERCOPPERDISCONNECT SWITCHEACHELECTRICAL CONTRACTOREMERGENCYELECTRICAL METALLIC TUBINGELECTRICAL NONMETALLIC TUBINGEMERGENCY POWER OFFEQUIPMENTEXISTINGFIRE ALARMFIRE ALARM CONTROL PANELFULL LOAD AMPSFLEXIBLE METAL CONDUITGROUNDGENERAL CONTRACTORGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT PROTECTIONHEAVY DUTYHIGH INTENSITY DISCHARGEHAND-OFF-AUTOMATICHORSE POWERHIGH PRESSURE SODIUMHIGH VOLTAGEHERTZISOLATED GROUNDINTERMEDIATE METAL CONDUITJUNCTION BOXVKVAkWkWhLEDLFMCLFNCLTGLVMAXM.C.MCAMCBMCCMDPMHMINMLOMOCPNANCNECNEMANFPANICNLNONTSOCOH DROLPBPPNLPTPTZQTYRCPRMCRNCSCASCBASFSPDSPECSWBDSWGRTLTPTTBTVTYPUGUPSVVAV.I.F.VFDW/W/OWPXFMRKILOVOLTKILOVOLT AMPEREKILOWATTKILOWATT HOURLIGHT EMITTING DIODELIQUID TIGHT FLEXIBLE METAL CONDUITLIQUID TIGHT FLEXIBLE NONMETALLIC CONDUITLIGHTINGLOW VOLTAGEMAXIMUMMECH. CONTRACTORMINIMUM CIRCUIT AMPSMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMAIN DISTRIBUTION PANELMANHOLEMINIMUMMAIN LUGS ONLYMAXIMUM OVERCURRENT PROTECTIONNOT APPLICABLENORMALLY CLOSEDNATIONAL ELECTRICAL CODENATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNATIONAL FIRE PROTECTION ASSOCIATIONNOT IN CONTRACTNIGHT LIGHTNORMALLY OPENNOT TO SCALEON CENTEROVERHEAD DOOROVERLOADPUSHBUTTONPHASEPANELPOTENTIAL TRANSFORMERPAN/TILT/ZOOMQUANTITYREFLECTED CEILING PLANRIGID METAL CONDUITRIGID NONMETALLIC CONDUITSHORT CIRCUIT AMPSSTANDARD COLOR BY ARCHITECTSQUARE FOOT (FEET)SURGE PROTECTION DEVICESPECIFICATIONSWITCHBOARDSWITCHGEARTWIST LOCKTWISTED PAIRTELEPHONE TERMINAL BOARDTELEVISIONTYPICALUNDERGROUNDUNINTERRUPTIBLE POWER SUPPLYVOLTSVOLT AMPEREVERIFY IN FIELDVARIABLE FREQUENCY DRIVEWITHWITHOUTWEATHERPROOFTRANSFORMERA. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.B. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC.E. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES.J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.K. UNLESS SPECIFICALLY INDICATED OTHERWISE, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/CONTRACTOR; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. PROJECT GENERAL NOTES:CONTACT: Jarom Taylor Nexant(801) 746-1623for assistance.UTILITY LIGHTING REBATES & INCENTIVES:IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.TYPICAL DEVICE MOUNTING HEIGHTS:GENERAL COORDINATION NOTE:GENERAL DETAIL NOTES:FINISH FLOOR1' - 6''THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TOLIGHT SW.(OR AS NOTED)* 4' - 0''* 3' - 6''(OR AS NOTED)RECEPTACLE@ MILLWORKBACKSPLASHCAB. DIMENSIONSPER ARCH. DETAIL6"CABINET* E.C. SHALL COORDINATE ALL DEVICEMOUNTING HGTS. AND EXACT LOCATIONWITH ARCHITECTURAL INTERIORELEVATIONS REPORT CONFLICTS TOARCHITECT **PRIOR TO ROUGH-IN**ROUGH-IN.TYPICAL FOR ALL DEVICESMOUNTED ABOVE COUNTER(ie C.O.'S, DATA, PHONE etc.)A.B.C.D.ALL MOUNTING HEIGHTS TYPICAL UNLESSNOTED OTHERWISE.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TO INSURETHAT OUTLETS WILL NOT FALL BEHINDCABINETS, BACKSPLASHES, OR INTERFEREWITH WAINSCOTING, ETC.ALL SWITCHES AND THERMOSTATS TO BEMOUNTED AS CLOSE TO DOOR JAMS ASPOSSIBLE. COORDINATE ALL DEVICES WITHARCHITECTURAL PLANS AND DETAILS.COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITHARCHITECTURALWAINSCOTING AND OR TILE WORK SO ASNOT TO FALL MIDWAY IN THESE FINISHES.FIRE6' - 8''FIRE ALARM NOTIFICATIONDEVICEFIREMANUAL PULL STATIONHANDLE SHALL BEBETWEEN 42" & 48" AFFCABINETRECEPT.TELE/DATAOUTLETTVOUTLETELECTRICAL EQUIP. CLEARANCEELECTRICALEQUIPMENTNOTE #1NOTE#4NOTE#3NOTE#2NOTES:1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR.4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE.GENERAL NOTES:A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATEREVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/ 16/2 016 J WS PROJECT NUMBER04-25-20205/14/2020 9:17:01 AME0.0ELECTRICALSYMBOLS& DETAILSBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TI18031
FSJJ32456789101112BCDEFG(10) FIRE SMOKE DAMPERSLOW VOLTAGE SWITCHBANKLOW VOLTAGE SWITCHBANKLOW VOLTAGE SWITCHBANKLOW VOLTAGE SWITCHBANK1111122332(TYP)222(TYP)43433334432244433435555555555555555556777777777777A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES:KEY NOTES:#1 EXISTING PANEL TO REMAIN2 EXISTING LIGHTING TO BE DISCONNECTED AND REMOVED; REMOVEASSOCIATED SWITCH AND ALL ASSOCIATED WIRE AND CONDUITBACK TO PANEL OR ACTIVE J-BOX . MAINTAIN AND/OR REESTABLISHELECTRICAL CONTINUITY TO DOWNSTREAM DEVICE TO REMAIN.3 DISCONNECT AND REMOVE EXISTING DEVICE IN CONFLICT WITHREMODEL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BACK TONEXT ACTIVE J-BOX OR SOURCE. MAINTAIN AND/OR REESTABLISHELECTRICAL CONTINUITY TO DOWNSTREAM DEVICES TO REMAIN.LABEL ANY EMPTY BREAKERS AS "SPARE"4 DISCONNECT AND REMOVE EXISTING DATA DEVICE, REMOVE ALLASSOICATED CABLEING BACK TO PATCH PANEL.5 ALL EXISTING ELECTRICAL EQUIPMENT WITHIN THIS AREA IS TO BEREMOVED, UNLESS SPECIFICALLY INDICATED OTHERWISE. WHENEXISTING SWITCH BOXES OR OUTLET BOXES FALL WITHIN OR VERYNEAR NEW OUTLET/SWITCH LOCATIONS. ELECTRICAL CONTRACTORMAY UTILIZE EXISTING ROUGH-IN, ETC. IN LIEU OF INSTALLING NEW.ELECTRICAL CONTRACTOR SHALL MAINTAIN/RE-ESTABLISHCONTINUITY TO ALL DOWNSTREAM EQUIPMENT/DEVICES THAT ARETO REMAIN6 EXISTING FA DEVICE TO REMAIN E.C. SHALL PROTECT DURINGCONSTRUCTION.7 CAREFULLY REMOVE EXISTING FIRE ALARM DEVICES IN CONFLICTW/ REMODEL. E.C. MAY REPERPOSE EXISTING DEVICES WHERECOMPATABLE WITH NEW DESIGN ALL OTHER DEVICES SHALL BEBOXED AND TURNED OVER TO THE OWNER.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/ 16/2 016 J WS PROJECT NUMBER04-25-20205/14/2020 9:17:02 AME0.1EXISTINGPLANBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TI18031SCALE: 3/16" = 1'-0"1EXISTING PLAN8'4'0"NORTH
nPDCnPDCnPDCnPDCnPDCnPDCnPDCnPDCnPDCnPDCnPDCnPDCnPDCnPDnPDnPDnPDnPDCnPDCnPDCnPDCnPDCSnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1nPDCnPDCnPDCSnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJSnD1RnPS80RnPS80RnPS80RnPS80RnPS80RnPS80RnPS80RnPS80RnPS80RnPS80RnPS80SnD1RnPS80RnPS80RnPS80RnPS80RnPS80RnPS80RnPP16DERRnPP16DERRnPP16DnPD4SLSLSLSLSLSLSnD1nPDnPDRnPS8032456789101112BCDEFG(TYP)F1(TYP)F1(TYP)F2(TYP)F2F2F2F2F2F2F2F2(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1(TYP)F1F1F1(TYP)F1(TYP)F1(TYP)F2(TYP)F2F3F3F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F8F5F8F8OPEN OFFICE201OFFICE202OFFICE203PHOTO204OFFICE205OFFICE206OFFICE207OFFICE208OFFICE209OFFICE210OFFICE211OFFICE212OPEN OFFICE213OFFICE214OFFICE216OFFICE217SMALL CONF.218SMALL CONF.219OFFICE220HOSTING221SMALL CONF.223TRAINING224SMALL CONF.225SMALL CONF.226SMALL CONF.227OFFICE229OFFICE230'23L3''23L2''23L1''23EH''23H1'F5F5F5F5F4F4F4F4F4F4F4F4F4F4F4F4F4F4F4F811111111111111111111111111111F7F7F7F7F7F7F4F8F8F8F8F8F8F8F8F8F82222222F10F10F10F10F8F8F834(TYP)F2A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#1 CONNECT LIGHTING TO EXISTING LIGHTING CIRCUIT, PROVIDE NEWCONTROLS AS SHOWN.2 SUPPLY THIS FIXTURE WITH AN EMERGENCY TRANSFER DEVICE.CONNECT TO BOTH NORMAL EMERGENCY POWER CONTROLCOMMON WITH LOCAL FIXTURES.3 CONNECT ALL F4 TO NPP16D PROVIDE ALL ON/OFF, 0-10V WIRINGFROM POWER PACK TO EACH FIXTURE.4 CONECT ALL F5 AND F8 FIXTURES IN THIS AREA TO NPP16DER,PROVIDE ALL ON/OFF, 0-10V. WIRING FROM POWER PACK TO EACHFIXTURE CONNECT BOTH NORMAL AND E POWER TO 23H1-1 AND23EH - 58270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/ 16/2 016 J WS PROJECT NUMBER04-25-20205/14/2020 9:17:05 AME1.0LIGHTINGPLANBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TI18031SCALE: 3/16" = 1'-0"1LIGHTING PLAN8'4'0"NORTH
MJJJ J JJJJJJJJCRCRCRCRJJJJ132456789101112BCDEFG11111111111111111OPEN OFFICE201OFFICE202OFFICE203PHOTO204OFFICE205OFFICE206OFFICE207OFFICE208OFFICE209OFFICE210OFFICE211OFFICE212OPEN OFFICE213OFFICE214OFFICE216OFFICE217SMALL CONF.218SMALL CONF.219OFFICE220HOSTING221SMALL CONF.223TRAINING224SMALL CONF.225SMALL CONF.226SMALL CONF.227OFFICE229OFFICE230DATA2152D-32D-32D-32D-32D-32D-32D-32D-32D-32D-33D-42D-32D-32D-32D-32D-32D-33D-43D-43D-43D-43D-43D-43D-43D-43D-42D-32D-32D-3'23L3''23L2''23L1''23EH''23H1'3D-43D-43D-43D-46D-5234455556D-53D-455AC2D-32D-33D-42D-33D-42D-32D-32D-3551D1D1D1D 1D1D1D1D1D 1D 1D 1D661D 1D 1D1D1D1D666666TO MOTORIZED OVERHEAD DOOR 3D-452D-316641D1D1D1D1D1D1D1D666623L323L323L323L323L323L323L323L323L323L323L323L323L323L323L323L323L323L223L223L223L223L223L223L223L223L223L223L223L223L223L223L223L223L223L223L223L123L223L123L123L123L123L123L123L123L123L123L323L36D-5AC6D-523L223L27788999991011121212122D-32D-33D-4A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#1 E.C. SHALL COORDINATE EXACT DEVICE PLACEMENT WITHSTEELCASE INSTALLER SUCH THAT ALL DEVICES ARE ACCESSIBLE.2 PROVIDE AND INSTALL (9) TWO-PORT DATA DROPS, (2) DEDICATEDPOWER CIRCUITS FROM PANEL 23L2 W/ (2) DUPLEX RECEPTACLESPER CIRCUIT, AND (1) THREE PORT DATA DROP. COORDINATE EXACTLOCATION WITH CLASSROOM TECH DEPARTMENT.3 PROVIDE AND INSTALL (4) TWO-PORT DATA DROPS, AND (1)DEDICATED CIRCUIT FROM PANEL 23L2 W/ (1) DUPLEX RECEPTACLE.COORDINATE EXACT LOCATION WITH CLASSROOM TECHDEPARTMENT.4 PROVIDE AND INSTALL (1) LARGE CAPACITY J-BOX (HUBBELL#HBL2160) WITH A SINGLE GANG MUD RING WITH (1) 1 1/2" PATHWAYBACK TO MEZZANINE CAGE. COORDINATE EXACT LOCATION WITHCLASSROOM TECH DEPARTMENT5 INSTALL BEHIND FLAT PANEL DISPLAY, COORDINATE LOCATION WITHCLASSROOM TECH DEPARTMENT6 ROUTE WIRES AND CABLING THROUGH FURNITURE, PROVIDE ANDINSTALL ALL NECESSARY BRACKETS, COVERS, CONNECTOR, ETC.REQUIRED FOR INSTALLATION.7 CRESTRON LIGHTING CONTROL BY OWNER E.C. SHALL COORDINATECABLING REQUIREMENTS8 PROVIDE AND INSTALL CAMERA AND CABLING AS DEFINED BYOWNER9 PROVIDE AND INSTALL NEW PANEL INDEXES WITH NEW LOADSIDENTIFIED, LABEL ALL UNUSED BREAKERS AS "SPARE"10 PROVIDE AND INSTALL (6) NEW SINGLE POLE 20 AMP BREAKERS11 PROVIDE AND INSTALL (13) NEW SINGLE POLE 20 AMP BREAKERS12 CARD READER; LOCATION UTILIZE 4SQ. BOX W/ 1-GANG MUDRING,3/4" C TO ACCESS CONTROL BOARD AND PULL STRING8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/ 16/2 016 J WS PROJECT NUMBER04-25-20205/14/2020 9:17:07 AME2.0POWER/DATAPLANBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TI18031SCALE: 3/16" = 1'-0"1MAIN LEVEL POWER PLAN8'4'0"NORTH
132456789101112BCDEFGOPEN OFFICE201OFFICE202OFFICE203PHOTO204OFFICE205OFFICE206OFFICE207OFFICE208OFFICE209OFFICE210OFFICE211OFFICE212OPEN OFFICE213OFFICE214OFFICE216OFFICE217SMALL CONF.218SMALL CONF.219OFFICE220HOSTING221SMALL CONF.223TRAINING224SMALL CONF.225SMALL CONF.226SMALL CONF.227OFFICE229OFFICE230A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/ 16/2 016 J WS PROJECT NUMBER04-25-20205/14/2020 9:17:08 AME3.0FIREALARMPLANBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TI18031SCALE: 3/16" = 1'-0"1FIRE ALARM PLAN8'4'0"A. PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY TO EXPAND THE EXISTING FCI FIRE ALARM SYSTEM. THE SYSTEM ADDITION SHALL BE CONNECTED DIRECTLY TO THE EXISTING MAIN FIRE ALARM PANEL. THE INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPLETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTMENTS AND PLACE THE SYSTEM IN OPERATING ORDER.B. WITHIN 30 DAYS AFTER THE CONTRACT AWARD AND PRIOR TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:· A LIST OF MATERIALS THAT ARE TO BE USED ON THE PROJECT, INCLUDINGMANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATION.· PRELIMINARY CIRCUIT DIAGRAMS SHOWING INTERCONNECTION OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.· TECHNICAL MANUALS FOR ALL OF THE EQUIPMENT THAT IS TO BE USED ON THE PROJECT.· SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGINEER.C. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYSTEM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL LISTING.APPROVED SYSTEM PROVIDER: NELSON FIRE SYSTEMS, SALT LAKE CITY UTAHFIRE ALARM EXPANSION NOTES:NORTH
7891011EF(TYP)F6(TYP)F61MEZZ301MEZZ CAGE7891011EFMEZZ3013D-4MEZZ CAGE23L123L123L1'ATC PANEL'27891011EF3030MEZZ CAGEMEZZ301A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#1 E.C. SHALL COORDINATE LIGHT FIXTURES IN THIS ROOM WITH ALLEXISTING AND NEW DUCT WORK TO EVENLY ILLUMINATE THISSPACE.2 CONNECT TO SPARE 120V. CIRCUIT IN PANEL 33L1 IN SOUTH WESTCORNER OF MECHANICAL ROOM 302A.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/ 16/2 016 J WS PROJECT NUMBER04-25-20205/14/2020 9:17:09 AME4.0MEZZANINEPLANBYUI MANWARING REMODELPERMIT SET - 5/13/2020BYU IDAHO MANWARING CENTER TI18031SCALE: 3/16" = 1'-0"1MEZZANINE LIGHTING PLANSCALE: 3/16" = 1'-0"2MEZZANINE LEVEL POWER PLAN8'4'0"8'4'0"SCALE: 3/16" = 1'-0"3MEZZANINE LEVEL FIRE ALARM PLAN8'4'0"LIGHTING CONTROL (nLIGHT) SYSTEM SCHEDULETYPEMFGR.CATALOG #DESCRIPTIONNOTESCEILING SENSORSLSENSOR SWITCHnCM62PLARGE AREA INFRA RED SENSORnD1SENSOR SWITCHnCM-PDT-9DUAL-TECHNOLOGY CEILING OCCUPANCY SENSORPOWER PACKnPP16DSENSOR SWITCHnPP16DPOWER PACKnPP16DERSENSOR SWITCHnPP16DERPOWER PACKnPS80SENSOR SWITCHNPS80POWER PACKWALL SWITCHESnPDSENSOR SWITCHnPODM-DXnLIGHT ON/OFF PUSHBUTTON W/DIMMINGnPD4SENSOR SWITCHnPODM-4P-DX-CBAnLIGHT ON/OFF PUSHBUTTON W/DIMMING,4-CHANNELnPDCSENSOR SWITCHnPODM-DX-CCTnLIGHT ON/OFF PUSHBUTTON W/DIMMINGLIGHTING FIXTURE SCHEDULETYPEDESCRIPTIONMOUNTINGVOLTSLAMPSMFGR.CATALOG #APPROVED MFGR'SNOTESF12X2 LAY-IN GRID TROFFERRECESSED120-277LED-4800LM-4000KLITHONIA2BLT2-TUWH-PROP-48L-ADSM-MVOLT-NLTF22X2 LAY-IN FLAT PANELRECESSED120-277LED4800LM-4000KLITHONIAEPANL-2X2-4800LM-80CRI-40K-MINI-NLIGHT-MVOLTF38FT LED STRIP, 0-10V DIMMINGSURFACE/SUSPENDED120-277LED-8000LM-4000KLITHONIACLX-L96-8000LM-SEF-RDL-MVOLT-GZ10-40K-80CRIF4ARCHITECHTURAL LIGHTING PANELSUSPENDED120-277LED-3000LM-4000KAXISSTSZ-NI-DSO-400-BT3-80-40-C-UNV-MD-1-XX-RC6F56" CYLINDERSURFACE/SUSPENDED120-277LED-3000LM-4000KLITHONIALDN6CYL-40/30-LO6-SCBA-LSS-MVOLT-EZ10F64FT LED STRIP, 0-10V DIMMINGSURFACE/SUSPENDED120-277LED-4000LM-4000KLITHONIACLX-L48-4000LM-SEF-RDL-MVOLT-GZ10-40K-80CRIF76" ROUND RECESSED LED CAN, 0-10VDIMMINGRECESSED120-277LED-1500LM-4000KLITHONIALDN6-40/15-LO6AR-LSS-MVOLT-EZ10COOPERF86" ROUND RECESSED LED CAN, 0-10VDIMMINGRECESSED120-277LED-3000LM-4000KLITHONIALDN6-40/30-LO6AR-LSS-MVOLT-EZ10COOPERF10EXIT SIGN W/ 90MINBATTERY,THERMOPLASTIC, GREEN LED,SINGLE/DOUBLE FACEWALL ORCEILING120-277WITH FIXTURELITHONIALQM-S-3-G-20/277-EL NCOOPER1. ****nLIGHT LIGHTING CONTROL SCHEDULE NOTES:nLIGHT LIGHTING CONTROL SCHEDULE GENERAL NOTES:• E.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL LIGHTING CONTROL COMMISSIONING/PROGRAMMING OF ALL nLIGHT COMPONENTS. THE COMMISSIONING/PROGRAMMING SHALL BE DONE BY A nLIGHT CERTIFIED TECHNICIAN. • E.C. SHALL NOTIFY OWNER 1-WEEK PRIOR TO COMMISSIONING/PROGRAMMING OF THE SYSTEM SO THAT THE OWNER CAN PROVIDE REPRESENTATIVES DURING THE COMMISSIONING/PROGRAMMING PERIOD.1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS.2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING.3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.)4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT.5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES.6. REFER TO DRAWINGS FOR FIXTURE SIZE.LIGHT FIXTURE SCHEDULE NOTES: